Laserfiche WebLink
a <br />FLAT STRAP NAILED <br />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 />tR <br />E <br />3/4" RISER CUT TO FIT <br />1 <br />MAINTAIN BETWEEN 1/4" <br />AND 1/2" GAP TOP AND <br />E <br />0 <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2xl2 TREAD <br />GLUED AND <br />NAILED <br />2x4 PT NOTCHED INTO <br />n <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLU <br />STRINGER CONTACT <br />oaN <br />POINTS <br />E <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS' <br />01. <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />MTS12 wl (14) 10d x 1 <br />1/2" NAILS) <br />I `'2x8 SYP DRYWALL STOP MUST <br />`L/J NOT TOUCH STRINGERS <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />1x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: �" = 1'-0" <br />STRINGER MUST MAKE FU <br />CONTACT WITH LANDING <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F S <br />" i <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" <br />AND �' GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />77/5Z/1 <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 />�- 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 />ECTION VIEW "A" SECTION VIEW "B" <br />2x4 CUT ON BEVEL I I I I / <br />DOES NOT BEAR IN <br />WALL <br />SECTION V <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED " PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2xl2 SYP <br />9 �T BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />NGER <br />aLUED <br />NAILED <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 <br />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAILEC <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE-A-T <br />STRINGER CONTACT <br />POINTS <br />0 <br />4H % 2x4 SYP BLOCKING <br />/J FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />L, <br />GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H <br />E SECTION <br />VIEW <br />SCALE: f' = 1'-0" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />(Sb <br />-2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C <br />ROVIDE MOISTURE <br />PROTECTION <br />LACH ALL COMPONENTS <br />STAIR TOCONC. W/J" X <br />TAPCONS @ MAX. 32" O.C. <br />ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ 4" X \ NAILED TO STRINGER / <br />2 a' TAPCONS @ MAX. 32" O.C. / <br />SECTION VIEW "C" <br />SCALE: 1" = V-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 />R <br />2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />2x4 SYP BLOCKING <br />FOR STRAP <br />2x4 PT NOTCHED INTO STRINGER (SIMPSON14)1Od MTS12 w/ <br />AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) <br />AT STRINGER CONTACT POINTS <br />IEW "D" SECTION VIEW "Ell <br />O1� <br />F <br />2x4 <br />ST( <br />2x4 <br />SCALE: 1" = V-0" <br />I NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />2X4 CUT ON <br />BEVEL GLUED <br />AND NAILED TO <br />LVL <br />TOP OF <br />STRINGER <br />CONN. TO <br />OF NEWEL <br />PER CONT'. <br />M <br />-FLOORGIRDER PROVIDE SOLID BLOCKING <br />OR 1 a 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 />L POST LET INTO <br />iLOCK <br />IDE <br />41 NG <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />LOOR <br />TRUSSES <br />NEWEL POST <br />SECTION VIEW "G" BLOCKING <br />SCALE: 1" = V-0" SCALE: 1" = V-0 <br />SECTION VIEW <br />SCALE: 71" = 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 />NTO RIM BAND, <br />JD 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 ING <br />RIS R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />rr a, <br />0 "2 <br />r3 <br />0 <br />z <br />z <br />4 <br />n_ <br />j <br />V z <br />AM& <br />V7 (D <br />w <br />'V Ln <br />_ <br />O Lu <br />- <br />o <br />YZ (6 C) <br />o <br />m N <br />LL! <br />~3 <br />M M <br />CM rM'r <br />U <br />.•r0a <br />O_oo <br />u_ co <br />0 <br />Q rn <br />M <br />u5 D.C:) <br />M Q d <br />NCH DC <br />N �O <br />4/ W <br />Z <br />.. 2 M Z � r = a <br />a/ W r. o W <br />'S <br />W 4 <br />W V Q' <br />0.0 <br />IA S' GNO <br />UMZ E�� Q <br />W N Q M - a <br />Oy O <br />Wow SE .G -0 �� d� ❑ ❑ <br />SE N <br />F <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />oZ <br />0 <br />Wa <br />a� <br />U.,< <br />1400 <br />z°aU <br />:zz <br />J <br />0 <br />V W LL N <br />Zo <br />W <br />� ) <br />(J <br />Q V <br />� <br />� <br />Z <br />Z <br />2: <br />0 <br />¢ <br />J W <br />© <br />_ <br />z <br />9.2 <br />00o <br />' ^ <br />fo <br />.y' <br />< <br />VOma <br />N <br />Li) <br />Cc <br />0 -<g <br />rq <br />a L <br />Q <br />d" <br />ow <br />8�0 <br />z <br />Z <br />�PY'�j <br />w <br />Lv <br />=d-8 <br />09 <br />W <br />N ^ lid U <br />ri <br />M <br />2:Q <br /><C <br />z <br />—Y0 <br />�Qz <br />aoo <br />1,0 <br />Z <br />U <br />= <br />I, <br />� <br />0 <br />op <br />g <br />X <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />TECH: MJAMES <br />VERSION NO. 5ol <br />SHEET NO. <br />ST <br />