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Cn <br />SCALE: " = 1'-0" <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 />2x� <br />I D FT ST P <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ 2X8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />/ <br />STRINGER CONTACT \ / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS / \ 1x4 GLUED AND NAILED TO STRINGER <br />E—/ FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: }" = 1'-0" <br />MALL <br />A <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />SYP CUT TO FIT I I <br />4RS IN WALL I <br />--11xl2 SYP <br />BEARS IN WALL I I <br />—2x6 SYP / 1 <br />2x4 SYP BLOCKING <br />2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />/ AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ <br />AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS <br />�I EW "A" <br />SECTION VIEW "B" <br />SCALE: 1" = V-0" SCALE: 1" = V-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <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/ <br />AND}" 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 STRAP GLUED TO <br />NIc- <br />-2x4 DRAFT RISER AND TREAD / <br />STOP <br />—2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS 71 <br />-+--2x4 BLOCKING FOR 2x12 I <br />2x4 PT UNDER 2x12 G I <br />I ROVIDE MOISTURE ' <br />PROTECTION <br />ATTACH ALL COMPONENTS / <br />OF STAIR TO CONC. W/4" X <br />2" TAPCONS @MAX. 32" O.C. <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/" X \ NAILED TO STRINGER / <br />2 J" 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 />I STRINGERS <br />E1 <br />I 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />t 2X4 SYP 1 <br />` BLOCKING <br />FOR STRAP / <br />\ (SIMPSON MTS12 w/ <br />I PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" NAILS) <br />D NAILED TO FLOOR WITH GLUE <br />STRINGER CONTACT POINTS \ <br />\ / <br />SECTION VIEW "D" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = V-0" <br />PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = V-0" <br />NGER <br />A <br />SLUED <br />NAILED <br />SECTION D-D <br />-3/4 PLYWOOD <br />ON DECK <br />--22x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />GLUED <br />AND <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 />41 2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />1712x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />LX4'/GLUED AND NAILED TO STRINGER <br />/ .KOR DRYWALL SPACING <br />H <br />/ <br />SECTION VIEW "E" <br />E SECTION VIEW <br />SCALE: " = 1'-0" <br />SCALE: 1" = V-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 />C NOTE: 2x8 <br />\ DRYWALL STOP <br />NOT SHOWN <br />SECTION VIEW "C" <br />SCALE: 1" = V-0" <br />FLOOR TRUSS OR CONN. TO BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />PER CONTRACT <br />I <br />STRINGER \< <br />OPTION: 2X4 CUT ON (2) LAYER J" EDGE GOLD <br />BEVEL GLUED AND OSB OR PLYWOOD <br />NAILED TO SUPPORT OR 1"X16" LVL <br />W/ SIMPSON H3 ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT, <br />SECTION VIEW "G" <br />SCALE: 1" = V-0" <br />F SECTION VIEW <br />SCALE:" = 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 />NEWEL POST <br />BLOCKING <br />!L POST LET INTO <br />ILOCK <br />IDE <br />KING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />SCALE: 1" = V-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />)TOP PLATE <br />VTO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X BL/ 2X STRIN4R <br />OCKING <br />PSON MTSJ2 w/ <br />' <br />10d x 1 1/2" AILS <br />\AD OR <br />AD2X <br />BLOCKING <br />RISK <br />VARIE <br />/ <br />ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />N� O <br />7_O <br />e <br />r;� 2 <br />.x Z' <br />N L ct5 <br />cD U <br />Q y <br />4) <br />Q <br />JW <br />ti\NN l`N. <br />17 U vv <br />`N` P. ....... N <br />'�a <br />++C, <br />i V <br />Q F.1p1 fV <br />r, `,% OF 4 <br />0i <br />w <br />FL0� ��+w <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 Florida 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 seal. <br />to U) <br />W CXx <br />= <br />V N. <br />0 ��;00t LLa <br />Jui <br />aaj U) fY <br />U. LL 0. 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