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_ I • 'Ir r 741 IL a .ro , F I Ti^ "i •'11=" 1'r:I ­T =,1 q. n h ti I 'I' ^'I ! 1 l4y I' „ J ,I 11111 ,f l, �IIF 111nR��11���1 <br />3 <br />v <br />v <br />v- <br />Cl7 <br />0 <br />O <br />0 <br />N <br />1 <br />0 <br />N <br />J <br />0 <br />co <br />LO <br />0 <br />I <br />L0 <br />0 <br />c0 <br />L0 <br />0 <br />1 <br />N <br />C7 <br />v <br />a- <br />cn <br />0 <br />0 <br />N <br />I <br />to <br />0 <br />N <br />J <br />0 <br />L0 <br />L0 <br />0 <br />I <br />C) <br />o <br />to <br />CD <br />0 <br />1 <br />N <br />/ <br />F- <br />Cn <br />C <br />0 <br />i <br />rn <br />c <br />¢ <br />C) <br />1,2 <br />0 <br />a <br />v <br />Qi <br />E <br />0 <br />L <br />O <br />c <br />C <br />J <br />r <br />L7 <br />O <br />U <br />v <br />c <br />U <br />i <br />Z <br />O <br />U <br />v <br />Z <br />v) <br />I <br />i <br />c <br />0 <br />v <br />U <br />J <br />a� <br />T7 <br />N <br />0 <br />rn <br />L <br />a <br />a <br />C'4 <br />0 <br />rn <br />ri <br />v <br />0 <br />m <br />v <br />cn <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 <br />2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" <br />FOR STRAP (SIMPSON <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 />NAILED <br />2xi <br />I <br />DRAFTS P <br />2x4 PT NOTCHED INTO \ <br />STRINGER AND TAPCONED <br />2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU <br />NOT TOUCH STRINGERS <br />/ <br />AT STRINGER CONTACT \ <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />/ <br />POINTS / \ <br />_ x4 GLUED AND NAILED TO STRINGER <br />E—/ <br />_ <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: 2" = 1'-0" <br />MALL <br />J-A <br />1-11 <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />r <br />/ I � T ` \ \ / <br />3YP CUT TO FIT <br />%RS IN WALL I <br />2x12 SYP <br />BEARS IN WALL <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 (14) 10d x 1 1/2" <br />/ \ NAILS) <br />fIEW "A" SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />—3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN T" <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 />—2x4 DRAFT RISER AND TREAD <br />STOP / <br />—2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />---2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 ' <br />1 tCOMPONENTS <br />DE MOISTURE <br />\ CTION <br />ATTACTSOF STAX2 4" TAP" O.C. <br />—ATTACH ALL COMPONENTS 1x4 <br />OF STAIR TO CONC. W/ a" X \ NAILED TO STRINGER <br />2 4" TAPCONS @ MAX. 32" O.C. \ <br />GA*"-� <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 />I STRINGERS G <br />I 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />1\ <br />\ 2x4 SYP BLOCKING <br />FOR STRAP <br />I PT NOTCHED INTO STRINGER (SIMPSON14)1Od MTS12 w/ <br />D NAILED TO FLOOR WITH GLU x 1 1/2" <br />STRINGER CONTACT POINTS \ NAILS) <br />SECTION VIEW "D" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = 1'-0" <br />PLYWOOD <br />x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: V = 1 "-0" <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 2x12 <br />STOP TREAD <br />GLUED <br />AND <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE---� <br />AT STRINGER CONTACT <br />POINTS <br />II <br />SCALE: 1" =1'-0" <br />H 2x4 SYP BLOCKING <br />/ FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />Im <br />/ <br />L'tW SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />x*GLUED AND NAILED TO STRINGER <br />� bR DRYWALL SPACING <br />SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />E SECTION VIEW <br />_ SCALE: 2" = 1'-0" <br />LWL <br />F <br />2x4 <br />STC <br />2x4 <br />NOTE: 2x8 ' <br />\ DRYWALL STOP <br />NOT SHOWN <br />SECTION VIEW "C" <br />SCALE: V = 1'-0" <br />FLOOR TRUSS OR CONN. TO BOTTOM <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />PER CONTRACTOR <br />STRINGER \ <br />OPTION: 2X4 CUT ON (2) LAYER 4" EDGE GOLD <br />BEVEL GLUED AND OSB OR PLYWOOD <br />NAILED TO SUPPORT OR 1 a X16" LVL <br />W/ SIMPSON H3 ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G11 <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE: 2' = 1'-0" <br />L-1 <br />PROVIDE SOLID BLOCKING <br />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 />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = 1'-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />JD 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 />FLOOR <br />TRUSSES <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRINGER <br />2X BdOCKING <br />PSON MTSJ2w/ ' <br />10d x 1 1/2" AILS <br />2 D OR <br />D 2X BL07NG <br />3 <br />RISN3_ <br />ECTION VIEW "H" <br />SCALE: V = 1'-0" <br />io-)N <br />N <br />M u ,EL <br />t7ID ,_ <br />f <br />s1 0 <br />n ,.� <br />t6 t, <br />� Lo <br />��dfJ3�Js�r 00 <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. 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