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SCALE: " = V.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 P-AN 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 />NAILED TO STRINGER <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE# <br />STRINGER CONTACT <br />POINTS <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 />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />J—/ <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />4x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H , SECTION VIEW <br />SCALE:' <br />YVhLL <br />3YP CUT TO FIT <br />kRS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />2x6 SYP <br />2x4 PT NOTCHED INTO STRINGER - <br />AND NAILED TO FLOOR WITH GLUE <br />AT STRINGER CONTACT POINTS <br />�I EW "A" <br />SCALE: 1" = 1'-0" <br />E <br />1 PT NOTCHED INTO STRINGER <br />D NAILED TO FLOOR WITH GLU <br />STRINGER CONTACT POINTS <br />SECTION VIEW "D" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />BULLNOS <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 />E DETAIL <br />SCALE: 1" = 1'-0" <br />NGER <br />SLUED <br />NAILED <br />SECTION D-D <br />SCALE: 1" = 1'-0" <br />3/4 PLYWOOD <br />ON DECK <br />--2x8 SYP GLUED <br />P BLOCKING <br />AND NAILED TO <br />RAP <br />FRAMING <br />ON MTS12 w/ <br />x 1 1/2" NAILS) <br />jf2 <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />GLUED <br />AND <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU <br />NOT TOUCH STRINGERS <br />STRINGER CONTACT <br />GLUED AND NAILED TO STRINGER <br />POINTS <br />OR DRYWALL SPACING <br />B <br />H <br />SE <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />2x4 SYP BLOCKING ` <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" <br />-ALIGN THIS STUD WITH FACE OF 2nd RISER <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />SECTION VIEW "Ell <br />SCALE: 1" = 1'-0" <br />CTION VIEW <br />SCALE:' = 1'-0" <br />3/4 PLYWOOD <br />ON DECK <br />--2x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2X4 <br />-3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN a' <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 <br />STRAP GLUED TO <br />2x4 DRAFT <br />RISER AND TREAD <br />STOP <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />BLOCKING FOR 2x12 <br />PT UNDER 2x12 <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/T" X <br />2 T" 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 �N [ <br />-2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERS <br />2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />G <br />SIMPSON A35. <br />OR LSC EACH <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER <br />SIDE) 1 <br />rSIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />/ PROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. WIT X <br />2" TAPCONS @MAX. 32" O.C. <br />—1x4 GLUED AND <br />NAILED TO STRINGER <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />FLOOR TRUSS OR CONN. TO BOTT, <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />(2) LAYER t" 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 "G" <br />SCALE: 1" = V-0" <br />G.1 <br />R IRS <br />pAd- .r <br />BEVEL GLUED <br />AND NAILED T <br />LVL <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 />SCALE: 1" = V-0" <br />DRYWALL JOINT <br />(DRYWALL TO <br />COVER JOISTS) <br />F.F. <br />2X4 STUD NAILED AND <br />GLUED TO TOP PLATE <br />al" 2X4 CUT INTO RIM BAND, <br />GLUED AND NAILED TO <br />--BEARING WALL BELOW <br />DRYWALL JOINT <br />(DRYWALL TO <br />COVER JOISTS) <br />2-2x8 <br />SYP 2' <br />BEAM SIMPSON M <br />BEARING (14) 10d x 1 <br />2x8 IN WALL <br />SYP <br />GLUE <br />AND <br />NAILED <br />TO <br />C NOTE: 2x8 <br />DRYWALL STOP F SECTION VIEW <br />NOT SHOWN <br />SCALE:" = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />Li <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 />FLOOR <br />TRUSSES <br />SECTION VIEW "H" <br />SCALE: 1" = V-C" <br />Vir <br />Plans Rei <br />for complian <br />by 0i <br />of Fto <br />ch <br />N <br />i <br />fr • • W J D <br />0 <br />e <br />• ` �— , • <br />� <br />00 <br />Lo <br />r <br />� <br />` A i 005 <br />a� <br />•/1<,, f <br />Shp - i �'. �T <br />fii� <br />W <br />w <br />w <br />0 <br />Z <br />Q <br />to N LO ^ E <br />L c0 o <br />W <br />N <br />N V O- d M <br />� "' <br />m col✓O 2Q <br />�5 <br />O u: g a� Q <br />.N W a^ <br />Q N C <br />TN s` o EC m <br />v a �a <br />U� W <br />WLd W J W 2 O <br />ItO=--QOJQ�QLLUOP-jO <br />Q Q VCo <br />J <br />of <br />u>d0gzu-LLz- <br />Qap <br />fnW <br />Z <br />LL�WCoLUa <br />WOO an�i�U< Lu wzJ- <br />Z QLL O W 9 P 9W <br />Oa o =OQ <br />O <br />0 <br />Z LL.I <br />2 <br />a) 5 ti <br />0 <br />p m <br />Q U) cM � <br />G Co IL IL <br />z <br />to <br />I— w a- cM <br />< 00 <br />Z V <br />Wz� <br />w 0 <br />J <br />0 <br />mi <br />co <br />14, <br />JIJN <br />2- <br />2021 <br />ual Review Assist <br />'ew <br />Inc. <br />1 <br />completed an <br />e with the 2020 <br />ap <br />F C 7 <br />rov <br />�d <br />ti <br />bra Anne Klahr P <br />N <br />N <br />000� <br />N <br />N <br />a <br />N <br />a <br />N <br />a <br />O <br />NCD <br />I <br />N <br />M <br />Cr <br />M� <br />U) <br />Z <br />ZZ <br />w <br />QW <br />O <br />W <br />Z <br />zz <br />O <br />U <br />cW, °i-n <br />.� <br />O <br />gz5; <br />0 0 <br />Q <br />Z <br />aEEa <br />,� <br />= <br />mLu <br />�W <br />N <br />W <br />zom <br />. . L <br />w~� <br />O <br />Zwo <br />Q <br />Z <br />QHm <br />az <br />C.) <br />J <br />O <br />�- <br />�m <br />z <br />Q <br />Z <br />Z <br />W <br />WS <br />J <br />N <br />0 <br />N <br />LAST PLOT DATE <br />z 6-0 <br />i <br />STAIR DETAILS <br />