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Lt -- I - ILA I — <br />—1 1 1 <br />C7, <br />9 <br />LL <br />Ln <br />IV, <br />4=1 <br />u") <br />u,3 <br />21 <br />4:14 <br />CD <br />E <br />E <br />0 <br />E <br />a <br />o <br />-2 <br />16 <br />K3 <br />c"! <br />C�l <br />c-4 <br />04 <br />S'4 <br />C'4 <br />C I <br />CS <br />SCALE: J" = 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 />\ &4 <br />3/4" RISER CUT TO FIT <br />2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" <br />FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND <br />MTS12 wl (14) 10d x 1 <br />W' "J" x <br />BOTTOM, GLUED AND <br />"� <br />1/2" NAILS) <br />NAILED TO STRINGER <br />2xl 2 TREAD, <br />GLUED AND <br />NAILED <br />2x4 PT NOTCHED INTO Cb--] x I <br />STRINGER AND TAIPCONED '-/-2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU�� NOT TOUCH STRINGERS <br />AT STRINGER CONTACT L/2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS —Lx4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />SECTION VIEW <br />SCALE: ill = 11-01, <br />VVIALL <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD NTH STRINGER SIDE) TO BOTTOM EDGE OF 2xl 2 <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN 1" 1-1 7- "/ Z-�" <br />AND J" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />-,,,-lx4 GLUED AND NAILED TO STRINGER STRAP GLUED TO <br />RISER AND TREAD <br />-2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />SYP CUT TO FIT <br />ikRS IN WALL <br />—2x12 SYP lo <br />BEARS IN WALL x4 BLOCKING FOR 2x12 <br />-2x6 SYP 2x4 PT UNDER 2x12 ROVIDE MOISTURE <br />B ROVIDE MOIST/URE <br />PROTECTION <br />L:ATTACH ALL tCOMPONENTS <br />4 S BLOCKING O�S I W , X <br />yp OF STAIR TO CONC. W/ J" X <br />FOR STRAP T PCO M "0 C <br />(SIMP <br />2x4 PT NOTCHED INTO STRINGER MPSO MTS 2 J" TAPCONS @ MAX. 32" O.C. <br />1 1 SON MT!112 w/ <br />AND NAILED TO FLOOR WITH GLUE 1 "A r <br />AT STRINGER CONTACT POINTS (14) 1 Od x 1 1/2" ATTACH ALL COMPONENTS 1X4 GLUED AND <br />NAILS) OF STAIR TO CONC. W/ J" X NAILED TO STRINGER <br />2 4" TAPCONS @ MAX. 32" O.C. <br />(I EW "All SECTION VIEW "Bit <br />SCALE: 1 V-0" SCALE: 1 V-011 <br />GN THIS STUD WITH FACE OF 2nd RISER <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />"HQT MnT Tr'iHrW <br />GA <br />TOP OF <br />STRINGER <br />STRINGERS G--4� <br />E -------2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />k <br />r A 2X4 PT UNDER 2x12 OR LSC EACH <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />I PT NOTCHED INTO STRINGE\R (14) 1 Od x 1 1/2" <br />D NAILED TO FLOOR WITH GLU NAILS) <br />STRINGER CONTACT POINTS <br />SECTION VIEW "D" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYV400D DECKING <br />SCALE: 1 V-101" <br />-zf-t PLYWOOD <br />-2x SYP CUT TO FIT <br />BEARS IN WALL <br />------2xl2 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1 1'-0'. <br />NGER <br />3LUED <br />NAILED <br />SECTION D-D <br />-3/4 PLYWOOD <br />ON DECK <br />--2x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />2x4 DRAFT <br />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAILED <br />2x4 PT NOTCHED INTO I <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />Al <br />SCALE: 1 " = 1'-0'; <br />H 2x4 SYP'*BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 1 Od x 1 1/2" <br />IT NAILS) <br />SECTION VIEW "Ell <br />SCALE: 11"= 1'-0" <br />1 '1-7 10 V I N DPAFT,91PP I 1 11111 11 ii� <br />2 8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />-1- r,'HFD AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H <br />SECTION VIEW <br />SCALE: J, = 1'-0" <br />-3/4 PLYWC <br />ON DECK <br />--2x8 SYP <br />AND NAI <br />FRAMIN( <br />-2x4 DRAFT <br />STOP <br />2x4 BLOCKI <br />f1% <br />NOTE: 2x8 <br />DRYWALLSTOP <br />NOTSHOWN <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />SECTION VIEW licit <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 t'EDGE GOLD PROVIDE SOLID BLOCKING <br />OSB OR PLYWOOD BELOWALL NEWEL POST <br />OR 1 J'%16" LVL FROM JOIST TO JOIST. USE <br />ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND <br />@ 6" O.C. TOP, BOTTOM NAILED TO JOIST. <br />AND VERT. <br />NEWEL POST_ <br />.SECTION VIEW "Gli. <br />SCALE: 1 " = 1'-0" <br />BLOCKING <br />y �F SECTION VIEW <br />SCALE: J" = 1 --o' <br />STAIR CONSTRUCTION DETAILS <br />(IF 1 1X1 7 REDUCE SCALE.5) SCALE: AS NOTED <br />SCALE: 1 " = V-0" <br />JOINT <br />- TO <br />)ISTS) <br />NAILEDAND <br />TOP PLATE <br />NTO RIM BAND, <br />4D NAILED TO <br />WALL BELOW <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 />JOINT <br />- TO <br />)ISTS) <br />2X STRING�R <br />2X B <br />OCKING <br />PSON MTS <br />2 w/ <br />1 Od x 1 1/2" NAILS <br />3 D OR <br />2X BLOC;NG <br />RIS R <br />VARIES <br />ECTION VIEW "Hit <br />SCALE: 1 " = T-O" <br />L <br />a) <br />LL- <br />cz) <br />U) C-A <br />10 <br />CL W <br />CJ <br />t <br />CL <br />E <br />0 <br />IV <br />4;� <br />4�1 T <br />Z <br />4 <br />04?, <br />10 <br />%t 'o <br />st, 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 Ronda Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />structur eng nearing portions of the drawing pages anng <br />Engineer's signature and seat. <br />W <br />gE <br />0 8 <br />N 6 sm <br />0 !� — w- $ <br />e C:nl "'21 'Z �T? <br />N 0 <br />W <br />U LL a. <br />Z 31 CL <br />C: 1, <br />g 9 <br />='R <br />i <br />W C" 0 <br />r- cn <br />z T 0 <br />M z <br />04 <br />z <br />W Cl 13 <br />0 <br />< <br />4-J <br />U <br />0 <br />U) <br />E <br />ROD Lau- 8 <br />U) <br />< <br />C=l <br />00 <br />z <br />z <br />< <br />gE <br />Z< <br />0 <br />E <br />< Do <br />a. <br />, <br />0< <br />— <br />00 <br />Du <br />Ox <br />0, <br />z <br />< 0 <br />'. <br />z <br />�z <br />E <br />co ro <br />< <br />- <br />.0 <br />'0- <br />Z 11 <br />z <br />M <br />W <br />0. <br />�z <br />'< <br />0 <br />Z� ZO <br />0 <br />W <br />CIO <br />z <br />A <br />cl� <br />LO <br />L0 <br />cc <br />0 <br />CL <br />cc 01) <br />:3 <br />CY) <br />C:) <br />Cr <br />C) <br />U) <br />CN <br />L-0 <br />U) <br />(n c) <br />0) <br />C-4 <br />C:) <br />LO <br />00 <br />CN <br />LO C14 <br />0) <br />LO <br />00 <br />E <br />CV) <br />0 <br />z <br />M <br />z <br />E <br />E <br />0 W <br />0 -j 0 <br />3 <br />JOB <br />NO: 23-00516 <br />SCALE : AS NOTED <br />SHEE7 NO. <br />ST <br />