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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 />DRAFT,91flIP <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLUE NOT TOUCH STRINGERS <br />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: 7' = 1'-0" <br />STRINGER MUST MAKE FULL - <br />CONTACT WITH LANDING <br />2x4 CUT ON BEVEL — <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br /><i_ SE <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />2x4 CUT ON BEVEL - <br />DOES NOT BEAR IN <br />WALL <br />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />10 <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />--2x12 SYP <br />BEARS IN WALL <br />'--2x6 SYP <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 a' <br />AND 4' 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 />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <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" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />-2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 �J <br />ROVIDE MOISTURE <br />PROTECTION <br />LZATTACH ALL COMPONENTS <br />STAIR TO CONC. W/ J" X <br />TAPCONS @ MAX. 32" O.C.ATTACH ALL COMPONENTS \1x4 GLUED AND <br />OF STAIR TO CONC. W/J" X NAILED TO STRINGER <br />2 4" TAPCONS @ MAX. 32" O.C. / <br />SECTION VIEW "C" <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 />2x SYP CUT TO FIT STRINGERS <br />BEARS IN WALL <br />2x12 SYP BEAR <br />IN WALL 2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />2x6 SYP <br />2x4 SYP BLOCKING <br />FOR STRAP <br />/2x4 PT NOTCHED INTO STRINGER (1OMTS12 w/ <br />AND NAILED TO FLOOR WITH GLUE (114)4) 10d N d x 1 1/2" NAILS} <br />/ AT STRINGER CONTACT POINTS \ / <br />CTION VIEW "D" <br />SCALE: 1" = 1'-0" <br />PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />F94 2xl2 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />I <br />SECTION D-D <br />SCALE: 1" = 1'-0" <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 -AT <br />STRINGER CONTACT <br />POINTS <br />0 <br />j 2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />SECTION VIEW "Ell <br />SCALE: 1" = 1'-0" <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />, /GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H <br />E SECTION <br />VIEW <br />_ <br />SCALE:' = 1'-0" <br />:T <br />E <br />F <br />2x4 <br />ST( <br />2x4 <br />V � <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />TOP OF <br />STRINGER <br />CONN. TO BOTTOM <br />OF NEWEL POST <br />PER CONTRACTOR <br />I <br />M <br />FLOOR GIRDER PROVIDE SOLID BLOCKING <br />2X4 CUT ON OR 1 j 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 "G" BLOCKING <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE: �' =1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />MALL JOINT <br />YWALL TO <br />✓ER JOISTS) <br />STUD NAILED AND <br />JED TO TOP PLATE <br />CUT INTO RIM BAND, <br />JED AND NAILED TO <br />BRING WALL BELOW <br />(WALL JOINT <br />YWALL TO <br />✓ER JOISTS) <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 />2XSTRING R <br />2X B <br />OCKI NG <br />SIMPSON MTS <br />2w/ <br />(14) 10d x 1 1/2" NAILS <br />D OR <br />3 <br />2X BLOC ING <br />RIS R <br />VARIES <br />SECTION VIEW "H" <br />SCALE: 1" = V-0" <br />0 <br />Z M <br />_ o <br />Z N <br />Z qa <br />�✓ cra <br />w <br />• O Lu <br />= <br />Ln <br />m <br />H <br />C6 f-- <br />U <br />o 0 <br />m <br />04 <br />ll.J <br />E <br />�— S <br />O� ch M <br />N 9 co <br />_ <br />O o N <br />0 N <br />Lv <br />t L.L. 00 <br />O Y 1` <br />Q rn <br />CO � 0 <br />CL <br />rn ¢ o <br />BD® <br />N <br />•� N N <br />MN � N � OO <br />v U) O oO <br />Z L`L oo z <br />r- <br />Ir t+� M OOD Z <br />iq <br />W <br />c.i a Y 3 <br />`� <br />Z U)204� <br />LLZ Q��P <br />M <br />W N Q N A <br />fOi� <br />yyyt�E�; <br />www.>~t AvQC pd <br />�.a•` • J <br />N <br />t <br />y co <br />•: <br />o0OFES'5% <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 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />LIENNARI <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />0 <br />Z <br />0 <br />in <br />�o <br />z a <br />a� <br />w¢ Y� <br />Uz�0 <br />g�ZZ <br />�w z <br />0 O J w <br />J <br />0 .0 <br />� <br />u_ U. <br />w N <br />gzo <br />Ln <br />^ <br />U) <br />rho <br />3 <br />f o <br />CGD <br />Q <br />z <br />G <br />> <br />J a <br />J w <br />o <br />Ln <br />re)w <br />M <br />— <br />. <br />Oo <br />QRO <br />Q <br />Cr <br />VO�a <br />V- <br />z z � <br />Z <br />Q<of <br />Z <br />N <br />Yo.o <br />W <br />L0 <br />LcLI <br /><' a z = <br />J <br />1� <br />L <br />(AF"O <br />a <br />L0 <br />Q <br />Q <br />Z <br />g a z <br />Z <br />o, o 0 <br />100 <br />p <br />oo <br />g <br />= <br />J <br />SCALE : AS NOTED <br />DATE : 7/30/2018 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />ST <br />