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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 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, GLUEDAND 1/2" NAILS) / <br />NAILED TO STRINGER \ / <br />2x12 TREAD i -- <br />GLUED AND <br />NAILED <br />' 2x� <br />I DRAFTS P <br />2x4 PT NOTCHED INTO \ <br />STRINGER AND TAPCONED <br />2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />AT 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: 2" = 1'-0" <br />V VP%LL <br />SECTIO <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />3YP CUT TO FIT <br />kRS IN WALL I <br />2x12 SYP <br />BEARS IN WALL I <br />—2x6 SYP / <br />2x4 SYP BLOCKING <br />'X 2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />4) 1 <br />/ AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ <br />AT STRINGER CONTACT POINTS \ NAILS)d x 1 1/2" / <br />fI EW "A" <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = V-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />—3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN a' <br />AND J" 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 />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />—2x4 DRAFT RISER AND TREAD <br />STOP / <br />-2x8 SYP DRYWALL STOP MUST 1 <br />NOT TOUCH STRINGERS <br />1 I <br />-I--2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />tCOMPONENTS <br />IDE MOISTURE <br />\ ECTION / <br />LZATTACH / <br />T"X <br />2" O.C. <br />—ATTACH ALL COMPONENTS 1x4 <br />OF STAIR TO CONC. W/J" X \ NAILED TO STRINGER / <br />2 J" TAPCONS @ MAX. 32" O.C. \ / <br />GA"� <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 />2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />It <br />\ 2x4 SYP BLOCKING <br />FOR STRAP <br />PT NOTCHED INTO STRINGER (SIMPSON14)1Odx 1 1/2" <br />MTS12 w/ <br />D NAILED TO FLOOR WITH GLUE NAILS <br />STRINGER CONTACT POINTS ) <br />N VIEW "D" SECTION VIEW "E" <br />SCALE: 1" = T-0" 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" = 1'-0" <br />I <br />SECTION D-D <br />SCALE: 1" = 1'-0" <br />3/4 PLYWOOD <br />ON DECK <br />--2x$ SYP GLUED <br />AND NAILED TO <br />FRAMING <br />2x4 DRAFT <br />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAILEC <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />r� <br />J <br />ff <br />i <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />EN "Ma <br />/ <br />`-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />1x4"GLUED AND NAILED TO STRINGER <br />00R DRYWALL SPACING <br />H <br />E SECTION VIEW <br />_ SCALE: I' = 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 />C—� NOTE: 2x8 ' <br />\ DRYWALL STOP <br />\ NOT SHOWN <br />STRINGER \f <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-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 />\ / I BLOCKING <br />❑ 2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />6;� 6�� <br />OR 1 a'X16" LVL 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 "G11 <br />SCALE: 1" = T-0" <br />BLOCKING <br />F SECTION VIEW <br />SCALE: I" = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = 1'-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />dD NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRING6 <br />2X BLOCKING <br />PSON MTSJ2 w/ ' <br />10d x 1 1/2" AILS <br />\ <br />NDo <br />D R 2X BL05KING <br />RISL!t <br />VARI E <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />C" <br />+�v <br />M <br />5. <br />7, <br />CIZ <br />€'1 <br />r� <br />''W <br />na �, <br />r_ E <br />!� e3 <br />as . t-' <br />)hill <br />NX8¢G W rPrf <br />J ro <br />r <br />{#+#1l1y11ii <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />OMEN` <br />` W <br />f 8 <br />Ea O M <br />N 6200 <br />y7 ci N n <br />8'la O j aD N ���pp' n <br />t N M V J V; <br />C J LL 11J <br />i <br />LL LL awn <br />,n J <br />V _ Z , am a 5 <br />r o <br />ih. W <br />ogti�Rx <br />" W rn rn <br />co <br />0 <br />Z � MZ d <br />Z w O U 1 <br />W ❑ ❑ <br />z N ca <br />O <br />z <br />z <br />a o <br />J — <br />04 <br />N <br />M <br />C!� <br />N z <br />0 o <br />u- <br />a--+ <br />0,,�0 <br />V) <br />U <br />W J <br />2p <br />I <br />I <br />z <br />Q N m <br />oCo <br />w <br />M <br />z <br />� <br />J <br />LL <br />cxT E <br />Ooo <br />ZO <br />g <br />}N <br />Z® <br />v <br />O E <br />O <br />a � <br />z <br />co <br />wo <br />az <br />¢a <br />mw <br />L <br />ro <br />C <br />z <br />0. <br />m0 <br />o <br />Z z <br />_ w <br />J <br />'m <br />a <br />}w <br />z <br />Cl) <br />o <br />5z <br />W <br />v <br />w� <br />a <br />yF <br /><o <br />LL <br />o <br />as <br />x,do <br />C) co <br />u <br />of < <br />x <br />�U <br />c <br />•0 T <br />ui <br />rn <br />CO <br />C <br />1� <br />O <br />r <br />T— <br />�p <br />3: <br />Iv— <br />co c <br />O <br />C.' <br />tY:)ca <br />O <br />1 <br />CD <br />00 <br />T <br />U—cN <br />Q <br />O <br />CD O N <br />U-5 <br />CD co O <br />-� <br />>� <br />Qj N N <br />� <br />(� O <br />T <br />C=? <br />(D <br />04 <br />T M I— <br />o <br />M <br />� Q ib <br />z <br />z <br />E C) d <br />a <br />E <br />v -j ¢ o <br />� <br />JOB <br />NO: 22-12552-12545 <br />SCALE : AS NOTED <br />SHEET NO. <br />