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— — — -I <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 />0 <br />STRINGER MUST MAKE FU <br />CONTACT WITH LANDING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />---2x12 SYP <br />BEARS IN WALL <br />—2x6 SYP <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />D D WALL GLUED TO <br />i 1 F 2x8 <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 314" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN J" <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 />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 />SECTION VIEW "A" <br />SCALE: 1" = 1'-0" <br />2x8 STRINGER MUST MAKE <br />SYP FULL CONTACT WITH LANDING <br />UNDER STRINGER GLUED AND-1 <br />NAILED TO LANDING BLOCKING .�.---2x8 SYP <br />. <br />2x4 PT NOTC <br />Ff <br />INTO STRINGERWs"7' <br />1■II 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 />*UI4 <br />E <br />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN 1/4" <br />9 <br />AND 1/2" GAP TOP AND <br />BOTTOM, GLUED AND <br />` <br />NAILED TO STRINGER <br />c <br />2x12 TREAD <br />EHIM <br />GLUED AND <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLU <br />STRINGER CONTACT <br />POINTS <br />E <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS' <br />\ �9 <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />MTS12 w/ (14)10d x 1 <br />1/2" NAILS) <br />I 'lt2x8 SYP DRYWALL STOP MUST <br />L <br />NOT TOUCH STRINGERS <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />4x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: �, =1'-0" <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL <br />SECTIO <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP BEAR <br />IN WALL <br />— 2x6 SYP <br />SECTION VIEW "Bit <br />SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />ZX4 5YP BLUCKINU <br />FOR STRAP <br />2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) <br />AT STRINGER CONTACT POINTS \ <br />N VIEW "D" SECTION VIEW "Eli <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED <br />" PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />12 SYP <br />BEARS IN WALL <br />BULLNOSE <br />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 <br />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT <br />STRINGER CONTACT <br />POINTS <br />V <br />SCALE: 1" = 1'-0" <br />SYP DRYWALL STOP MUST <br />L2x8 <br />NOT TOUCH STRINGERS <br />GLUED AND NAILED TO STRINGER <br />-� FOR DRYWALL SPACING <br />E SECTION <br />VIEW <br />_ <br />SCALE: �, = 1'-0" <br />SCALE: 1" = 1'-0" <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />--2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C <br />ROVIDE MOISTURE <br />PROTECTION <br />LACH ALL COMPONENTS <br />STAIR TO CONC. W/ 4" 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 />SECTION VIEW licit <br />SCALE: 1" = 1'-0" <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERS <br />---2x4 BLOCKING FOR 2x12 <br />-- 2x4 PT UNDER 2x12 <br />TOP OF <br />STRINGER <br />CONN. TO BOTTOM <br />NEWEL POST LET INTO <br />r <br />OF NEWEL POST <br />PER CONTRACTOR <br />THE BLOCK <br />PROVIDE <br />BLOCKING <br />r <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />FLOOR GIRDER <br />PROVIDE SOLID BLOCKING <br />(GLUED AND NAILED) <br />2X4 CUT ON <br />OR 1 j x 16" VL <br />BELOW ALL NEWEL POST <br />BEVEL GLUED <br />FROM JOIST TO JOIST. USE <br />AND NAILED TO <br />2 X 12 BLOCKS, GLUED AND <br />FLOOR <br />LVL <br />NAILED TO JOIST. <br />TRUSSES <br />NEWEL POST <br />SECTION <br />VIEW "G" <br />BLOCKING <br />SCALE: 1" =1'-0" <br />F SECTION VIEW <br />SCALE: �" = 1'-0" <br />SCALE: 1" = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />JOINT <br />-TO <br />)ISTS) <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 STRING R <br />2X B OCKING <br />PSON MTS 2 w/ <br />10d x 1 1/2" NAILS <br />D OR <br />3 <br />2X BLOC NG <br />RIS <br />VARIES <br />ECTION VIEW "Hit <br />SCALE: 1" = 1'-0" <br />0 v <br />Z <br />Q <br />a <br />for -9m <br />(> <br />cn <br />♦ w <br />_u � <br />Ow <br />i� C) <br />U <br />W <br />m o <br />N M <br />M <br />U <br />CC <br />co <br />rn Q <br />n <br />d <br />U v <br />Al I <br />B D. <br />" <br />=Jl <br />N N <br />ZMZ z <br />�� <br />fA LL � � FLlme <br />W <br />Z" LLi a rn <br />Z H <br />ZVIE��g a� <br />� a <br />Ua <br />W Na <br />a <br />\SE o <br />ro <br />P <br />�•'i �� ���t� <br />U` O <br />^� F LO <br />F E S S\ O't \N��� <br />N4111i1Itltl'\\O`, <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 2017 Florida Building Code - <br />Residential 8th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />w� <br />za <br />0 <br />zO <br />Oac <br />Zalie <br />o�LLo <br />Q <br />co <br />z <br />14 <br />_ <br />U <br />0 <br />z <br />. <br />r <br />o <br />Lii <br />P <br />N <br />Ln <br />a <br />U- <br />W <br />z <br />Z <br />J <br />W< <br />¢ <br />WzU <br />z <br />N <br />Im <br />co <br />z <br />g <br />LU <br />�$ <br />z <br />rn <br />r-1 <br />0.. <br />= <br />U7 <br />x <br />0 <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: JMUROSKI <br />VERSION NO. 5ml <br />SHEET NO. <br />ST <br />