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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 />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 -AT <br />STRINGER CONTACT <br />POINTS <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />\ 6'q <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />MTS12 w/ (14) 10d x 1 <br />1/2" NAILS) <br />ri <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />_L� <br />x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: 2' = 1'-0" <br />MALL <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />3/4" RISER CUT TO FIT <br />A <br />MAINTAIN BETWEEN 4' <br />AND 2' 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 />3YP CUT TO FIT <br />\RS IN WALL <br />2x12 SYP <br />B <br />/ <br />BEARS IN WALL <br />x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />2x6 SYP <br />2x4 SYP BLOCKING <br />2x4 PT NOTCHED INTO STRINGER <br />FOR STRAP <br />AND NAILED TO FLOOR WITH GLUE <br />(SIMPSON MTS12 w/ <br />AT STRINGER CONTACT POINTS <br />(14) 10d x 1 1/2" NAILS) <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ 4' X <br />2 4' TAPCONS @ MAX. 32" O.C. <br />'I EW "A" <br />SECTION VIEW "B" <br />G.1 <br />SCALE: 1" = 1'-0" <br />SCALE: 1" = V-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />TOP OF <br />STRINGER <br />TREAD <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />HN <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERS <br />G <br />E2x4 <br />BLOCKING FOR <br />2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 <br />OR LSC EACH <br />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 />SCALE: 1" = V-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 />RINGER <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />SCALE: 1" = 1'-0" <br />3/4 PLYWOOD <br />ON DECK <br />—2x8 SYP GLUED <br />AND NAILED <br />TO <br />FRAMING <br />2x4 DRAFT <br />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAILEE <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT <br />STRINGER CONTACT <br />POINTS <br />i <br />r`2x8 SYP DRYWALL STOP MUST <br />// NOT TOUCH STRINGERS <br />SLUED AND NAILED TO STRINGER <br />DRYWALL SPACING <br />SE <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />SECTION VIEW "E" <br />CTION VIEW <br />SCALE: 4,, = 1'-0" <br />SCALE: 1" = 1'-0" <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 rSIDE) TO BOTTOM EDGE OF 2x12 <br />1 STRINGER <br />/ PROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ 4' X <br />2 4' 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 BOTTi <br />GIRDER, FIELD VERIFY OF NEWEL POSI <br />(2) LAYER 4" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 4'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 />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" = 1'-0" <br />J 1 /'-NI rx kjUIVO I KUU I IUIN UC I /AI LO <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />JOINT <br />_TO <br />)ISTS) <br />NAILED AND <br />)TOP PLATE <br />NTO RIM BAND, <br />JD NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />2X <br />PSON MI <br />10dx11 <br />u <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 />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />OCT 2 8 2022 <br />\RA <br />Virtual Review Assist, Inc- roved <br />Plans Review completed and approved. as <br />b <br />for compliance Debra Ann <br />lth e Klahrr PX2300 Edi <br />N <br />N <br />0 <br />a <br />N <br />R R h <br />LO <br />M <br />? <br />J Cc <br />O <br />LO <br />F <br />a <br />'a�� �w +`'1 <br />W <br />� <br />�s <br />w <br />Z <br />Q <br />N N Lr) L-,) E <br />o <br />W L. <br />� � ai <br />V -0 70 00 2 M <br />s <br />�rnrn D 2 <br />_O o <br />LL. CD � Q <br />�Ci� <br />—t } <br />w QC;t <br />cN <br />W L O C r� <br />O� -0 <br />LU W <br />(� LLJ <br />LLI Uj, W 0 F- <br />W~ L.- <br />f J � Q Y zZ � Z <br />Q°� Jo <br />H <br />� <br />JWohu)'00o <br />C=l�0W�ZO'wO�mzz <br />C) <br />000 <br />(n 0 <br />z <br />�Oa0ZYOZz" 0Wo <br />Q<WOWF¢-�_gwp�0 <br />a <br />O�oQz <br />< <br />g Q <br />Q <br />LL �Q <br />O <br />O <br />O <br />Z CV <br />OW <br />>U)b <br />0 � cM O <br />J Lq <br />U) LL ti <br />I—f1pLq <br />.cM <br />Z U <br />W <br />W <br />O <br />O <br />N <br />N <br />O <br />N <br />L <br />ti <br />N <br />i <br />r <br />O <br />i <br />o <br />,F <br />CD <br />r <br />M <br />r <br />O <br />N <br />O <br />N <br />O <br />N <br />r <br />N <br />r <br />N <br />O <br />(D <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />N <br />00 <br />O <br />6 <br />T- <br />M <br />O, <br />M <br />IL <br />N <br />6 <br />M <br />N <br />d- <br />O <br />, <br />O <br />& <br />O <br />OL <br />r <br />O <br />r <br />r <br />O <br />6 <br />O <br />C <br />•tn <br />CCDO <br />>rN <br />O <br />Co. <br />O <br />'tLfiCol` <br />O <br />O <br />CDVO <br />Cr <br />CO <br />Z Z <br />O <br />p-� <br />4-0(1)W <br />w <br />W <br />0 I- >_ <br />Uo�o <br />1.—W <br />Q <br />11 <br />W 2 <br />Z <br />Q <br />LU <br />r� <br />0 <br />~ <br />M 0 <br />= <br />H Z <br />N <br />fV n <br />0 J <br />M <br />i-2Z� <br />M <br />Z Z LL- <br />N <br />w N <br />O-j�Z <br />2 <br />C) <br />IL W <br />z <br />�Qo <br />r <br />Q <br />U <br />J <br />O" <br />oa <br />Q <br />z <br />z <br />z <br />w <br />J <br />WST <br />N <br />N <br />C) <br />O <br />LAST PLOT DATE <br />Jul. 21, 22 <br />z <br />_I <br />STAIR DETAILS <br />