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C" <br />v <br />r` <br />N <br />LO <br />0 <br />7 <br />N <br />0 <br />oCV <br />0 <br />0 <br />J <br />n <br />N <br />C> <br />0 <br />1 <br />N <br />S <br />J <br />r" <br />L0 <br />CV <br />LID <br />L0 <br />E <br />v <br />v- <br />N <br />0 <br />N <br />0 <br />J <br />r` <br />N <br />C) <br />0 <br />I <br />N <br />0 <br />V7 <br />0 <br />LO <br />LO <br />49 <br />cn <br />O <br />a <br />0 <br />a <br />E <br />0 <br />x <br />`v <br />i <br />0 <br />v <br />0 <br />a� <br />tz <br />0 <br />CL- <br />0 <br />N <br />O <br />LO <br />0 <br />z <br />a <br />Z <br />W <br />ng <br />Q <br />m <br />0 <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 />\ 0, <br />VVHLL <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 />A MAINTAIN BETWEEN 4' <br />!\ AND �' GAP TOP AND <br />BOTTOM, GLUED AND 77/ <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 i <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />SYP CUT TO FIT <br />%RS IN WALL % <br />2x12 SYP <br />// N//�N <br />BEARS IN WALL 2x4 BLOCKING FOR 2x12 <br />T:-T2x4 PT UNDER 2x12 C <br />—2x6 SYP ROVIDE MOISTURE <br />PROTECTION <br />ATTACH AlL COMPONENTS <br />2x4 SYP BLOCKING OF STAIR TO CONC. W/ 4" X <br />/ AND NAILED TO FLOOR WITH GLUE FOR STRAP <br />2x4 PT NOTCHED INTO STRINGER 2 t' TAPCONS @ MAX. 32" O.C. <br />(SIMPSON MTS12 w/ <br />AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND <br />/ NAILS) OF STAIR TO CONC. W/ a' X NAILED TO STRINGER <br />/ 2 4' TAPCONS @ MAX. 32" O.C. <br />(I EW "A" <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />/ 1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />G.1 SECTION VIEW "C" <br />\ SCALE: 1" = 1'-0" <br />TOP OF <br />STRINGER <br />STRINGERS <br />E2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />2x4 SYP BLOCKING <br />FOR STRAP <br />I PT NOTCHED INTO STRINGER (SIMPSON14)1Od MTS12 w/ <br />D NAILED TO FLOOR WITH GLUE S) x 1 112" <br />NAILS) <br />STRINGER CONTACT POINTS NAILS) <br />SECTION VIEW "D" SECTION VIEW 11E11 <br />SCALE: 1" = 1'-0" SCALE: V = 1'-0" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <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 />2x4 GLUED <br />AND NAILED <br />SECTION D—D <br />3/4 PLYWOOD <br />ON DECK <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 />x8 SYP GLUED <br />BOTTOM, GLUED AND <br />1/2" NAILS) <br />AND NAILED TO <br />NAILED TO STRINGER <br />FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED-- i <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />AT 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: 7' = 1'-0" <br />2x4 PT NOTCHED INTO ' <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />IV <br />SCALE: 1" = 1'-0" <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />1x GLUED AND NAILED TO STRINGER <br />—`/ FOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE: 17' = 1'-0" <br />l✓ 7 <br />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 />FLOOR TRUSS OR CONN. TO BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />(2) LAYER 4" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 a"X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE: 2' = 1'-0" <br />PER CONTRACT <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: V = 1'-0" <br />'WALL JOINT <br />YWALL TO <br />/ER JOISTS) <br />STUD NAILED AND <br />)ED TO TOP PLATE <br />CUT INTO RIM BAND, <br />JED AND NAILED TO <br />,RING WALL BELOW <br />WALL JOINT <br />YWALL TO <br />/ER JOISTS) <br />1 POST LET INTO <br />(LOCK <br />IDE <br />KING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <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 ING <br />RIS R <br />VARIES <br />SECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />ers <br />CV <br />: "• <br />C%A <br />v <br />0- <br />a~ U..a <br />Zn <br />cc <br />�' o <br />d a <br />� 3 � <br />io <br />c o <br />d co <br />y a. <br />CD <br />v <br />0 <br />AFL <br />_ <br />, a � O <br />� <br />s.z.P <br />� V aw• ,Ss� � _ <br />�j.Y.! <br />F add®y j. N sA! l'4� loth <br />3 <br />�f 7�35 s ��194 i <br />o.� <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 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineer's <br />signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />N <br />y�04 <br />q <br />C7 <br />O N O <br />w W a N r <br />a� <br />in"0-�en <br />0 <br />�Hp <br />LL <br />2S2Sz u- <br />LL W <br />z <br />Qi <br />m C n <br />> N N C0 Y <br />W <br />r°O_'o' m w <br />C <br />Z <br />O N Q <br />M <br />S9 <br />z <br />N <br />Q 0' O <br />O U U ai <br />W <br />❑❑ <br />N M <br />0 <br /><�10 <br />� o <br />M <br />LL <br />4.1 <br />4Ld � <br />Oo <br />V) <br />N <br />N <br />f6 <br />�- <br />x�t <br />a <br />m <br />N O <br />w <br />irw <br />_ <br />J <br />z <br />� <br />E <br />o <br />� <br />zo <br />�� <br />z <br />Z <br />Z© <br />I— to <br />�g <br />'o <br />— <br />® <br />`fl <br />a <br />az <br />o< <br />�z <br />w Z <br />2U <br />m� <br />0, <br />i <br />�} <br />t� <br />0, <br />�, <br />go <br />az <br />Qo <br />mCD <br />a= <br />_� <br />az <br />0 <br />c 0 <br />>� <br />J <br />LO <br />rn <br />E <br />Q <br />0 <br />CL <br />I— <br />r <br />co <br />� 0CN <br />CT Y <br />cc <br />O <br />N <br />m <br />C0 <br />co <br />LO <br />r <br />QI <br />O <br />C/) <br />Lf7 <br />L- co <br />o <br />C:),� <br />CV <br />M <br />n <br />CN <br />Q <br />n <br />r <br />.. <br />_ <br />CD T <br />o <br />Z <br />n <br />p <br />U 0 <br />6 <br />Q o <br />C <br />W <br />JOB <br />NO: <br />23-06127 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />