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 A <br />NAILED TO LANDING BLOCKING <br />2x4 PT NOTC D <br />INTO STRINGER D <br />--2x8 BLOCKING FOR STRAP <br />L-1x4 blocking <br />SIMPSON MSTA21 w/ (16) 1 Od NAILS <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD <br />PLAN VIEW <br />SCA-L-ET" 11'-O�' <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 />3/4" RISER CUT TO FIT 2X4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON 13 1,, � <br />MTS12 w/ (14) 10d x 1 <br />AND 1/2" GAP TOP AND <br />BOTTOM,GLUE 1/2" NAILS) <br />NAILED TO STRINGER <br />'D AND _\ <br />2xl 2 TREAD <br />GLUED AND <br />NAILED <br />7 <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUr!�� <br />AT STRINGER CONTACT <br />POINTS <br />�LFx8 SYP DRYWALL STOP MUST <br />LNOT TOUCH STRINGERS <br />/ 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />'1/ <br />IX4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />SECTION VIEW <br />SCALE: v-0" <br />FLOOR <br />JOIST <br />SYP <br />2x8 SYP <br />STRINGER MUST MAKE FULL <br />CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />A <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />___1 <br />r------- <br />z <br />-2x SYP CUT TO FIT <br />BEARS IN WALL <br />_---2xl2 SYP <br />BEARS IN WALL B <br />ell <br />'-2x6 SYP <br />9­4 SYP BLO <br />CKING <br />FOR STRAP <br />2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 W/ <br />AND NAILED TO FLOOR WITH GLUE <br />(14) 1 Od x 1 1/2" <br />AT STRINGER CONTACT POINTS <br />NAILS) <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />Zt2x8 <br />F <br />-3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN <br />AND I" 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 />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />S SIDE) TO BOTTOM EDGE OF 2x12 <br />TRINGER FSTRINGER <br />2x4 DRAFT RISER AND TREAD <br />STOP <br />z <br />,,r2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />--�-2x4 BLOCKING FOR 2xl 2 <br />x4 PT UNDER 2x12 <br />PROVIDE JMOISTURE <br />CT <br />PROTECTION <br />LZ 0 S <br />ATTACH ALL COMPONENTS <br />�S I W <br />X <br />OF STAIR TO tCONC. W/ J" X <br />i T PCO M '0 C <br />2 J" TAPCONS @ MAX. 32" O.C. <br />A <br />\—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />NAILED TO STRINGER <br />OF STAIR TO CONC. W1 j" X <br />2 TAPCONS @ MAX. 32" O.C. <br />SECTION VIEW "All SECTION VIEW 111311 <br />SCALE: 11"= V-10" SCALE: I"= V-0" <br />2x8 STRINGER MUST MAKE TLIGN THIS STUD WITH FACE OF 2nd RISER <br />SYP Sri FULL CONTACT WITH LANDING <br />G-1 <br />TOP OF <br />STRINGER <br />1 x4 GLUED AND NAILED TO STRINGER <br />DRAFT <br />X��.SSTOP <br />1,1-2x4 <br />2x8 SYP DRYWALL STOP <br />1__rMUST <br />NOT TOUCH <br />2x SYP CUT TO FIT <br />STRINGERS <br />G <br />BEARS IN WALL <br />2x,12 SYP BEARS <br />IN WALL <br />I <br />E <br />2X4 BLOCKING FOR 2x12 <br />SIMPSON A35 <br />x4 PT UNDER 2x12 <br />OR LSC EACH <br />STRINGER \< <br />2x6 SYP <br />SIMPSON A35 OR <br />2X4 SYP BLOCKIN G <br />FOR <br />OPTION: 2X4 CUT ON <br />LSC EACH 1"\x-,\ <br />STRAP <br />BEVEL GLUED AND <br />STRINGER <br />2x4 PT NOTCHED INTO STRINGER <br />(SIMPSON MTS12 W/ <br />(14) 1 Od x 1 1/2" <br />NAILED TO SUPPORT <br />AND NAILED TO FLOOR WITH GLU <br />NAILS) <br />W/ SIMPSON H3 <br />2x4 CUT ON BEVEp::L <br />AT STRINGER CONTACT POINTS <br />DOES NOT BEAR IN <br />WALL <br />SECTION VIEW "D11 <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1 V-0" <br />PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />-------2x 12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1 V-0" <br />2X4 GLUED <br />AND NAILED <br />-D <br />SECTION 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 />NAILEC <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />SCALE: 1 V-0" <br />'7LFA SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />L, X4/GLUED AND NAILED TO STRINGER <br />KOR DRYWALL SPACING <br />H <br />SECTION VIEW "Ell <br />SCALE: 1 V-0" <br />SECTION VIEW <br />SCALE: i -o,, <br />-3/4 PLYWC <br />ON DECK <br />­2X8 SYP <br />AND NAI <br />FRAMIN( <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKI <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <br />\ `_1 <br />11C11 <br />SECTION VIEW <br />SCALE: 1 T-0" <br />FLOOR TRUSS OR CONN. TO BOTT, <br />GIRDER, FIELD VERIFY OF NEWEL POSI <br />PER CONTRACT, <br />(2) LAYER EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 j"X16" LVIL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G11 <br />SCALE: 1 V-0" <br />SECTION VIEW <br />SCALE: 1 --O'� <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 />POST LET INTO <br />-OCK <br />DE <br />JNG <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE.5) SCALE: AS NOTED <br />�X8 BLOCKING <br />-OR NEWEL POST <br />rO ANCHOR TO. <br />GLUED AND NAILED) <br />LOOR <br />TRUSSES <br />SCALE: 1 V-10" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />qTO RIM BAND, <br />ID NAILED TO <br />VVALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H-\ <br />2X BJOCKING <br />2X STRINAR <br />I <br />PSON MTSJ2 W/ <br />-4 <br />10dx11/2" AILS <br />2�D OR <br />3 D <br />2X BL05KING <br />RIS <br />U <br />VARIES-.Q,--- <br />ECTION VIEW 111-Ill <br />SCALE: 1" V-0" <br />CL <br />11r_ = <br />cc W <br />-0 <br />T <br />.1 -. 9 - 2 <br />co C, t- -:X <br />2! <br />CVI) <br />C14 <br />C=) <br />C14 <br />L E 14fj <br />%% ........ <br />0 <br />E N 'is, <br />Oj <br />No PE <br />-0 <br />STATE OF Q, <br />To the best of the Engineers knowledge, Information and belief, <br />the structural plans and specifications contained within these <br />raw ngs comp y w t a a u ng o a - <br />Residential 7th Edition. Engineers signature and seal Is only for <br />the structural engineering portions of the drawing pages beating <br />Engineers signature and seal. <br />M�� 0) <br />14 0 ol <br />-. <br />5 g <br />0 ;tt — , <br />LQ :01 <br />Lo <br />00 r- 1,� u- �j <br />U_ U. z <br />13 <br />Z :g D <br />r_ 0, Im <br />9 § A <br />1 8 cp 0) <br />z <br />3 CO & 0 0 w <br />L2 <br />Lr) Cn z <br />0 N < <br />z ddE' 3 <br />W <br />CD -�O <br />P) <br />;2: V) - <br />U-) -8 <br />Q) 2 � <br />4--J <br />0 LU <br />V) <br />C!� . <br />V) <br />sky <br />U9 <br />0D <br />LO <br />Cn. <br />Uj <br />z <br />U_ <br />E <br />C13 <br />CL <br />E <br />M 0 <br />� <br />5" <br />0< <br />00 <br />:, Q <br />11 <br />z <br />z <br />-2t a) <br />ca <br />5 __� <br />.2 <br />t�. <br />T Z' <br /><W <br />I . <br />.. <br />�z <br />.50 <br />JU <br />Z <br />r, <br />LA <br />a) <br />> <br />M <br />-:r <br />0-4 <br />co <br />W <br />T_ <br />C_� <br />L_ <br />co 00 <br />4--) <br />C`4 <br />M <br />=3 T_ <br />00 <br />LO <br />(n 2 <br />50 <br />00 <br />F— <br />0 cy) <br />C**4 <br />LO <br />.0 04 <br />0 0 <br />Lo <br />(=) <br />-0 <br />CN C14 <br />< C) <br />011) <br />Lo <br />E <br />M <br />:3 <br />0 <br />z <br />E 42) <br />E '0 <br />0 M <br />ij <br />0 -1 < a <br />0 <br />_j <br />JOB <br />NO: 23-13121-13124 <br />SCALE: AS NOTED <br />SHEET NO. <br />ST <br />