Laserfiche WebLink
J <br />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 />VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 UNDER STRINGER GLUED A <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 />SIMPSON MSTA21 w/ (16) 10d NAILS E <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD <br />PLAN VIEW <br />SCALE: " = 1'-0" <br />E: <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 1/4" <br />AND 1/2" GAP TOP AND <br />BOTTOM, GLUED AND <br />` <br />NAILED TO STRINGER <br />c <br />i <br />I 2x12 TREAD <br />EE GLUED AND <br />NAILED <br />i <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLU <br />STRINGER CONTACT <br />POINTS <br />N <br />c <br />G <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS' <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />MTS12 w/ (14) 10d x 1 <br />1/2" NAILS) <br />--f 2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />L/2x4 <br />BLOCK IN KNEEWALL FOR 2x12 NAILING <br />Ix4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE:" = 1'-0" <br />JOIST <br />SYP <br />2x8 SYP <br />STRINGER MUST MAKE F1 <br />CONTACT WITH LANDING <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />D WALL GLUED TO <br />1 2x8 <br />F <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />---2x12 SYP <br />BEARS IN WALL <br />`-2x6 SYP <br />B-� <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN J" i <br />AND J" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER j'� <br />2x4 BEHIND RISER j <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 />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 />i <br />SECTION VIEW "A" <br />SCALE: 1" = 1'-0" <br />2x8 STRINGER MUST MAKE SYP FULL CONTACT WITH LANDING ,--n <br />2x4 CUT ON BEVEL. <br />DOES NOT BEAR IN <br />WALL <br />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP BEAR <br />IN WALL <br />2x6 SYP <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />�9 <br />2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C <br />ROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/J" X <br />2 J" TAPCONS @ MAX. 32" O.C. <br />ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/J" X \ NAILED TO STRINGER <br />2" TAPCONS @ MAX. 32" O.C. / <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />/ 1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERS <br />2x4 SYP BLOCKING <br />FOR STRAP <br />/2x4 PT NOTCHED INTO STRINGER (14) 1Od N M/2" N I <br />AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) <br />AT STRINGER CONTACT POINTS \ <br />CTION VIEW "D" SECTION VIEW "E" <br />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 />STRINGER <br />A <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 <br />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT <br />STRINGER CONTACT <br />POINTS <br />l <br />SCALE: 1" = 1'-0" <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />LX4/GLUED AND NAILED TO STRINGER <br />—� FOR DRYWALL SPACING <br />E SECTION VIEW <br />SCALE: " = 1'-0" <br />SCALE: 1" = 1'-0" <br />3/4 PLYWOOE <br />ON DECK <br />--2x8 SYP GU <br />AND NAILE[ <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />C I NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />.2x4 BLOCKING FOR 2x12 <br />-�- 2x4 PT UNDER 2x12 <br />TOP OF <br />STRINGER <br />CONN. TO BOTTOM <br />NEWEL POST LET INTO <br />- <br />OF NEWEL POST <br />PER CONTRACTOR <br />THE BLOCK <br />PROVIDE <br />BLOCKING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />lj_�L <br />FLOOR GIRDER <br />PROVIDE SOLID BLOCKING <br />(GLUED AND NAILED) <br />2X4 CUT ON <br />OR 1 x 16" VL <br />BELOW ALL NEWEL POST <br />BEVEL GLUED <br />FROM JOIST TO JOIST. USE <br />AND NAILED TO <br />2 X 12 BLOCKS, GLUED AND <br />FLOOR <br />LVL <br />NAILED TO JOIST. <br />TRUSSES <br />NEWEL POST <br />SECTION <br />VIEW "Go,BLOCKING <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE:" = 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 />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRING R <br />2X B OCKING <br />PSON MTS 2 w/ <br />10d x 1 1/2" NAI LS <br />D OR <br />3 <br />2X BLOC NG <br />RIS R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />(D z t$ <br />Z <br />Q <br />C1 <br />V) 0 <br />4--1 w <br />(10 0 <br />O"' <br />C/i = <br />~ <br />U <br />LU <br />I o <br />r` <br />�M <br />c to <br />O O co <br />_ <br />L U-Go <br />Q rn <br />o <br />ul <br />1< Ci <br />I" T <br />3; � cz� <br />% <br />ME / cftv <br />c <br />�t <br />. v; <br />at <br />ik <br />O o <br />J <br />15 <br />To the best of the er's no edge, in lion, and <br />belief, the structural pl p�;qqqq ontained <br />within these drawings co17 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />CD <br />Z r4 <br />N <br />D <br />�N <br />I> -I M O <br />M <br />Q 'p In <br />a � <br />�u,,: <br />Q L Ln <br />IJ <br />GC U M <br />Q <br />E� <br />m <br />Z <br />W <br />110 <br />W � <br />za <br />a <br />Z �,qg{ a <br />U <br />" <br />��zw <br />8CE8 <br />i.- <br />�Z® <br />H <br />Q) <br />� <br />o <br />Z <br />W <br />r <br />In <br />3 <br />z <br />o <br />N <br />w <br />o <br />U <br />=LU <br />Z <br />oLL . <br />J <br />< <br />MU <br />W x0 V <br />W3 <br />Q <br />Z <br />'-1 <br />.. <br />%� <br />Z <br />g <br />m <br />N <br />z <br />Z <br />5 <br />Uj <br />Z <br />¢ <br />o6 <br />0 <br />_ <br />cn <br />W <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: JMUROSKI <br />VERSION NO. 5ml <br />SHEET NO. <br />ST <br />