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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 A <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTC <br />INTO STRINGER <br />H D <br />_�-2x8 BLOCKING FOR STRAP <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 />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 />0 <br />c <br />a <br />2x12 TREAD <br />4- GLUED AND <br />NAILED <br />a-13M <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE <br />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 />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE:" = 1'-0" <br />JOIST <br />SYP <br />2x8 SYP <br />2x8 <br />SYP <br />STRINGER MUST MAKE FI <br />CONTACT WITH LANDING <br />2x4 CUT ON BEVEL — <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F SE <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />—2xl2 SYP <br />BEARS IN WALL <br />'--2x6 SYP <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN J" <br />AND I" 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 <br />STRAP GLUED TO <br />2x4 DRAFT <br />r 1��: <br />RISER AND TREAD <br />// STOP <br />B-� <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 \ (14) 10d x 1 1/2" NAILS) <br />CTION VIEW "A" <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />D— ____1 <br />�y <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />I / � <br />.-2x8 SYP DRYWALL STOP MUST _ 1 <br />NOT TOUCH STRINGERS <br />—2x4 BLOCKING FOR 2x12 <br />t-�2x4 PT UNDER 2x12 C <br />I <br />DE MOISTURE <br />PCTION <br />ZATTACH ALL COMPTS <br />IR TO CONC.XCON2Amn <br />MA" O.C. <br />—ATTACH ALL COMPONENTS \ 1x4 GLU <br />OF STAIR TO CONC. W/ k X NAILED TO STRINGER <br />2 J" TAPCONS @ MAX. 32" O.C. / <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />2x SYP CUT TO FIT <br />MUST NOT TOUCH <br />STRINGERS <br />BEARS IN WALL <br />2x12 SYP BEARS <br />E <br />IN WALL <br />2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />— 2x6 SYP <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />/2x4 PT NOTCHED INTO STRINGER <br />(14) 10d x 1 1/2" NAILS) <br />AND NAILED TO FLOOR WITH GLUE <br />2x4 CUT ON BEVEL � I I I / AT STRINGER CONTACT POINTS \ <br />DOES NOT BEAR IN AIL IL ILI / <br />WALL <br />SECTION VIEW "D <br />SCALE: 1" = V-0" <br />FILLER STRIPS ADDED " PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />--2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = V-0" <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />SCALE: 1" = V-0" <br />11 <br />SECTION VIEW "E" <br />SCALE: 1" = V-0" <br />SECTION VIEW licit <br />SCALE: 1" = V-0" <br />TOP OF <br />STRINGER <br />CONN. TO BOTTOM <br />OF NEWEL POST <br />7 PER CONTRACTOR <br />F-1 <br />J7 <br />cq <br />FLOOR GIRDER PROVIDE SOLID BLOCKING <br />2X4 CUT ON OR 1 � x 16" VL BELOW ALL NEWEL POST <br />BEVEL GLUED FROM JOIST TO JOIST. USE <br />AND NAILED TO 2 X 12 BLOCKS, GLUED AND <br />LVL NAILED TO JOIST. <br />NEWEL POST <br />SECTION VIEW "GilBLOCKING <br />SCALE: V = 1'-0" <br />SCALE: 1" = V-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />\ITO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />NEWEL POST LET INTO <br />THE BLOCK <br />PROVIDE <br />BLOCKING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />TRUSSES <br />H--\ <br />2X STRING R <br />3/4 PLYWOOD <br />3/4 PLYWOOD <br />SYPB <br />2X B OCKING <br />ON DECK <br />ON DECK <br />BEAM <br />SIMPSON MTS 2 w/ <br />-2x8 SYP GLUED <br />H 2x4 SYP BLOCKING <br />x8 SYP GLUED <br />2x8 <br />BEARING <br />IN WALL <br />(14) 10d x 1 1/2" NAILS <br />FOR STRAP <br />AND NAILED TO <br />AND NAILED TO <br />SYP <br />2X BLOC NG <br />FRAMING <br />(SIMPSON MTS12 w/ <br />FRAMING <br />GLUE <br />3 <br />(14) 10d x 1 1/2" NAILS) <br />AND <br />RI S R <br />2x4 DRAFT 2x12 <br />2x4 DRAFT <br />NAILE <br />VARIES <br />STOP TREAD <br />STOP <br />TO <br />GLUED <br />FRAMI <br />AND <br />NAILLE <br />SECTION <br />VIEW "H" <br />2x4 BLOCKING <br />SCALE: 1" = V-0" <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT <br />STRINGER CONTACT <br />POINTS <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />x GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />E SECTION VIEW <br />SCALE: " = 1'-0" <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <br />F SECTION VIEW <br />SCALE:" = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />C9 v, <br />zCD <br />z� <br />z <br />Q <br />a <br />C1 <br />v^)' c9 <br />� w <br />0 <br />O C <br />S <br />�� = <br />U <br />o0 <br />�" M <br />lii <br />c m co <br />O O N <br />_ <br />tU-2 <br />W I <br />C 8� <br />Q rn <br />LO o <br />Q o <br />Al 1 <br />B D. <br />N C <br />C*B,D <br />*! <br />�., <br />_,X� I r� <br />vi co <br />Tq <br />) <br />a f <br />o <br />` <br />am <br />Z dto <br />J <br />L <br />CO ` <br />SSIO <br />To the best of the Engineer's knowledge, Information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />z N <br />0 a) N <br />Il-4 M C <br />M <br />QV-MpLn <br />tn <br />H " U_ In <br />CLCn <br />z <br />Q 00 <br />E <br />W <br />z <br />J � <br />gz <br />w� <br />zda <br />f< <br />F <br />2�ce <br />V Z <br />!w <br />pJ <br />8 L g <br />OCZ <br />z> <br />N <br />= <br />J <br />2 <br />LnR: <br />Q <br />0 <br />Lr) <br />w <br />M <br />z <br />d <br />U <br />= <br />N <br />0 <br />z <br />W <br />o� <br />a�PQQ <br />AM <br />.0 <br />rq <br />IL•LLLLL <br />Jrl <br />,-4 <br />u� <br />d <br />I.I.,I <br />CCW <br />GU <br />Z <br />z <br />SSS d <br />W <br />rn <br />CD <br />N <br />Z <br />Z <br />Uj <br />m <br />06 <br />g <br />= <br />W <br />r7lO <br />,-a <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 3/7/2018 <br />TECH: )MUROSKI <br />VERSION No' 5mO <br />SHEET NO. <br />ST <br />