Laserfiche WebLink
I � I I� n I �I � R 1'r• 11 1 I111 I n <br />ALL STAIR STRINGERS <br />AND TREADS TO BE <br />#2 SYP (MIN.) <br />THREADS, RISERS, AND <br />3/4" PLYWOOD NOT <br />SHOWN IN DETAIL FOR <br />CLARITY <br />ALL WOOD TO WOOD <br />CONNECTIONS TO BE <br />GLUED (PL 200) AND <br />NAILED (MIN. (2)16d). <br />1 3/4 x 11 <br />J VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />JOIST <br />STRINGER MUST MAKE FI <br />CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />D 1 WALL GLUED TO <br />It 2x8 <br />2x4 UNDER STRINGER GLUED AND <br />NAILED TO LANDING BLOCKING x8 SYP <br />D <br />2x4 PT NOTC <br />INTO STRINGER <br />H D <br />—2x8 BLOCKING FOR STRAP 2x8 SYP <br />L-1x4 blocking <br />SIMPSON MSTA21 w/ (16) 10d NAILS E <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD - <br />PLAN VIEW <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 />2x8 <br />SYP <br />10 <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />-------2x12 SYP <br />BEARS IN WALL <br />—2x6 SYP <br />B� <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN J" <br />AND J" GAP TOP AND <br />BOTTOM, GLUED AND -- <br />NAILED TO STRINGER ////X/ <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />ix4 GLUED AND NAILED TO STRINGER STRAP GLUED TO <br />2x4 DRAFT RISER AND TREAD <br />STOP <br />i <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />7777 <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 \ x 1 1/2" <br />NAILS) <br />/ <br />SECTION VIEW "A" SECTION VIEW "B" <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />2x4 CUT ON BEVEL - <br />DOES NOT BEAR IN <br />WALL <br />SCALE: 1" = T-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />�9 <br />2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C <br />ROVIDE MOISTURE <br />PROTECTION <br />L2ATTACH ALL COMPONENTS <br />STAIR TO CONC. W/ J" X <br />TAPCONS @ MAX. 32" O.C. <br />ATTACH ALL COMPONENTS \1x4 GLUED AND <br />OF STAIR TO CONC. W/ J" X NAILED TO STRINGER <br />2 J" TAPCONS @ MAX. 32" O.C. / <br />G-1y <br />TOP OF <br />STRINGER <br />SECTION VIEW "C" <br />SCALE: 1" = T-0" <br />1x4 GLUED AND NAILED TO STRINGER \ FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO <br />2x4 DRAFT GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK <br />STOP PER CONTRACTOR <br />2x8 SYP DRYWALL STOP PROVIDE <br />MUST NOT TOUCH BLOCKING <br />STRINGERS <br />R E ❑ <br />2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />BLOCKING <br />2x4 PT UNDER 2x12 OR LSC EACH OR NEWEL <br />POST <br />STRINGER_", <br />TRINGER TO ANCHOR TO. <br />2x4 SYP BLOCKING (2) LAYER J" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) <br />FOR STRAP OPTION: 2X4 CUT ON OSB OR PLYWOOD BELOW ALL NEWEL POST <br />BEVEL GLUED AND FROM JOIST TO JOIST. USE <br />2x4 PT NOTCHED INTO STRINGER (SIMPSON14)10d MTS12 w/ AT 1 ATTACHED <br />LVL 2 X 12 BLOCKS, GLUED AND FLOOR <br />NAILED TO SUPPORT <br />AND NAILED TO FLOOR WITH GLU NAILS) <br />S) x 1 1!2" W/ SIMPSON H3 ATTACHED W/ 12d NAILS NAILED TO JOIST. TRUSSES <br />AT STRINGER CONTACT POINTS NAILS) @ 6" O.C. TOP, BOTTOM <br />\ AND VERT. <br />NEWEL POST <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 />r94 x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0' <br />ER <br />)ED <br />&ED <br />0 <br />SECTION D—D <br />2x4 SPF NOSING GLUED AND <br />SCALE: 1" = 1'-0" <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />3/4 PLYWOOD <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING <br />ON DECK <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 />H <br />8 SYP GLUED 2x4 SYP BLOCKING <br />AND NAILED TO FOR STRAP <br />FRAMING (SIMPSON MTS12 w/ / <br />(14) 14) 10d 10d x 1 1/2" <br />2x4 DRAFT 2x12 NAILS) <br />STOP TREAD <br />2x12 TREAD <br />'A <br />GLUED AND <br />ANDED A <br />NAILED-- i <br />NAILED—\ <br />2x4 PT NOTCHED INTOMits' <br />STRINGER AND TAPCONED 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: J" = 1'-0" <br />DRAFTS P <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />AT STRINGER CONTACT L/GLUED AND NAILED TO STRINGER <br />POINTS FOR DRYWALL SPACING <br />B <br />H <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 />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />SECTION VIEW "G" <br />SCALE: 1" = T-0" <br />F SECTION VIEW <br />SCALE: �' = 1'-0" <br />BLOCKING <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 />JD NAILED TO <br />WALL BELOW <br />JOINT <br />_TO <br />)ISTS) <br />H <br />2 X STRING R <br />2X B OCKING <br />PSON MTS 2 w/ <br />10d x 1 1/2" NAILS <br />3 D OR <br />2X BLOC NG <br />RIS R <br />VARIES <br />ECTI ON VIEW "H" <br />SCALE: 1" = T-0" <br />O <br />00 <br />N -o <br />W <br />� =s <br />�. <br />0 <br />N.. O. <br />eA t6 p i~ <br />'o <br />et: v 3 io <br />u a+ <br />s %= <br />Cl- <br />0 <br />� w <br />0 <br />IV <br />SXW <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 />Engineer's signature and seal. <br />W <br />E <br />C :3 10 ao 0 I° <br />W Urr <br />0 �cLL <br />LL W <br />Iw JLLLL 1 o. <br />0 <br />Z l6 C <br />@ <br />C" 0 <br />°i <br />W05 <br />°' m <br />L0 M Z d J <br />N JG <br />OU 0 U) <br />= <br />W 00 <br />0 <br />z N <br />z <br />z � <br />Q <br />a <br />V) z <br />�4 <br />N <br />Ow <br />(N c �, <br />W <br />oi.. <br />ul <br />Q <br />4� <br />C:,w <br />M <br />M <br />o� <br />Z <br />LL <br />E <br />' , <br />r� <br />'aR <br />a o <br />m <br />� <br />a� <br />c x <br />Z <br />o E <br />XU <br />o� <br />az <br />N � <br />ru <br />�S <br />� <br />ZN <br />ate.. <br />C <br />in <br />'y <br />m <br />2LL <br />8 <br />a ° <br />W <br />o� <br />3 <br />O <br />N Z <br />W <br />2% <br />U� <br />1 O <br />>M <br />O <br />rn <br />T <br />m <br />O <br />L <br />0) <br />Co r <br />O <br />L <br />in <br />N <br />I� <br />N <br />O <br />Lo <br />N <br />Q N <br />� <br />T <br />m <br />� iri I� <br />c <br />Z <br />Z <br />E O <br />E <br />M <br />o <br />JOB <br />NO: 22-08308 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />