Laserfiche WebLink
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 />VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 UNDER STRINGER GLUED P <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTC <br />INTO STRINGER <br />H D <br />2x8 BLOCKING FOR STRAP <br />t-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 />E: <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, GLUED AND 1/2" NAILS) <br />NAILED TO STRINGER / <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />' 2x� <br />I D FTS 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 \ / / 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: ? = 1'-0" <br />FLOOR <br />JOIST <br />SYP <br />2x8 SYP <br />STRINGER MUST MAKE FULL <br />CONTACT WITH LANDING <br />SIMPSON A35 OR / <br />LSC EACH / <br />STRINGER <br />�A <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />i <br />/ <br />--2x SYP CUT TO FIT 1 I <br />BEARS IN WALL I <br />_------2x12 SYP ~' <br />BEARS IN WALL I <br />'---2x6 SYP / 1 <br />2x4 SYP BLOCKING <br />2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />AND NAILED TO FLOOR WITH GLUE (SIMPSON 1MTS 12 w/ / <br />AT STRINGER CONTACT POINTS \ NAILS) <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F <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 J" <br />AND J' GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER j <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! <br />�I <br />_----2x4 BLOCKING FOR 2x12 <br />77 <br />2x4 PT UNDER 2x12 I <br />1 - ROVIDE MOISTURE <br />\ PROTECTION / <br />LAiACH ALL COMPONENTS <br />/ STAIR TO CONC. W/ J" XTAPCONS @ MAX. 32" O.C. <br />ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ 4" X \ NAILED TO STRINGER <br />2" TAPCONS @ MAX. 32" O.C. \ / <br />SECTION VIEW "A" SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER <br />SYP FULL CONTACT WITH LANDING —" <br />G.1 <br />TOP OF ' \ <br />STRINGER <br />1x4 GLUED AND NAILED TO STRINGER \� <br />2x4 DRAFT <br />/ <br />STOP2x8 <br />L <br />SYP DRYWALL STOP <br />/ <br />MUST NOT TOUCH <br />' <br />I <br />2x SYP CUT TO FIT <br />I <br />1 STRINGERS <br />BEARS IN WALL <br />I <br />~' <br />I <br />2x12 SYP BEAR <br />— IN WALL <br />E I <br />2x4 BLOCKING FOR 2x12 <br />SIMPSON A35 <br />[a <br />2x4 PT UNDER 2x12 <br />OR LSC EACH <br />1j <br />STRINGER � <br />2x6 SYP <br />/ <br />\ <br />SIMPSON A35 OR9 <br />2x4 SYP BLOCKING <br />FOR <br />OPTION: 2X4 CUT ON <br />LSC EACH <br />STRAP <br />BEVEL GLUED AND <br />STRINGER <br />2x4 PT NOTCHED INTO STRINGER <br />(SIMPSON MTS12 w! <br />NAILED TO SUPPORT <br />AND NAILED TO FLOOR WITH GLU <br />(14) 10d x 1 1/2" <br />NAILS) <br />W/ SIMPSON H3 — <br />2x4 CUT ON BEVEL <br />AT STRINGER CONTACT POINTS \ <br />DOES NOT BEAR IN <br />WALL <br />SECTION VIEW "D" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = V-0" <br />PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />r--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 />-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 />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />SCALE: 1" = 1'-0" <br />1742x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />LAXALUED AND NAILED TO STRINGER <br />-F'OR DRYWALL SPACING <br />t <br />H <br />SECTION VIEW "E" <br />SECTION VIEW <br />SCALE: 1" = V-0" <br />-3/4 PLYWO( <br />ON DECK <br />—2x8 SYP G <br />AND NAILI <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKIN <br />C NOTE: 2x8 ' <br />\ DRYWALL STOP <br />NOT SHOWN / <br />SECTION VIEW "C" <br />SCALE: 1" = V-0" <br />\ FLOOR TRUSS OR CONN. TO <br />GIRDER, FIELD VERIFY OF NEWEL <br />\ PER CONT <br />V <br />/ I <br />7 <br />(2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1"X16" LVL 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 P <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE: " = V-0" <br />OST <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = T-0" <br />JOINT <br />-TO <br />LISTS) <br />NAILED AND <br />I TOP PLATE <br />VTO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <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 />LISTS) <br />H\\\ <br />2X STRING�R <br />2X BLOCKING <br />PSON MTSi2 w/ <br />' <br />10d x 1 1/2"AtS <br />D OR <br />3 D <br />3 <br />/ 2X BLOCKING <br />RISL;e <br />/ <br />VARIE <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />MAY <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />r�r camPliance with the 2020 FBC 7th Edition <br />by Debra Anne I(lahr PX2300 <br />�'. <br />�- <br />L" A. <br />To the best of the Engineers knowledge, Information and belief, <br />the structural plans and spedflcalions contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />t� <br />F <br />M <br />4 q 8 <br />N CD <br />000 <br />(8 <br />o <br />ib <br />w <br />ilk N O <br />� y M C 22sS <br />a C <br />N LL <br />LL <br />J 5 <br />a -9LL� S <br />il <br />W <br />a <br />Z `° c a' <br />$ �a� <br />p <br />19 <br />W <br />WT <br />_ <br />0 <br />m <br />d J <br />04 M2 <br />ZN O U <br />U <br />W <br />❑❑ <br />z <br />d- N <br />V)z <br />w <br />Q) <br />O s <br />t.N c <br />V) j <br />W <br />c <br />23 <br />�0 <br />o <br />T <br />w <br />z <br />M <br />4� <br />5 <br />LL E <br />O <br />2 O <br />> m <br />z® <br />�n <br />U0 <br />z <br />13,E <br />X U <br />dOtt,� �° <br />� <br />wZ <br />F- <br />L <br />l/7 C <br />o <br />¢ ❑ <br />z< <br />y <br />`2 <br />rK <br />OLL <br />z� <br />� J <br />oN� <br />¢� <br />OFO <br />W <br />N � <br />T <br />m <br />o <br />W� <br />f <br />] K <br />az <br />NF <br />r <br />J <br />o <br />N LL <br />_ <br />wd;o <br />�h <br />_ <br />� <br />°za <br />z <br />050 <br />1 O <br />� L <br />c <br />0 <br />(0 <br />(V <br />CO <br />0 <br />VJ A <br />LO <br />coco <br />0 <br />M O <br />LO <br />T <br />Q <br />T <br />E <br />Z <br />( <br />(0N <br />M <br />o <br />Z <br />c <br />CN d <br />a <br />U � ¢ p <br />JOB <br />NO: 23-00505 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />