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CS <br />0 <br />n <br />LO <br />MA <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />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 />VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 UNDER STRINGER GLUED AN <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTC <br />INTO STRINGER <br />H D <br />2x8 BLOCKING FOR STRAP <br />L1x4 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 />2x12 TREAD <br />GLUED AND <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED' <br />INTO FLOOR WITH GLUE -AT! <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 />`f2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />/ 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />1-1 L4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: " = 1'-0" <br />JOIST <br />0 <br />SYP <br />2x8 SYP <br />STRINGER MUST MAKE FULL / <br />CONTACT WITH LANDING <br />\ <br />2x4 CUT ON BEVEL ' <br />DOES NOT BEAR IN <br />D WALL GLUED TO <br />2x8 <br />F <br />�--ALIGN THIS STUD WITH <br />A <br />/ <br />-2x SYP CUT TO FIT 1 I <br />BEARS IN WALL I <br />r�12x12 SYP <br />BEARS IN WALLj I K - <br />I <br />'-2x6 SYP / 1 <br />2x4 SYP BLOCKING <br />2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />/ AND NAILED TO FLOOR WITH GLUE (SIMPSON14) d1M 2S NAILS <br />AT STRINGER CONTACT POINTS <br />-3/4" RISER CUT TO FIT <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 />2x12 SYP [SIDE) <br />2x4 GLUED AND NAILED (EACH <br />STRINGER-//�� 1 SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />DRAFT RISER AND TREAD <br />P / <br />3YP DRYWALL STOP MUST \ <br />TOUCH STRINGERS <br />BLOCKING FOR 2x12 <br />PT UNDER 2x12 <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ I" X <br />2" TAPCONS @ MAX. 32" O.C. <br />- <br />SECTION VIEW "A" <br />SECTION <br />VIEW "B" <br />29 <br />SCALE: 1" = 1'-0" <br />SCALE: 1" = 1'-0" <br />2x8 <br />SYP <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />ALIGN THIS STUD WITH FACE <br />— -- <br />OF 2nd RISER <br />/ <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />TREAD <br />J <br />STOP <br />l <br />I <br />2x SYP CUT TO FIT ' <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />1 STRINGERS <br />'� <br />I <br />BEARS IN WALL <br />IE <br />I <br />2x12 SYP BEAR <br />X4IN <br />WALL I I <br />2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />2x6 SYP 1 <br />/ \ 2x4 SYP BLOCKING <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 />2x4 CUT ON BEVEL / AT STRINGER CONTACT POINTS <br />DOES NOT BEAR IN <br />WALL ' <br />SECTION VIEW "D11 <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 />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 />SCALE: 1" = V-0" <br />SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />`f-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />L1X4/GLUED AND NAILED TO STRINGER <br />\ ___1IKOR DRYWALL SPACING <br />H <br />SECTION VIEW <br />SCALE:" = 1'-0" <br />NOTE: 2x8 ' <br />\ DRYWALL STOP <br />NOT SHOWN / <br />2X4 CUT ON <br />BEVEL GLUED - <br />AND NAILED TO <br />LVL <br />I <br />C <br />1 ROVIDE MOISTURE ' <br />\ PROTECTION <br />LACH ALL COMPONENTS / <br />STAIR TO CONC. W/T" XTAPCONS @ MAX. 32" O.C. <br />1x4 GLUED AND <br />NAILED TO STRINGER / <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />TOP OF <br />STRINGER <br />� CONN. TO BOTT, <br />OF NEWEL POST <br />- PER CONTRACT <br />I <br />1 <br />v <br />-- FLOOR GIRDER PROVIDE SOLID BLOCKING <br />OR 1 x 16" VL BELOW ALL NEWEL POST <br />FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED AND <br />NAILED TO JOIST. <br />NEWEL P <br />:L POST LET INTO <br />ILOCK <br />IDE <br />KING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />OST <br />SECTION VIEW "G" BLOCKING <br />SCALE: 1" = V-0" SCALE: 1" = V-0" <br />F SECTION VIEW <br />SCALE:" <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 />NTO RIM BAND, <br />JD NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRINAR <br />2X BLII <br />OCKING <br />PSON MTS{2 w/ <br />' <br />10d x 1 1/2" Al LS <br />\__RD <br />D OR <br />3 <br />2X BL07ING <br />RISL;e <br />VARIE <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />Z Cl) <br />Z <br />a <br />U) z <br />V'1 C9 <br />cry <br />4--► w <br />•V w <br />01.21 <br />E <br />C <br />M <br />U <br />w <br />t— Lb7 <br />N <br />CC f0 <br />CU <br />Q rn <br />u.) <br />� o <br />Al I <br />/r <br />N-. N <br />z <br />wzmNsz_ <br />. <br />2a <br />__ aW <br />LLI <br />15;_Nf <br />Z O mzw+ <br />i C3< C) <br />LLZ Q N i3S <br />W a <br />o0 <br />I U U F <br />ww ag.1 1 ///// ❑ <br />�%�� R N <br />\\ <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 />Residentlal 0th 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 />n <br />pnQpQ�t <br />OOvU <br />22k Lu <br />U WW <br />O <br />z <br />'D� Ird <br />(1) _1 <br />� 3 <br />W <br />o <br />N <br />o <br />oC <br />. <br />a95 <br />W <br />;tU <br />ZLn <br />N <br />Z <br />J <br />E <br />Z <br />ZZ <br />V8 <br />4� <br />00 <br />06 <br />g <br />= <br />� <br />,-1 <br />a <br />V) <br />f <br />S <br />SCALE : AS NOTED <br />DATE : 6/20/2018 <br />TECH: MJAMES <br />VERSION NO. 4ol <br />SHEET NO. <br />ST <br />