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l ii I� � �.n�l n�l■e��'�t���nnlnrtn I I t � __ i! 111 � �� - - I --� � - I _ nf'I 1' I <br />3 <br />W <br />I <br />to <br />i <br />m <br />co <br />v <br />39 <br />c0 <br />N <br />O <br />N <br />v <br />Co <br />0 <br />3 <br />Q <br />N <br />N <br />E <br />0 <br />x <br />C <br />a� <br />O <br />U <br />E <br />c <br />U <br />L) <br />U <br />0 <br />i <br />U <br />i <br />I <br />Y <br />i <br />0 <br />•U <br />J <br />ti <br />N <br />N <br />0 <br />0 <br />0 <br />CL <br />C'4 <br />0 <br />N <br />N <br />0 <br />Ln <br />Q <br />m <br />a� <br />0 <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 />J 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 />L-1x4 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 />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON _ <br />OTHER TREADS / <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ov / - <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 />2x� <br />I DR FT S P <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />\ 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU 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:" = 1'-0" <br />FLOOR <br />JOIST <br />SYP <br />2x8 SYP <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL <br />STRINGER MUST MAKE FULL / <br />CONTACT WITH LANDING <br />SIMPSON A35 OR / <br />LSC EACH <br />STRINGER <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />2x SYP CUT TO FIT 1 <br />BEARS IN WALL l <br />_--2xl2 SYP <br />BEARS IN WALL I <br />'--2x6 SYP / <br />2x4 SYP BLOCKING <br />2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />IMSONAND NAILED TO FLOOR WITH GLUE (S4) 10d x 1n1/2S NAILS <br />/ AT STRINGER CONTACT POINTS <br />F Z,/" <br />i / \ / <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 />STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />3/4" RISER CUT TO FIT 4�STRINGER <br />MAINTAIN BETWEEN" <br />AND J" GAP TOP AND <br />BOTTOM, GLUED AND 7-7 <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,,,\-2x8 SYP DRYWALL STOP <br />MUST <br />NOT TOUCH STRINGERS / <br />_ --2x4 BLOCKING FOR 2x12 I <br />2x4 PT UNDER 2x12 C I <br />I ROVIDE MOISTURE / <br />\ PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/4" X <br />2" TAPCONS @ MAX. 32" O.C. <br />\-ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ 1" X NAILED TO STRINGER <br />21" TAPCONS @ MAX. 32" O.C. \ / <br />\ / <br />SECTION VIEW "A" SECTION VIEW "B" <br />SCALE: 1" = V-0" SCALE: 1" = V-0" <br />2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER <br />SYP FULL CONTACT WITH LANDING _ \ <br />/ \ / / <br />G.1 <br />TOP OF ' <br />STRINGER <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 I STRINGERS G <br />BEARS IN WALL <br />2x12 SYP BE I I <br />I4 SIMPSON A35 \ <br />IN WALL I 2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />2x6 SYP <br />/ \ 2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />2X4 PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" NAILS) <br />AND NAILED TO FLOOR WITH GLUE <br />/ AT STRINGER CONTACT POINTS <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 />TOEE4� 2xl2 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0' <br />--STRINGER <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 />NAI LEC <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE -AT- <br />STRINGER CONTACT <br />POINTS <br />SCALE: 1" = 1'-0" <br />f2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />LX4/GLUED AND NAILED TO STRINGER <br />,�. ,KOR DRYWALL SPACING <br />SECTION VIEW "Ell <br />SCALE: 1" = 1'-0" <br />E SECTION VIEW <br />SCALE:" = 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 ' <br />\ DRYWALL STOP <br />NOT SHOWN <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />FLOOR TRUSS OR CONN. TO BOTTI <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />\ PER CONTRACT, <br />V <br />/ I <br />7 <br />(2) LAYER q" EDGE GOLD PROVIDE SOLID BLOCKING <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1"X16" LVL FROM JOIST TO JOIST. USE <br />ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND <br />@ 6" O.C. TOP, BOTTOM NAILED TO JOIST. <br />AND VERT. <br />NEWEL POST <br />SECTION VIEW "G" BLOCKING <br />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 />L POST LET INTO <br />LOCK <br />IDE <br /><ING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />LOOR <br />TRUSSES <br />SCALE: 1" = V-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />VTO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X BI/ 2X STRINGER <br />OCKING <br />PSON MTSJ2 w/ ' <br />10d x 1 1/2"NAILS <br />\ D OR 2X BLOCKING <br />tD <br />RISC <br />VARI E <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />co <br />N ° C> <br />N <br />N C..r <br />Zy L <br />=3 <br />a C: <br />N J <br />(D c? -0 <br />C6 U O <br />>Q_ ®W <br />r.- <br />r. <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 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W 10 <br />co <br />E <br />.4 O Cm 8 N r it <br />N 6 m LL <br />V <br />- 0 900°°0nu_w <br />ij Q g: LLCL <br />N <br />U <br />_ Q. <br />o <br />z L v <br />� % CNj dO <br />U <br />¢) <br />co No a <br />LLWZ 'n z—U� O <br />Nr,, Qx <br />O C)QZ U � N <br />N <br />Z N Cl) <br />o$ <br />z N <br />z o <br />Q <br />a <br />N <br />N z <br />C7 0 <br />�--' U, <br />LU <br />O w s <br />C <br />�N <br />U <br />o <br />® — <br />U 'o as <br />° <br />c N <br />�Q <br />CD <br />m <br />M <br />M <br />� � <br />Z <br />G <br />--I <br />n. 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