Laserfiche WebLink
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 />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN 1/4" <br />AND 1/2" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />I <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLU <br />AT STRINGER CONTACT \ <br />POINTS <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON _ <br />OTHER TREADS / <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />MTS12 w/ (14) 10d x 1 <br />1/2" NAILS) <br />�`tW 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 />V VP%LL <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />SYP CUT TO FIT <br />4RS IN WALL I <br />--2x12 SYP <br />BEARS IN WALL <br />ZZA <br />2x6 SYP / <br />2x4 SYP BLOCKING <br />2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />i AND NAILED TO FLOOR WITH GLUE (SIMPSON1)1Odx1 1/2 12 w/ <br />AT STRINGER CONTACT POINTS \ 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 STRINGER <br />MAINTAIN BETWEEN" <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 />—2x4 DRAFT RISER AND TREAD <br />STOP / <br />—2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />I 4-2x4 BLOCKING FOR 2x12 C- <br />2x4 PT UNDER 2x12 <br />JOTE <br />\ P <br />L?ATTACHALLCOMP <br />/ <br />TAIR TO CONC. <br />TAPCONS @ MA —ATTACH ALL COMPONENTS 1x4 GLUED AND% <br />OF STAIR TO CONC. W/T" X \ NAILED TO STRINGER <br />2" TAPCONS @ MAX. 32" O.C. \ / <br />GA <br />TOP OF ' \ <br />STRINGER <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />/ STOP <br />2x8 SYP DRYWALL STOP r <br />MUST NOT TOUCH ' <br />' 'STRINGERS <br />E2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />\ 2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />I PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" <br />D NAILED TO FLOOR WITH GLUE NAILS) <br />STRINGER CONTACT POINTS \ <br />\ / <br />SECTION VIEW " D" <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED " PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />2x4 GLUED <br />AND 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 2x12 <br />STOP TREAD <br />GLUED <br />AND <br />r< <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE <br />AT STRINGER CONTACT <br />POINTS <br />[.l <br />/ <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />f2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />LIX4/GLUED AND NAILED TO STRINGER <br />�-`OR DRYWALL SPACING <br />H <br />SECTION VIEW E SE <br />SCALE: z' = T-0" <br />SECTION VIEW "E" <br />CTION VIEW <br />SCALE: Z' = 1'-0" <br />01` <br />A <br />F <br />2x4 <br />STC <br />2x4 <br />SCALE: 1" = T-0" <br />NOTE: 2x8 1 <br />\ DRYWALL STOP <br />\ NOT SHOWN <br />\ / <br />STRINGER \C <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <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 />1 <br />t-(2) LAYER 4" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 a"X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />YA <br />F SECTION VIEW <br />SCALE:.2 = 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 />POST LET INTO <br />OCK <br />3E <br />]NG <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />?X8 BLOCKING <br />:OR NEWEL POST <br />FO ANCHOR TO. <br />GLUED AND NAILED) <br />LOOR <br />TRUSSES <br />SCALE: 1" = 1'-0" <br />JOINT <br />_TO <br />)I STS) <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 B[I(OCKING <br />2X STRINGER <br />PSON MTS12 w/ <br />' <br />10d x 1 1/2"`NAILS <br />\ZND <br />OR <br />3k <br />2X BL05KING <br />RISK <br />/ <br />VARIES-,, <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />N <br />co <br />`o <br />,o <br />> 4J <br />cc,L <br />mg <br />C= <br />- --arc <br />c rs a <br />*n M C= <br />CC r N <br />E L c <br />eu C3 <br />� 3 <br />as � <br />rs. <br />� <br />c � <br />o <br />'� <br />,,�>>�U1111tHlNe tf <br />9.Q W N�°f�i <br />Nus <br />=Caj• �� C�v <br />• d <br />• g <br />cu <br />®;r <br />ROSES S\O <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 <br />7th Edition. Engineer's signature and seat is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W vE <br />4 p M <br />5N N O <br />2 � _ ti <br />N <br />M0M <br />0) ^ a J <br />0 M !j 4h LL <br />Q LL w <br />JLLrL <br />t7 LL <br />Z -�� a <br />r o <br />0 <br />_� <br />r,a o <br />0 N <br />W 0, <br />W 05 CP . m w <br />0 <br />Z L NZ <br />CO J <br />IL <br />�n N <br />V o <br />Z O0 <br />U cn <br />W pp <br />U � <br />N <br />O <br />z�§ <br />z g <br />J <br />U) <br />M <br />N q <br />� 0 <br />a-.J v� <br />V <br />0 <br />�V) <br />U3 <br />X <br />U <br />W J <br />r-- _ E <br />S <br />I <br />2 I <br />s L y <br />CD <br />¢ <br />W <br />Z <br />cM <br />M <br />LL_zo <br />w <br />o <br />q <br />>� <br />mE <br />w°Zm <br />o- o <br />E U <br />F rT3 <br />0 <br />o <br />00 <br />�0 <br />E <br />H <br />°zO <br />azL <br />rot- <br />mg <br />o <br />zz- <br />z <br />2 <br />zz <br />'� <br />C0w <br />y <br />a ° <br />o <br />o <br />Z <br />noo <br />W <br />$3 <br />z <br />o <br />� < <br />-o0 <br />et <br />w <br />0zl¢ <br />o '_—' <br />U 3 <br />c <br />o r <br />> d' <br />hi <br />Ca <br />N <br />0 <br />C� <br />>, <br />N <br />rca <br />cs� <br />c <br />O <br />' <br />O <br />Cn <br />M <br />Lr'.) <br />C m CO <br />CD <br />coo <br />C= <br />.--- <br />O N <br />Cy <br />N <br />L ? <br />00CD <br />y--• <br />c <br />I CO d <br />CT�j <br />Q CV r <br />U-5 <br />0o <br />Co 00 <br />r <br />E <br />M r <br />= Q <br />Z <br />c <br />iri <br />E O <br />a <br />E v <br />U _j Q p I <br />_j <br />JOB <br />NO: 22-11681-11674 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />i <br />r; <br />Zr <br />