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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 />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 SIP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />3YP CUT TO FIT <br />%RS IN WALL <br />2x12 SYP <br />/ <br />BEARS IN WALL <br />x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />2x6 SIP <br />2x4 SIP 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/ -I" X <br />2 4' TAPCONS @ MAX. 32" O.C. <br />'I EW "A" <br />SCALE: 1" = 1'-0" <br />E <br />- PT NOTCHED INTO STRINGER <br />D NAILED TO FLOOR WITH GLU <br />STRINGER CONTACT POINTS <br />VVh1LL <br />SECTION VIEW 11D11 <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED 4" PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x SIP CUT TO FIT <br />BEARS IN WALL <br />2x12 SIP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />NGER <br />SLUED <br />NAILED <br />SECTION D-D <br />2x4 SPF NOSING GLUED AND <br />SCALE: 1" = 1'-0" <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />3/4 PLYWOOD <br />3/4" RISER CUT TO FIT 2x4 SIP BLOCKING <br />ON DECK <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON <br />H 2x4 SIP BLOCKING <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 <br />x8 SIP GLUED <br />FOR STRAP <br />BOTTOM, GLUED AND 1/2" NAILS) <br />AND NAILED TO <br />(SIMPSON MTS12 w/ <br />ZZ/Zxz <br />NAILED TO STRINGER <br />FRAMING <br />F (14) 10d x 1 1/2" NAILS) <br />2X4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUED AND I <br />AND <br />NAILED <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />2x8 SIP DRYWALL STOP MUST <br />INTO FLOOR WITH GLUE <br />NOT TOUCH STRINGERS <br />STRINGER CONTACT <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS <br />E <br />x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />_ SCALE: 2' = 1'-0" <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONEDZ <br />2x8 SIP DRYWALL STOP MUST <br />INTO FLOOR WITH GLUE <br />NOT TOUCH STRINGERS <br />STRINGER CONTACT <br />1 GLUED AND NAILED TO STRINGER <br />POINTS <br />OR DRYWALL SPACING <br />B <br />H <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-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 />2x8 SIP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERS <br />2x4 SIP 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 />E SECTION VIEW <br />SCALE: 2' = 1'-0" <br />-314 <br />Or <br />E <br />F <br />2x4 <br />ST( <br />2x4 <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 SIP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER /7\__" 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 BOTTOM <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />PER CONTRACTOR <br />(2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1 a"X16" LVL FROM JOIST TO JOIST. USE <br />ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND <br />NAILED TO JOIST. <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />NEWEL POST <br />SECTION VIEW "G" <br />SCALE: 1" = V-0" <br />BLOCKING <br />0 1 /XIM l.. JIVJ I r%Ul..F 11UIV Ur- I P 1L0 <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = 1'-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />dD NAILED TO <br />WALL BELOW <br />JOINT <br />- TO <br />)ISTS) <br />PSON <br />10d x <br />NEWEL POST LET INTO <br />THE BLOCK <br />PROVIDE <br />BLOCKING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />TRUSSES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />OCT 2 8 ZU'l <br />\f- //\ <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th E I ion <br />by Debra Anne Klahr PX2300 <br />N <br />N <br />O <br />N <br />®. <br />LO <br />tiyp.�y 4 i lLy� <br />Ln <br />00 <br />00 <br />LO <br />9 <br />CW <br />gcc <br />2 <br />0 <br />w <br />W <br />z <br />a <br />SIN <br />� ^ o <br />W <br />L �0 ^ u <br />N <br />.1.CO r <br />V <br />Y/ p O o <br />�� <br />0 <br />O �� m Q <br />U�° <br />• —.0 <br />V LU } <br />nN, <br />W <br />L cO EM <br />� � a <br />W <br />LLjQ <br />b; <br />LU W Cn `,' W Q <br />w~Q ���!' ��YOZ� z <br />02 <br />U <br />Q <br />�aXJ�O LL0Z�ppoa� <br />0 U <br />F- F- <br />00 <br />pco p�00m0 <br />cnWa>cnLz�W'�in��Q�� <br />U) O z <br />LL <br />¢�<0LU ;zW_zi3—M <br />p W g W n Q <br />Y Z Q <br />OW —0 C]Q <br />LL Q 0 ',, Q LL <br />w <br />O <br />O <br />N <br />oW <br />f-4 <br />o <br />O <br />Q � J Ln <br />2: V) <br />z � I— <br />W <br />W <br />JC) <br />l0 <br />N <br />N <br />O <br />N <br />O <br />1 <br />N <br />O <br />O <br />co <br />Q0 <br />00 <br />W <br />O <br />N <br />O <br />N <br />O <br />N <br />r <br />CV <br />O <br />O <br />O <br />O <br />O <br />O <br />O <br />CA <br />N <br />O� <br />CD� <br />O <br />O <br />t-- <br />C70 <br />o <br />N <br />C; <br />CD4� <br />CV <br />O <br />C) <br />6 <br />�C�ooN <br />C) <br />C) <br />r- <br />O <br />1Cn <br />0 <br />N� <br />O�;00000 <br />O <br />CV <br />; C'7 <br />4 <br />L6 <br />C6 <br />f` <br />Ulm) <br />q- <br />1 <br />0 <br />M <br />z z <br />-_ <br />zo <br />vV <br />w <br />0 �- <br />O-� <br />O <br />Q <br />vo� <br />o �a <br />Oa=2 <br />Z <br />z <br />W 1--H- <br />=MOZ <br />z <br />j J <br />v <br />Z <br />Z <br />Z � <br />T� <br />a <br />Z Z <br />CV <br />W I� <br />O-j2z <br />U52zz <br />T— <br />Q00 <br />Z '—' <br />tea° <br />.. <br />z <br />U <br />U <br />� <br />O <br />O <br />Z <br />ST <br />a <br />Z <br />z <br />W <br />J <br />W <br />0 <br />Q <br />O <br />LAST PLOT DATE <br />Jul. 15, 22 <br />■ r <br />z <br />O <br />STAIR DETAILS <br />J <br />i :fl ,, O- I 1 11 ---,.. _.. 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