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r' 17 LT A rq' my IRT�RRhf� <br />r"°r n <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 />13/4x11 <br />VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 UNDER STRINGER GLUED P <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 />rr\P9 nl[%r AA1r% nl ldl I1L1C/1P]RAA-r1^k1 <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 />1 <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE-----' <br />AT STRINGER CONTACT <br />POINTS <br />E—� <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />\ _LI -2x8 SYP DRYWALL STOP MUST <br />IL NOT TOUCH STRINGERS <br />/ 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />"I4GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: 4" <br />JOIST <br />f7IIIt7 <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 />I <br />�A <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />----------------- <br />i <br />I <br />2x SYP CUT TO FIT 1 <br />BEARS IN WALL I <br />---2x12 SYP <br />BEARS IN WALLA I 1 11 All- <br />1 1 <br />` <br />'----2x6 SYP / <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 \ (i S d x 1 1/2" / <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F <br />—3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN" <br />AND J" 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 />STRINGER I SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />2x4 DRAFT RISER AND TREAD <br />STOP X, <br />A-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />�/// / <br />4-�2x4 BLOCKING FOR 2x12 // I <br />2x4 PT UNDER 2x12 C I <br />1 ROVIDE MOISTURE <br />PROTECTION <br />LACH ALL COMPONENTS <br />/ STAIR TO CONC. W/ J" X / <br />TAPCONS @ MAX. 32" O.C. <br />'--ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/T'X \ NAILED TO STRINGER <br />2" TAPCONS @ MAX. 32" O.C. \ / <br />SECTION VIEW "A" SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER <br />SYP FULL CONTACT WITH LANDING i — <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 I <br />MUST NOT TOUCH <br />' 2x SYP CUT TO FIT I 1 STRINGERS <br />BEARS IN WALL I <br />2x12 SYP BEAR I E—~' I <br />IN WALL I 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />1 STRINGER \C <br />2x6 SYP ` <br />\ 2x4 SYP BLOCKING OPTION: 2X4 CUT ON <br />FOR STRAP BEVEL GLUED AND <br />2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ NAILED TO SUPPORT <br />AND NAILED TO FLOOR WITH GLU (14) NAILS x 1 1/2" W/ SIMPSON H3 — <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 />_— ----2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = V-0" <br />RINGER <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 />Qx4 DRAFT <br />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAILEC <br />I <br />I <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE---' <br />AT STRINGER CONTACT <br />POINTS <br />�u <br />SCALE: 1" = T-0" <br />`f-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />LIXALUED AND NAILED TO STRINGER <br />41OR DRYWALL SPACING <br />H <br />SECTION VIEW "E" <br />SCALE: 1" = V-0" <br />—� NOTE: 2x8 ' <br />\ DRYWALL STOP / <br />NOT SHOWN <br />E SECTION VIEW - STAIR CONSTRUCTION DETAILS <br />SCALE:" = 1'-0" (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />ILFLOOR TRUSS OR CONN. TO BOTTOM <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />PER CONTRACTOR <br />F <br />(2--It) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING <br />OSB OR PLYWOOD BELOW ALL NEWEL POSTL�� <br />"X16" LVL FROM JOIST TO JOIST. USE <br />OR 1 <br />ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND <br />NAILED TO JOIST. <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />NEWEL POST <br />BLOCKING <br />F SECTION VIEW <br />SCALE:" = 1'-0" <br />SCALE: 1" = 1'-0" <br />JOINT <br />_TO <br />)1STS) <br />NAILED AND <br />> TOP PLATE <br />4TO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <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 />JOINT <br />-TO <br />11STS) <br />H <br />ff/ 2X STRING�R <br />2X BLLOCKING <br />PSON MTSJ2 w/ ' <br />10d x 1 1/2" AILS <br />\2(VD OR 2X BLOCKING <br />3 <br />RISL;e / <br />VARI E <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />'t3 <br />N <br />(' h <br />O <br />C <br />�- <br />C, . ca X <br />SZ- <br />Y - J <br />`rJS-�LQ <br />Q (L <br />y <br />(6 0 O <br />O <br />i... lV <br />_ ...2 O. <br />>>CL•�-W <br />i <br />P/ <br />,.,�1�•��C4EIISiPIil�� <br />6. 7 K/ >ff°�i•. <br />PLO <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?020 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 />9 4 c gs <br />N Cf 8 <br />v CD <br />' 0 '' <br />W 10 <br />N O <br />at LL <br />a ,;Ma <br />Q C J W <br />Li: <br />LL tL <br />Z -ern o- 2 <br />pc' <br />o <br />a• 7 CONS <br />W0�pjO� <br />m w <br />LLz Z NZdJ <br />ZN OU U <br />U 2 v <br />a <br />Z 'n - <br />//���� Z M <br />0 -8 <br />V/ <br />u, s <br />OQ) <br />V) c cm <br />U � <br />l3J J <br />L <br />V <br />U <br />Q 0 <br />O <br />y <br />w <br />2 <br />M <br />C. <br />Q <br />0za <br />§ <br />E <br />SO <br />7dF <br />zo <br />Q <br />E O U <br />50 <br />Wa <br />O E <br />Ez <br />O� <br />zcli <br />O <br />co C <br />C <br />ZZ <br />o Y <br />y O <br />m`0 <br />0 <br />O LL <br />♦J <br />Q W <br />1° <br />s <br />8- <br />W <br />Hz <br />0 <br />�C <br />a <br />zlaCD <br />a <br />Ov 3 <br />c <br />o T <br />> (n <br />2 <br />m <br />Q <br />11Z <br />� <br />F- <br />M <br />L <br />r— <br />�00 <br />OCr <br />Q <br />T <br />O <br />� <br />v ' m <br />Q <br />' <br />N <br />0C*4 <br />c <br />.� <br />N <br />M <br />LO <br />M� <br />\" l ` <br />T <br />E <br />O <br />0 <br />l0 <br />Z <br />E tVVI� y <br />E <br />f0 <br />c <br />c <br />a <br />E ?: <br />0 _j a o <br />JOB <br />NO: 22-05614-05611 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />