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{ <br />3 <br />W <br />I <br />i <br />S <br />m <br />t7 <br />V) <br />0 <br />0 <br />0 <br />0 <br />I <br />N <br />0 <br />4- <br />v <br />V)) <br />O <br />ii <br />rn <br />0 <br />Q <br />N <br />O <br />d <br />E <br />QD <br />aD <br />E <br />O <br />v <br />c <br />C: <br />J <br />y <br />a� <br />tZ <br />U <br />O <br />v1 <br />U <br />2 <br />c <br />U <br />J <br />LZ <br />N <br />O <br />0 <br />0 <br />00 <br />0 <br />N <br />N <br />r` <br />v <br />0 <br />Q <br />m <br />v <br />to <br />SCALE: ;' = 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 GLUT <br />NAILED MATCH NOS <br />OTHER TR <br />\ 610 <br />V V,'1 LL <br />FA <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />3YP CUT TO FIT ' I <br />kRS IN WALL I <br />2x12 SYPBBEARS IN WALL' I <br />X1 <br />2x6 SYP / <br />214 SYP BLOCKX <br />2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />AND NAILED TO FLOOR WITH GLUE (SIMPSON14)10d MTS <br />/ AT STRINGER CONTACT POINTS NAILS) <br />S) x 1 1/2" <br />/ \ NAILS) � <br />fI EW "A" <br />SECTION VIEW "B" <br />SCALE: 1" = T-0" SCALE: 1" = T-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 />—2x4 DRAFT RISER AND TREAD j <br />STOP <br />—2x8 SYP DRYWALL STOP MUST 1 <br />NOT TOUCH STRINGERS <br />2x4 BLOCKING FOR 2x12 I <br />—2x4 PT UNDER 2x12 C I <br />' , ROV►DE MOISTURE ' <br />\ PROTECTION <br />[YAATTAACH ALL COMPONENTS / <br />STAIR TO CONC. W/-1" X <br />TAPCONS @ MAX. 32" O.C. <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/4" X \ NAILED TO STRINGER <br />2 4' TAPCONS @ MAX. 32" O.C. \ <br />G-1 �— SECTION VIEW "C" , \ <br />SCALE: 1" = 1'-0" <br />TOP OF / \ <br />STRINGER I <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />/ STOP r�N [ <br />/ 2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERS G <br />E ' ` <br />I 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />\ 2x4 SYP BLOCKING <br />FOR STRAP <br />PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />D NAILED TO FLOOR WITH GLU S) x 1 1/2" <br />NAILS) <br />STRINGER CONTACT POINTS \ NAILS) <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" = T-0" <br />I <br />SECTION D—D <br />SCALE: V = 1'-0" <br />3/4 PLYWOOD <br />ON DECK <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 w/ (14) 10d x 1 <br />x8 SYP GLUED <br />BOTTOM, GLUED AND <br />1/2" NAILS) <br />AND NAILED TO <br />NAILED TO STRINGER <br />� / <br />FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED <br />NAILED <br />I <br />2xi <br />I <br />DRAFT STrP <br />I <br />2x4 PT NOTCHED INTO \ <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />2x8 SYP DRYWALL STOP MUST <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLU <br />/ NOT TOUCH STRINGERS <br />INTO FLOOR WITH GLUE-----' <br />AT STRINGER CONTACT \ <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />AT STRINGER CONTACT <br />POINTS � <br />E- <br />_ 1x4 GLUED AND NAILED TO STRINGER <br />POINTS <br />B —� <br />C <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />_ SCALE:' = 1'-0" <br />H <br />0 <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />IC <br />SECTION VIEW "E" <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />Lx4/GLUED AND NAILED TO STRINGER <br />/ KOR DRYWALL SPACING <br />— H <br />E SECTION VIEW <br />SCALE:' = 1'-0" <br />SCALE: V = T-0" <br />-3/4 PLYWOO1 <br />ON DECK <br />--2x8 SYP GLI <br />AND NAILE[ <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />C NOTE: 2x8 ' <br />\ DRYWALL STOP <br />NOT SHOWN <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />SE <br />\ FLOOR TRUSS OR CONN. TO <br />GIRDER, FIELD VERIFY OF NEWEL <br />\ PER CONT <br />V <br />/ I <br />1 <br />(2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1 PLYWOOD <br />W FROM JOIST TO JOIST. USE <br />ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED ANC <br />@ 6" O.C. TOP, BOTTOM NAILED TO JOIST. <br />AND VERT. <br />NEWEL POST <br />CTI ON VIEW "G" BLOCKING <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE: 2" = T-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <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 />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 />H <br />2X BL/ - 2X STRING�Ii R <br />OCKING <br />PSON MTSJ2 w/ I <br />10d x 1 1/2"\NAILS I <br />21 D O:E2X 3D BLOCKKING <br />RISE t <br />VARI E <br />ECTION VIEW "H11 <br />SCALE: 1" = V-0" <br />1 <br />� <br />o <br />> W <br />0 <br />_ <br />... 1C o i <br />w o <br />Q `� N � r+ <br />C1 N <br />d <br />E <br />r� Cj <br />o <br />. V <br />V <br />U ofQ&® <br />z, <br />ems. <br />�4 A.S <br />e¢ ca• <br />�� <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. 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() <br />d" <br />T_ <br />m <br />m <br />Z-' <br />M N <br />o <br />Z <br />E <br />w <br />a <br />E <br />U _j <br />Q p <br />JOB <br />NO: <br />22-09402 <br />SCALE : <br />AS NOTED <br />SHEET NO, <br />ST <br />r7777777777 <br />17, <br />