Laserfiche WebLink
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 />\ <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPS710g\ <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x <br />BOTTOM, GLUED AND 1/2" NAILS) / <br />NAILED TO STRINGER <br />2x12TREAD GLUED <br />\ <br />GLUED AND 'h\ <br />NAILED----\ r <br />I;1V <br />2x� <br />I DRAFT ST C P <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONEDIII x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />AT STRINGER CONTACT L / 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: " = 1'-0" <br />VvnL-L <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />T17``\/ <br />5YP CUT TO FIT 1 I <br />NRS IN WALL I <br />----2x12 SYP <br />BEARS IN WALL I <br />ZA — <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" / <br />J. ` NAILS) <br />(IEW "A" SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" w T-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />—3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN" <br />AND J" 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 T <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER rSIDE) TO BOTTOM EDGE OF 2x12 <br />1 STRINGER <br />-2x4 DRAFT RISER AND TREAD <br />STOP f <br />-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS I <br />77 <br />4-2x4 BLOCKING FOR 2x12 I <br />2x4 PT UNDER 2x12 C <br />I ROVIDE MOISTURE I <br />\ PROTECTION <br />ATTACH ALL COMPONENTS / <br />OF STAIR TO CONIC, W/ J" X <br />2 T" TAPCONS @ MAX. 32" O.C. <br />---ATTACH ALL COMPONENTS 1x4 GLUED AND I <br />OF STAIR TO CO NC. W/ J" X NAILED TO STRINGER / <br />2 TAPCONS @ MAX. 32" O.C. \ / <br />G.1 <br />TOP OF <br />STRINGER <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />/ STOP <br />2x8 SYP DRYWALL STOP r <br />MUST NOT TOUCH ' <br />I I STRINGERS <br />a <br />I 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />1 <br />\ 2x4 SYP BLOCKING <br />FOR STRAP <br />I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />D NAILED TO FLOOR WITH GLU �,` (14) 1 )d x 1 1/2 <br />NAISTRINGER CONTACT POINTS <br />SECTION VIEW "D11 <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = V-0" <br />PLYWOOD <br />x SYP CUT TO FIT <br />BEARS IN WALL <br />x12 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 />ON DECK <br />2x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />GLUED <br />AND <br />I <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED` <br />INTO FLOOR WITH GLUE—' <br />AT STRINGER CONTACT <br />POINTS <br />wV <br />SCALE: 1" = 1'-0" <br />2X4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />\t2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />LX4/GLUED AND NAILED TO STRINGER <br />s _ ,r'OR DRYWALL SPACING <br />SECTION VIEW "Ell <br />SCALE: 1" = T-0" <br />E SECTION VIEW <br />SCALE: " = 1'-0" <br />-3/4 PLYWOO1 <br />ON PECK <br />42x8 SYP GLI <br />AND NAILS[ <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />1 NOTE: 2x8 ' <br />\ DRYWALL STOP <br />NOT SHOWN <br />STRINGER — <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 ~- <br />SECTION VIEW VI'1 <br />SCALE: 1" = 1'-0" <br />FLOOR TRUSS OR CONN. TO BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />PER CONTRACT <br />(2) LAYER 4" 'EDGE GOLD PROVIDE SOLID BLOCKING <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1"X16" LVL FROM JOIST TO JOIST. USE <br />ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND <br />@ 6" O.C. TOP, BOTTOM NAILED TO JOIST. <br />AND VERT. <br />L POST LET INTO <br />LOCK <br />IDE <br />KING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />.=LOOR <br />TRUSSES <br />NEWEL POST <br />SECTION VIEW "G" BLOCKING <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />SECTION VIEW <br />SCALE: z" " = 1'-0 <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE ,5) SCALE: AS NOTED <br />LL JOINT <br />iLL TO <br />JOISTS) <br />JD NAILED AND <br />TO TOP PLATE <br />T INTO RIM BAND, <br />AND NAILED TO <br />G WALL BELOW <br />LL JOINT <br />#LL TO <br />JOISTS) <br />H <br />/ 2X STRINAR <br />2X BLOCKING <br />IMPSON MTS 12 w/ ' <br />4) 10d x 1 1/2' <br />\NAILS <br />D OR 2X BLOCKING <br />3 D // <br />RISK . <br />VAR IE <br />'ECTION VIEW "H" <br />SCALE: 1" <br />try <br />-vr <br />cis <br />CCE�y <br />t� <br />2 <br />t e. <br />z <br />L; <br />r`> <br />c� <br />0 <br />CV <br />QO <br />ca <br />JINN, <br />E6LEV/, �,Po <br />t 1 <br />d <br />Cj <br />04M, f'6P <br />No <br />PV) <br />d'J`�P1 N <br />g�6�e'iba <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 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />0 <br />,4 •. W <br />0 <br />pp <br />E S N <br />N8 N«; <br />E J <br />0 <br />o? <br />w Lu <br />� v w a <br />W UL a <br />_r <br />Wmcvio <br />mLQ <br />WO"n <br />3 <br />J <br />a w <br />N coH <br />U <br />. Z <br />O ❑❑❑ <br />W <br />CL in <br />4--' <br />0 <br />-•-- N <br />0 <br />C3 <br />U <br />O <br />C� <br />V) <br />N <br />t, <br />2 <br />�c � <br />a <br />c <br />z <br />o <br />z <br />Z <br />� <br />�E(Jjj <br />� <br />C <br />o00 <br />Fz- <br />o <br />ci <br />C <br />m), <br />�o <br />� <br />�w <br />�o <br />O <br />�0 <br />20 <br />,� <br />c� <br />yx <br />d <br />0 <br />> " <br />=1 <br />�, <br />0 i <br />Lo <br />O <br />m <br />I <br />O <br />co <br />,. <br />N <br />Cr <br />o <br />0 <br />+-+ <br />p <br />LO <br />CO <br />U CO <br />0 <br />pp N <br />� <br />T^ <br />i <br />M <br />r <br />ai <br />W CO <br />q <br />z <br />E N <br />y <br />0- <br />U _3 <br />JOB <br />NO : <br />23-02469 <br />SCALE: <br />AS NOTED <br />SHEET NO. <br />ST <br />