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c <br />v <br />'b <br />S <br />n <br />g <br />z <br />LO <br />I <br />00 <br />i <br />r- <br />N <br />> <br />it <br />a> <br />v <br />z <br />0 <br />J <br />co <br />TIP <br />00 <br />F- I 00 <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 />i <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLU <br />STRINGER CONTACT <br />POINTS <br />N <br />E <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />6', <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />MTS12 w/ (14) 10d x 1 <br />1/2" NAILS) <br />'}-2x8 SYP DRYWALL STOP MUST <br />// 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 FI <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 />WALL GLUED TO <br />2x8 <br />F <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 />1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO <br />2x4 DRAFT RISER AND TREAD <br />STOP <br />F7/7�/ <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />q VZA <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" SECTION VIEW "B" <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 />SCALE: 1" = V-0" SCALE: 1" = V-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />61, <br />-2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C <br />tAN <br />DE MOISTURE <br />CTION <br />LZAATS <br />X <br />O.C. <br />ATTACH ALL COMPONENTS 1x4 <br />OF STAIR TO CONC. W/ T" X NAILED TO STRINGER <br />2" TAPCONS @ MAX. 32" O.C. / <br />SECTION VIEW "C" <br />SCALE: 1" = V-0" <br />/ <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />2x SYP CUT TO FIT <br />MUST NOT TOUCH <br />STRINGERS <br />G <br />BEARS IN WALL <br />2x12 SYP BEAR <br />IN WALL <br />2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />— 2x6 SYP <br />2x4 SYP BLOCKING <br />FOR STRAP <br />N M/2" <br />(14) <br />/2x4 PT NOTCHED INTO STRINGER <br />(14) 10d x 1 1/2" NAILS) <br />10d N I <br />AND NAILED TO FLOOR WITH GLUE <br />AT STRINGER CONTACT POINTS <br />\ <br />CTION VIEW "D" <br />SCALE: 1" = 1'-0" <br />/—" PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP <br />:��EEE4 <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0' <br />2x4 GLUED <br />AND 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 />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE-A-T <br />STRINGER CONTACT <br />POINTS <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />SECTION VIEW "E" <br />SCALE: 1" = V-0" <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />LX4/GLUED AND NAILED TO STRINGER <br />Jam/, FOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE: " = 1'-0" <br />Or <br />/ <br />F <br />2x4 <br />ST( <br />2x4 <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <br />TOP OF <br />��STRINGER <br />CONN. TO BOTT <br />OF NEWEL POS <br />PER CONTRACT <br />H <br />FLOOR GIRDER PROVIDE SOLID BLOCKING <br />2X4 CUT ON OR 1 i 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 />L POST LET INTO <br />(LOCK <br />IDE <br /><ING <br />F SECTION VIEW <br />SCALE:" = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />(WALL JOINT <br />YWALL TO <br />JER 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 />JER JOISTS) <br />H <br />2X STRING R <br />2X B OCKING <br />SIMPSON MTS 2 w/ <br />(14) 10d x 1 1/2" NAILS <br />D OR <br />3 <br />2X BLOC NG <br />RIS R <br />VARIES <br />SECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />0 "' <br />_za <br />Z c�OC)y <br />z <br />Q <br />cL <br />U) z <br />Ln (D <br />Qj n c <br />w <br />C� p <br />° 0 w <br />N <br />Mu <br />U <br />_o 0 <br />Co N <br />w <br />�— <br />Rif-Z <br />m co <br />Ep <br />O CJ <br />U <br />tU-00 <br />� o <br />Q rn <br />CO <br />rn Q <br />rn Q o <br />A ® <br />B Dm <br />N.CHDC <br />'Jl <br />N O <br />M U <br />N <br />U)Z WSM Z z <br />LU <br />W �C. <br />z0•w���� ao <br />O n <br />LL(p <br />W 49 NQM:L Q <br />N <br />o c� V OH <br />W W W FDSEN&COM Li <br />�,?�\.' <br />Nfo <br />V. <br />�.'t': <br />s •. <br />ol1 <br />i!E!1! N'oN\\ <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 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 IEN NAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.Lennaffampaxom <br />�o <br />W� <br />z 0- <br />r� <br />LU <br />UZOO <br />z �� <br />z� <br />L W <br />0W'o <br />U Lu FLLF N <br />F !i <br />) <br />Lu <br />Z <br />,!q U <br />Ln3 <br />UU <br />= <br />J <br />CS <br />LU9 <br />< <br />U, <br />~ <br />1 /1 <br />Y , <br />L= <br />L. <br />a O <br />Z< <br />Q <br />N <br />aafw <br />o� <br />�o <br />z <br />z <br />*"-I <br />0o LL <br />a 212 <br />J <br />Q W u- 5 <br />10 § <br />Ll.l <br />gg' <br />00 <br />Q <br />Z <br />e< <br />11-0 <br />Z <br />06 <br />f <br />Mm <br />,-I <br />0- <br />to <br />s <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: MJAMES <br />VERSION NO. 5ol <br />SHEET NO. <br />ST <br />