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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 />vnvu- vviv i— i— vvt k ivy ivu <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD <br />PLAN VIEW <br />SCALE: Z' = 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 />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 <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 <br />BOTTOM, GLUED AND 1/2" NAILS) <br />NAILED TO STRINGER <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />DR FT S P <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLUE NOT TOUCH STRINGERS <br />STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />PT NOTCHED INTO STRINGER - <br />D NAILED TO FLOOR WITH GLUE <br />STRINGER CONTACT POINTS <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />F 2x8 <br />SECTION VIEW "A" <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL <br />SCALE: 1" = 1'-0" <br />2x4 PT NOTCHED INTO STRINGER <br />AND NAILED TO FLOOR WITH GLU <br />AT STRINGER CONTACT POINTS <br />SECTION VIEW "D" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <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 />2x4 GLUED <br />AND NAILED <br />SECTION D-D <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 />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT <br />STRINGER CONTACT <br />POINTS <br />SCALE: 1" = V-0" <br />r2x8 SYP DRYWALL STOP MUST <br />// NOT TOUCH STRINGERS <br />iLUED AND NAILED TO STRINGER <br />DRYWALL SPACING <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 />-3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN a' <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 />BLOCKING FOR 2x12 <br />PT UNDER 2x12 <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ 4' X <br />2 4' TAPCONS @MAX. 32" O.C. <br />G.1 <br />SCALE: 1" = V-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />TOP OF <br />6, STRINGER <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />SECTION VIEW "E" <br />H SECTION VIEW E SECTION VIEW <br />SCALE: 2" = 1'-0" _ SCALE: 2" <br />-3/4 PLYV1 <br />ON DECK <br />--2x8 SYI <br />AND Ni <br />FRAM I P <br />2x4 DRAF <br />STOP <br />2x4 BLOCK <br />C <br />SCALE: 1" = 1'-0" <br />- 1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP ITN <br />-2x8 SYP DRYWALL STOP l� <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 rSCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER -//�T\ l SIDE) TO BOTTOM EDGE OF 2x12 <br />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 BOTT, <br />GIRDER, FIELD VERIFY OF NEWEL POSI <br />PER CONTRACT <br />(2) LAYER 4" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 3"X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0' <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 />1 POST LET INTO <br />CLOCK <br />IDE <br />KING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />NEWEL POST <br />BLOCKING <br />0 1 AI K UUIVZ) I NUU I IUIN UC I AI LZ5 <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 />VTO RIM BAND, <br />JD NAILED TO <br />WALL BELOW <br />JOINT <br />_TO <br />)ISTS) <br />u <br />'SON <br />10d x <br />ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />OCT 18 2022 <br />\/RA <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne Klahr PX2300 <br />n <br />sd�:� > <br />04 <br />o <br />-�14 J <br />N <br />n t <br />I �'K <br />Ln <br />00 <br />.6 <br />v� <br />Q <br />�G <br />Z <br />€� <br />W <br />22 <br />�9 ` <br />:O <br />0 <br />W <br />0 <br />z <br />Q <br />K E <br />'0 <br />W IV m <br />:C) N N <br />N <br />�� N (h <br />V -0 a <br />M <br />C: <br />=o <br />O U 00 <br />_O <br />�- °`�C �Q <br />��� <br />-s <br />.N <br />,* <br />V W �� <br />cO � <br />W <br />L co <br />r\ °o N <br />W <br />U' <br />W <br />LLI uj W O F- <br />�Q W¢~zw <br />D!�- LLO OLL-jO <br />Q FQ- <br />JU) 3:w <br />0U)T9LDZ0OfoomZZ <br />0 <br />0 <br />� O a� CO z Y O Z Z LL p W O 0 n-'. <br />(/� <br />Z <br />¢LL �WOg��—gwp�UOQ <br />D �aZOQ <br />O� 0 <br />LLQ O F QLL <br />O <br />O <br />zW <br />F— <br />OCD <br />� � ti <br />O <br />z <br />C) I.-: co <br />Q 00 <br />:E co <br />lf? <br />1-- 0�0-co <br />2— <br />co <br />zv� <br />Wz� <br />W <br />C)J <br />O <br />flo <br />mi <br />co <br />CD <br />o+ <br />o <br />N <br />0 <br />0 <br />0 <br />`O <br />O <br />N <br />C)l"-. <br />T <br />O <br />1 <br />1 <br />1 <br />Z <br />O <br />N <br />Lo <br />W <br />W <br />oLn <br />0 <br />0 <br />o <br />I <br />I <br />1 <br />> <br />C <br />Z~ <br />Z <br />Z <br />C)QW <br />♦� <br />4-, <br />tll <br />Z <br />Q <br />U <br />OZZ <br />WOO <br />UUFO <br />OZj <br />LO <br />—0O0�0 <br />z <br />a�a <br />�— <br />10 <br />I— <br />ofWa <br />T_I <br />= <br />co it_ <br />N <br />-,O <br />Z <br />oU) <br />W <br />CL <br /><F-� <br />■ ■ <br />N <br />Q <br />QW� <br />O <br />J Z <br />z <br />az <br />Q <br />H <br />_j <br />0L) <br />oa <br />�— 00 <br />Z <br />z <br />z <br />z <br />W <br />Wco <br />� <br />O <br />C) <br />LAST PLOT DATE <br />04 <br />Z <br />0 <br />,J <br />STAIR DETAILS <br />