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Fn <br />'0 <br />L0 <br />LO <br />Z. <br />LO <br />co <br />K) <br />CN <br />Fn <br />to <br />C*4 <br />P <br />60 <br />Ev <br />0 <br />LO <br />E <br />12 <br />9 <br />C <br />CL <br />CD <br />SCALE: 4- = 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 />Vv/1%LL. <br />MAW <br />SYP CUT TO FIT <br />kRS IN WALL <br />—2x12 SYP <br />BEARS IN WALL, <br />—2x6 SYP <br />ALIGN THIS STUD NTH <br />FACE OF 2ND RISER <br />F— I I <br />2x4 SYP BLOCKING <br />FOR STRAP <br />2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />AND NAILED TO FLOOR WITH GLUE (14) 1 Od x 1 1/2" <br />AT STRINGER CONTACT POINTS NAILS) <br />fIEW "All <br />SECTION VIEW 11131'_ <br />SCALE: 1 T-0" SCALE: 1 V-0" <br />GN THIS STUD WITH FACE OF 2nd RISER <br />1x4 GLUED AND NAILED TO STRINGER <br />I N----,2x4 DRAFT <br />WOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />—3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN T' <br />AND 4" GAP TOP AND <br />BOTTOM, GLUED AND 7— <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />—1x4 GLUED AND NAILED TO STRINGER STRAPGLUEDTO <br />2x4 DRAFT RISER AND TREAD <br />STOP <br />/zz/ <br />—2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />—2x4 BLOCKING FOR 2x12 <br />4 PT UNDER 2x12 <br />PROVIDE MOISTURE/ <br />OTECTION <br />TT <br />0 S <br />ROVIDE MOISTURE <br />PROTECTION <br />LATTACH ALL COMPONENTS <br />OF STAIR TO *CONC. W/ J" X <br />2 t'TAPCONS @ MAX. 32" O.C. <br />r <br />'I I jll:� N ___ <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ T'X NAILED TO STRINGER <br />2 J" TAPCONS @ MAX. 32" O.C. \ "I-z <br />GA SECTION VIEW licit <br />SCALE: 1 V-0" <br />TOP OF <br />STRINGER <br />STRINGERS G--4� <br />E-1 2x4 BLOCKING FOR 2x12 SIMPSON A135 <br />C <br />2x4 PT UNDER 2x12 OR LSC EACH <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 />SECTION VIEW "ID11 <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: I"= V-0" <br />'PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />------2xl2 SYP <br />BEARS IN WALL <br />.BULLNOSE DETAIL- <br />SCALE: 1 " = V-10" <br />ER <br />IED <br />,ILED <br />0 <br />SECTION D-D. <br />2x4 SPF NOSING GLUED AND <br />SCALE: V'= T-O" <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />7TION <br />3/4 PLYWOOD <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING <br />DECK <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON <br />H 2x4 SYP BLOCKING <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 <br />X8 SYP GLUED FOR STRAP <br />BOTTOM, GLUED AND 1/2" NAILS) <br />AND NAILED TO (SIMPSONMTS12w/ <br />NAILED TO STRINGER <br />FRAMING (14) 1 Od x 1 1/2" <br />—2x4 DRAFT 2x12 NAILS) <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED—\ <br />NAILED---\ <br />2x4 PT NOTCHED INTO 1jQ!Q <br />STRINGER AND TAPCONED \ 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU��� L/NOT TOUCH STRINGERS <br />AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />SECTION VIEW <br />SCALE: J, = v-0" <br />DRAFT STOP <br />2x4 PT N T HE IN <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLUE---` NOT TOUCH STRINGERS <br />AT STRINGER CONTACT L /GLUED AND NAILED TO STRINGER <br />POINTS FOR DRYWALL SPACING <br />H <br />SECTION VIEW "Ell <br />SECTION VIEW <br />SCALE: �, = 1 1-01, <br />AT,, <br />F <br />2X4 <br />ST( <br />2x4 <br />SCALE: 1 " = V-10" <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />FLOOR TRUSS OR CONN. TO <br />GIRDER, FIELD VERIFY OF NEWEL <br />PER CONT <br />-(2) LAYER t'EDGE GOLD PROVIDE SOLID BLOCKING <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1 j`X16" LVL FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS GLUED ANE <br />ATTACHED W/ 12d NAILS NAILED TO JOIST. <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />NEWEL P <br />SECTION VIEW 11G' 1 <br />SCALE: 1 " = V-011 <br />SECTION VIEW <br />SCALE: 4" = v-0,; <br />OST <br />BLOCKING_ <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 />NAILED AND <br />TOP PLATE <br />4TO RIM BAND, <br />ID NAILED TO <br />VVALL BELOW <br />1 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 />JOINT <br />- TO <br />)ISTS) <br />2X STRING�R <br />2X B OCKING <br />PSON MTS W/ <br />;2 <br />V"",nc <br />1 Od x 1 1/2" NAILS — <br />0 <br />ND R <br />3 <br />2X BLO NG <br />% <br />RIS R <br />VARIES <br />ECTION VIEW "Hit <br />SCALE: 1 " = V-0" <br />N <br />L <br />CL <br />C, <br />V-4 <br />W <br />E <br />E <br />!ZF 71, <br />S <br />Tb <br />i- L O�L <br />V, <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edibon, Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />AIN� 0 <br />W <br />E <br />8 <br />0 <br />C', <br />Iwo "D <br />64 0 <br />-.-7 1 <br />11 <br />13 <br />co <br />_j LL LL <br />ig <br />W <br />9 0 <br />'5 W C14 <br />W <br />IL <br />cc <br />u') Z < <br />C14 M <br />z <br />< <br />60 00 <br />W <br />W <br />C3 El <br />f-D nm!p <br />CD <br />< <br />T V) <br />0 -8 <br />im <br />'S <br />2 <br />0 <br />LLJ 9 <br />Llr) <br />Ln <br />U) <br />U <br />< <br />z <br />Cn <br />--j <br />U- <br />ZO <br />E <br />-0 <br />— <br />z <br />0 <br />E <br />ni <br />Q <br />C— E <br />M 0 <br />R . <br />0 � <br />00 <br />11 � <br />0 <br />2 <br />z <br />W <br />Aa--) <br />=3 <br />U) <br />00 <br />Z FF <br />z <br />Cn <br />W <br />0 2 <br />z Z <br />� 0 <br />W <br />—0 <br />CL <br />2 <br />b <br />6j <br />10 <br />zit <br />2T <br />LO <br />LO <br />—j <br />C) <br />z <br />M <br />U) <br />(1) 04 <br />CID <br />M 04 <br />LL 0 <br />C:) <br />0) <br />CN <br />cle) <br />Q <br />C11) (0 <br />0) <br />LO <br />04 <br />T— <br />E <br />ce) <br />0 <br />z <br />0 0 <br />'a <br />JOB <br />NO <br />22-12365 <br />SCALE : <br />AS NOTED <br />SHEE7 NO. <br />ST <br />