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CD <br />-q- <br />C14 <br />C14 <br />V) <br />4� <br />C14 <br />C14 <br />r— <br />LO <br />L0 <br />CD <br />C14 <br />C14 <br />C14 <br />U') <br />0 <br />C14 <br />9 <br />L0 <br />C) <br />LO <br />C I D <br />1") <br />r_r <br />3:__ <br />j� <br />rn <br />C14 <br />C) <br />CL <br />E <br />E <br />0 <br />0 <br />CL <br />LZ <br />LO <br />C14 <br />LO <br />im <br />;:7 <br />V) <br />LLJ <br />M <br />M <br />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 PLAN DETAILS <br />FOR RISE AND RUN INFORMATION. <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />VVIALL <br />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />J_A <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />SYP CUT TO FIT <br />NRS IN WALL <br />—2x12 SYP <br />BEARS IN WALL <br />-2x6 SYP <br />2x4 SYP BLOCKING <br />FOR STRAP <br />2x4 PT NOTCHED INTO STRINGER-_\_7 W/ <br />AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ <br />AT STRINGER CONTACT POINTS (14) 1 Od x 1 1/2" <br />NAILS) <br />fI EW "All <br />SECTION VIEW "B" <br />SCALE: 1 V-0" SCALE: 1 V-10" <br />TLIGN THIS STUD WITH FACE OF 2nd RISER <br />X <br />61. <br />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN 4" <br />AND 21" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x12 SYP -_ SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER /7\--,,._ FSIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />-lx4 GLUED AND NAILED TO STRINGER STRAPGLUEDTO <br />-2x4 DRAFT RISER AND TREAD <br />STOP <br />-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />I r <br />+-2x4 BLOCKING FOR 2x12 <br />T-2X4 PT UNDER 2X12 <br />ROVIDE MOISTURE <br />TT PRJOTECTION <br />LZATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ -I" X <br />4 <br />@ M <br />2 TAPCONS MAX. 32" O.C. <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ J" X NAILED TO STRINGER <br />2 -41" 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 <br />2x8 SYP DRYWALL STOP <br />'__�_MUST NOT TOUCH <br />STRINGERS G <br />E-2X4 BLOCKING FOR 2x12 SIMPSON A35 <br />_A" � <br />A 2x4 PT UNDER 2x12 OR LSC E C�H <br />L - l___><__r <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />PT NOTCHED INTO STRINGER (14) 1 Od x 1 1/2" <br />D NAILED TO FLOOR WITH GLUE-\/\ NAILS) <br />STRINGER CONTACT POINTS <br />I-- __ — — — __ ___ 1-1 <br />CTION VIEW "ID". SECTION VIEW "Ell <br />SCALE: 1 " = V-0" SCALE: 1" = V-01. <br />PLYWOOD <br />SYP CUT TO FIT <br />B E <br />EARS IN WALL <br />x12 SYP <br />____2BEARS IN WALL <br />BULLNOSE DETAIL. <br />SCALE: 1 " = 1'-0" <br />SECTION D-D <br />�3/4 PLYWOOD <br />ON DECK <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON "��x8 SYP GLUED <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 <br />BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO <br />NAILED TO STRINGER FRAMING <br />—2x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD GLUED <br />GLUEDAND AND <br />NAILED--\ NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE----' <br />AT STRINGER CONTACT <br />POINTS <br />Llt2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />-1x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />SECTION VIEW <br />SCALE: 1'. = V-01. <br />2 <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />SCALE: 1 " = 1'-0" <br />L �'2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />1x4/GLUED AND NAILED TO STRINGER <br />KOR DRYWALL SPACING <br />H <br />/4E SECTION VIEW <br />SCALE: 1' = V-01. <br />2 <br />-3/4 PLYWC <br />ON DECK <br />--2x8 SYP <br />AND NAI <br />FRAMIN( <br />-2x4 DRAFT <br />STOP <br />2x4 BLOCKI <br />t-% - <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <br />STRINGER <br />SECTION VIEW VIC11 <br />FLOOR TRUSS OR <br />GIRDER, FIELD VERIFY <br />(2) LAYER 21' EDGE GOLD <br />4 <br />OPTION: 2X4 CUT ON OSB OR PLYWOOD <br />BEVEL GLUED AND OR 1 a4"X16" LVL <br />ID <br />NAILED TO SUPPORT <br />W1 SIMPSON H3 ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "Gfl <br />SCALE: 1 " = V-0" <br />SECTION VIEW <br />SCALE: J" = 1'-0'; <br />SCALE: 1 " = V-0" <br />CONN. TO <br />OFNEWEL <br />PER CONT <br />PROVIDE SOLID BLOCKING <br />BELOW ALL NEWEL POST <br />FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED ANC <br />NAILED TO JOIST. <br />:L POST LET INTO <br />ILOCK <br />IDE <br />KING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />F1 00P <br />TRUSSES <br />NEWEL POST. <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 1 IX1 7 REDUCE SCALE.5) SCALE: AS NOTED <br />SCALE: 1 " = V-0" <br />JOINT <br />- TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <br />JOINT <br />- TO <br />)ISTS) <br />2X STRINAR <br />2X 1311OCKING <br />PSON MTS12 w/ <br />1 Od x 1 1/2" AILS <br />2ND OR <br />AD <br />2X BLO 5PNG <br />RIS�E� <br />VARIE <br />ECTION VIEW 111-111 <br />SCALE: V= V-0" <br />lip <br />1A <br />cc <br />ch a) <br />01 <br />to C) <br />% <br />V <br />S E <br />< <br />F 1-0 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Horde Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and sea]. <br />W <br />cS E N <br />0 co c-, <br />0 C, <br />C. <br />.2-0. <br />0 oo (n <br />Lu <br />C") <br />LL LL z <br />0 <br />Z <br />. <br />o� <br />C' <br />C�;S. 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