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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 GLUT <br />NAILED MATCH NOS <br />OTHER l <br />0, <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—\ <br />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 />l <br />I <br />I <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLU <br />AT STRINGER CONTACT \ <br />POINTS / <br />E . <br />I ' f-2x8 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 />H SECTION VIEW <br />SCALE: z' = 1'-0" <br />VVMLL <br />-A <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />SYP CUT TO FIT <br />%RS IN WALL i <br />2x12 SYP ~' <br />BEARS IN WALL) <br />2x6 SYP / <br />2x4 SYP BLOCKING <br />2x4 PT NOTCHED INTO STRINGER 7 FOR STRAP <br />AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ <br />/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" <br />/ \ NAILS) <br />(I EW "A" SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-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 44STRINGER <br />MAINTAIN BETWEEN -1 <br />AND 4" 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 <br />STOP / <br />—2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />-'--2x4 BLOCKING FOR 2x12 /� I <br />2x4 PT UNDER 2x12 C I <br />1 ROVIDE MOISTURE ' <br />\ PROTECTION <br />LATTACH ALL COMPONENTS / <br />STAIR TO CONC. W/ 4" XTAPCONS @ MAX. 32" O.C. <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/j" X NAILED TO STRINGER <br />2 -1' TAPCONS @ MAX. 32" O.C. \ / <br />TOP OF \ <br />STRINGER I <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 />E2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />\ 2x4 SYP BLOCKING <br />FOR STRAP <br />I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />D NAILED TO FLOOR WITH GLU ) x 1 1/2" <br />NAILS) <br />STRINGER CONTACT POINTS \ NAI <br />SECTION VIEW "D11 <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 />Zx12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = V-0" <br />NGER <br />SLUED <br />NAILED <br />SECTION D-D <br />SCALE: 1" = 1'-0" <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 />NAILEC <br />I <br />I <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />J <br />n <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />SECTION VIEW "E" <br />/ F <br />\ / F <br />tH--S2X4 <br />TC <br />DRAFTS P <br />" 1 11 I:u <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />1x4/GLUED AND NAILED TO STRINGER <br />i \ / KOR DRYWALL SPACING <br />—H <br />E SECTION VIEW <br />SCALE: 4" = 1'-0" <br />2x4 <br />SCALE: 1" = 1'-0" <br />—� 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 />SECTION VIEW "C" <br />SCALE: 1" = T-0" <br />\ FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO <br />GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK <br />PER CONTRACTOR <br />\ PROVIDE <br />\ / V BLOCKING <br />I <br />❑ 2X8 BLOCKING <br />FOR NEWEL POST <br />/ TO ANCHOR TO. <br />(2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) <br />R PLYWOOD BELOW ALL NEWEL POST <br />OSB O <br />OR 1 R PL16" W FROM JOIST TO JOIST. USE <br />ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR <br />@ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES <br />AND VERT. <br />NEWEL POST <br />SECTION VIEW "G" <br />SCALE: 1" 1'-0" <br />F SECTION VIEW <br />SCALE: Z' = 1'-0" <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = T-0" <br />MALL JOINT <br />YWALL TO <br />/ER JOISTS) <br />STUD NAILED AND <br />JED TO TOP PLATE <br />CUT INTO RIM BAND, <br />JED AND NAILED TO <br />BRING WALL BELOW <br />WALL JOINT <br />YWALL TO <br />/ER JOISTS) <br />H <br />2X <br />II <br />2X BLOCKING <br />STRING�R <br />SIMPSON MTSJ2 w/ <br />' <br />(14) 10d x 1 1/2"\NAILS <br />34D OR <br />34D <br />2X BL05KING <br />RISiT <br />/ <br />VARIE <br />SECTION VIEW "H" <br />SCALE: 1" = V-0" <br />,na <br />c� <br />cm <br />cv <br />C <br />0 <br />O <br />o s <br />o- <br />_... H /0 G a- <br />'O <br />N C <br />4 � N Y <br />m <br />� 3 m <br />L <br />10 d m <br />� <br />m <br />ego <br />N = <br />c � <br />� o <br />� v <br />w <br />; <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 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />N <br />W �E <br />-, 8 <br />Q <br />N o <br />Q c 0 h <br />G , N <br />7 <br />M <br />N s J <br />4 M V ik LL <br />c - LL 52 L4 <br />cau w a <br />—ate o <br />Z <br />�90 <br />� o <br />lY (D <br />� � CV v <br />Wink°'°' <br />co W <br />Z N M Z Q J <br />Z N OU Cn <br />M � <br />Z N M <br />O � <br />Z O Q <br />�C d: <br />d <br />13 <br />M <br />� a <br />0 `o <br />W^vi' <br />u- <br />� <br />Fj <br />Q <br />O W <br />C2, w <br />U <br />U—j <br />E <br />all <br />m! <br />t� <br />L U <br />U o N <br />N <br />m <br />6 <br />r< <br />coW <br />M <br />0 <br />Z <br />< <br />r.i <br />E <br />zffi <br />>N <br />CL <br />— fi <br />CILU <br />00 <br />co E <br />9< <br />az¢ <br />8 <br />az <br />wz <br />fn <br />¢z <br />mp <br />Z <br />m <br />°m <br />'<Z <br />o <br />0 <br />z0 <br />gU <br />U <br />W <br />A <br />m <br />Qz <br />o <br />w <br />=3 <br />-0 <br />z�< <br />> LO <br />N <br />rn <br />co <br />m <br />O <br />L <br />M <br />(0 Lo <br />r <br />LO <br />Q <br />I1 <br />0 <br />(n 0 s <br />N <br />m _ <br />L0 <br />co <br />0) <br />Cfl <br />�+ r 0 <br />L., J <br />r <br />cc <br />Q I <br />r <br />'^ eM T <br />M � <br />o <br />Z <br />M <br />z <br />N <br />E T W <br />ro <br />c <br />d <br />U Q cc <br />JOB <br />NO: 23-06109 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />