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00 <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD <br />PLAN VIEW <br />SCALE: " = 1'4" <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 />2x4 SPF NOSING GLU <br />NAILED MATCH NOS <br />OTHER 1 <br />,rs, <br />E 1 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" <br />FOR STRAP (SIMPSON <br />co <br />AND 1/2" GAP TOP AND <br />MTS12 w/ (14) 10d x 1 <br />BOTTOM, GLUED AND <br />1/2" NAILS) <br />NAILED TO STRINGER <br />\ / <br />2x12 TREAD <br />-- <br />GLUED AND <br />o <br />NAILED <br />U <br />v <br />/0 <br />2x� <br />a� <br />.o <br />DRAFTS P <br />1 <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU <br />STRINGER CONTACT <br />NOT TOUCH STRINGERS <br />/ <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />02 <br />POINTS \ <br />1x4 GLUED AND NAILED TO STRINGER <br />CD <br />E--� <br />FOR DRYWALL SPACING <br />0 <br />H SECTION VIEW <br />_ SCALE:" = 1'-0" <br />N <br />w <br />STRINGER MUST MAKE FULL / <br />CONTACT WITH LANDING <br />/ <br />2x4 CUT ON BEVEL ' <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F <br />ALIGN THIS STUD WITH <br />rFACE OF 2ND RISER <br />i <br />—2x SYP CUT TO FIT ' I <br />BEARS IN WALL I <br />_--2x12 SYP <br />BEARS IN WALL I <br />'----2x6 SYP / 1 <br />2x4 SYP BLOCKING <br />/ 2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />IM12 w/ <br />AND NAILED TO FLOOR WITH GLUE <br />AT STRINGER CONTACT POINTS \ (S4) 10dOxN1n1 2S NAILS)/ <br />SECTION VIEW "A" SECTION VIEW "B" <br />SCALE: 1" = V-0" SCALE: 1" = 1'-0" <br />STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER <br />FULL CONTACT WITH LANDING <br />—3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN J" <br />AND 2" 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 SCAB 2x4 GLUED AND NAILED (EACH <br />� ( SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER / <br />1 STRINGER <br />—2x4 DRAFT RISER AND TREAD <br />STOP / <br />—2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />I <br />4-2x4 BLOCKING FOR 2x12 <br />'2x4 PT UNDER 2x12 (J I <br />1 I <br />ROVIDE MOISTURE <br />\ PROTECTION / <br />ATTACH ALL COMPONENTS / <br />OF STAIR TO CONC. W/ T" X <br />2 J" TAPCONS @ MAX. 32" O.C. <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND / <br />OF STAIR TO CO NC. W/4" X NAILED TO STRINGER <br />2 a' TAPCONS @ MAX. 32" O.C. \ / <br />1x4 GLUED AND NAILED TO STRINGER / <br />2x4 DRAFT <br />/ <br />' <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH ' <br />2x SYP CUT TO FIT ' 1 STRINGERS <br />BEARS IN WALL <br />I <br />2x12 SYP BEARS � I \ <br />E <br />IN WALL I 2x4 BLOCKING FOR 2x12\Z,/ <br />2x4 PT UNDER 2x12 <br />2x6 SYP <br />2x4 SYP BLOCKING 2X4 CUT ON <br />FOR STRAP BEVEL GLUED - <br />2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ AND NAILED TO <br />AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) LVL <br />2x4 CUT ON BEVEL / AT STRINGER CONTACT POINTS <br />DOES NOT BEAR IN \ / / <br />WALL <br />SECTION VIEW "D" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = 1'-0" <br />PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />--2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />RINGER <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />SCALE: 1" = V-0" <br />-3/4 PLYWOOD <br />ON DECK <br />`-2x8 SYP GLUED <br />AND NAILEDTO <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 -ATE <br />STRINGER CONTACT <br />POINTS <br />I <br />`f-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />LALUED AND NAILED TO STRINGER <br />XOR DRYWALL SPACING <br />H <br />SECTION VIEW "E" <br />E SECTION VIEW <br />SCALE: I" = 1'-0" <br />-3/4 PLYWC <br />ON DECK <br />--2x8 SYP <br />AND NAI <br />FRAMIN( <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKI <br />C—, NOTE: 2x8 I <br />\ DRYWALL STOP / <br />NOT SHOWN <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 />Cl) <br />FLOOR GIRDER PROVIDE SOLID BLOCKING <br />OR 1 j 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 POST <br />SECTION VIEW "G" BLOCKING <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE: �, = 1'-0" <br />:L POST LET INTO <br />ILOCK <br />1DE <br />KING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />SCALE: 1" = 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 />1ED AND NAILED TO <br />BRING WALL BELOW <br />MALL JOINT <br />YWALL TO <br />✓ER JOISTS) <br />H <br />1 <br />2X STRINAR <br />2X BLOCKING <br />SIMPSON MTSj2 w/ ' <br />(14) 10d x 1 1/2" j�JAl <br />LS <br />\3 D OR 2X BL05KING <br />3Fi�D <br />RISK / <br />VARI E <br />SECTION VIEW "H" <br />SCALE: 1" = V-0" <br />CDLO <br />a <br />;: <br />z M <br />— o <br />z� <br />J <br />a <br />E3 <br />t� z <br />w <br />� p <br />w <br />Ln f <br />V) = <br />T 0 <br />T <br />f� ~ <br />U <br />N <br />o 0 <br />m <br />W E <br />�M M <br />N �O M <br />/,x�` <br />0 'o 0 <br />U_ <br />v V <br />t§ W <br />L+' <br />Q 0 <br />in o 0 <br />$ v <br />rn Q o <br />N �O <br />00 <br />m °p <br />°Q <br />U) /�/ <br />i% O <br />< - Vl � p <br />5A <br />Q� v & - <br />UMV rI m C) <br />z <br />W N 4 <br />v F• <br />www. ❑ ❑ <br />O W N Ash <br />'. o <br />Z �� <br />� <br />; � �J o <br />F <br />1:/. "YO F E' S`a <br />/,��P�f/bttikC.ko <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 />L EN IM A R <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />oz <br />0 <br />i~ <br />�o <br />z Q <br />of <br />f� <br />W¢I: OL <br />zoo <br />oo�< <br />�$?? <br />2':J <br />a0 w <br />0 <br />N <br />z <br />zzz <br />r <br />0 <br />F <br />z <br />z <br />a <br />z <br />"v <br />�/ <br />Cn <br />3 <br />fp <br />_J <br />q;r <br />V <br />a <br />w <br />U <br />w <br />2 <br />8 <br />N <br />C1) <br />zap¢ <br />wz <br />� <br />Q <br />N <br />8o <br />o R, <br />Z <br />z <br />N <br />o <br />66�� <br />W <br />J <br />L0 <br />w <br />LU <br /><C <br />�- 5 <br />z o <br />�¢U <br />Q <br />z <br />Z <br />CW <br />aQz <br />coLU <br />z <br />,z <br />ao <br />z <br />= <br />a... <br />r-I <br />1 IZ <br />1 cn <br />o <br />SCALE : AS NOTED <br />DATE : 6/20/2018 <br />TECH: MJAM ES <br />VERSION NO. 4ol <br />SHEET NO. <br />ST <br />- -- - -I II I tTi I iiii,.ia4jim I a. r iil_T: 7 XF:,I I w I I I <br />7 <br />