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.s, <br />SCALE: 2' = 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 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 />OVDR FT ST P <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU71' <br />NOT TOUCH STRINGERS <br />STRINGER CONTACT2x4VBLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS x4 GLUED AND NAILED TO STRINGER <br />OR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE:' <br />VVALL <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT <br />A <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 />3YP CUT TO FIT <br />aRS IN WALL <br />SYP <br />R <br />/ <br />BEARS IN WALL <br />BEA <br />✓ <br />x4 BLOCKING FOR 2x12 <br />C <br />2x4 PT UNDER 2x12 <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" = V-0" <br />E <br />I 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" = 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" = V-0" <br />INGER <br />A <br />GLUED <br />NAILED <br />SECTION D-D <br />SCALE: 1" = V-0" <br />3/4 PLYWOOD <br />ON DECK <br />ZH <br />�x8 SYP GLUED <br />AND NAILED TO <br />FRAMING w/ <br />ILS) <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />GLUED <br />AND <br />NAILED\ <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 />1 GLUED AND NAILED TO STRINGER <br />POINTS <br />OR DRYWALL SPACING <br />B <br />H <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" = V-0" <br />-ALIGN THIS STUD WITH FACE OF 2nd RISER <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/a'X <br />2 a' TAPCONS @ MAX. 32" O.C. <br />G.1 <br />j TOP OF <br />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 />SCALE: 1" = V-0" <br />E SECTION VIEW <br />SCALE: 2' = 1'-0" <br />-3/4 P LW <br />ON DECH <br />—2x8 SYI <br />AND Ni <br />FRAMII, <br />2x4 DRAF <br />STOP <br />2x4 BLOCK <br />c <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER <br />FSIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />/ PROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ J' X <br />2 4" TAPCONS @ MAX. 32" O.C. <br />—1x4 GLUED AND <br />NAILED TO STRINGER <br />SECTION VIEW <br />SCALE: 1" = V-0" <br />- 1x4 GLUED AND NAILED TO STRINGER FLOOR TRUSS OR <br />2x4 DRAFT GIRDER, FIELD VERIFY <br />STOP r" <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 />(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 />CONN. TO BOTT, <br />OF NEWEL POST <br />PER CONTRACT <br />El <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 />0 1 HII"C UUINJ I I"''(UU I IIIJIN Ur- I /'KILO <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 />H <br />2X B OCKING <br />PSON MTS 2 w/ <br />10d x 1 1/2" AILS - <br />D OR <br />IV <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 />JUL 2 1 202 <br />1. <br />Virtual Review Assist, Inc. <br />Plans Review completed and approves <br />for compliance with the 2020 FBC 7th Et <br />by Debra Anne Klahr PX2300 <br />2X BLOCKING <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />r <br />*' <br />M <br />N <br />p <br />N <br />a <br />€ s„• <br />00 <br />?a� <br />LO <br />';. <br />I <br />00 <br />LO <br />) <br />a., <br />I� <br />Z <br />f <br />,. <br />LL <br />w <br />Z <br />1 <br />Q <br />/N a) LOW > 0 R' o <br />W L <br />1001 U <br />CO ai <br />t�t' N <br />(n V -0 <br />-0 -, .2 m <br />4)O <br />L + L M <br />` o <br />O <br />i v <br />0" X Q <br />�N w <br />L <br />0� , U <br />Q <br />7W co <br />V <br />E <br />°o <br />W <br />ui ai w ° F- <br />wLu _ u2�_O <br />WC zo! 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