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1 11_ t 1 _ -- 1 1_ _ - - I — I - - 11 _ 11 I 1411 1 I <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 />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE---" <br />AT STRINGER CONTACT <br />POINTS <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />\ O'e <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: 2' = V-0" <br />V VMLL <br />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN 4" <br />AND J" GAP TOP AND <br />BOTTOM, GLUED AND , 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 <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />// <br />SYP CUT TO FIT <br />4RS IN WALL <br />2x12 SYP <br />BEARS IN WALL x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C <br />2x6 SYP tCONC. <br />DE MOISTURE <br />CTION <br />LZATTACHTS <br />2x4 SYP BLOCKING X <br />2x4 PT AND NATOD TO FOOR WTIH GLUEFOR STRAP " O.C.(SIMPSON MTS12 w/AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 <br />NAILS) OF STAIR TO CONC. W/ 4" X NAILED TO STRINGER <br />2 J" 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 <br />TOP OF <br />STRINGER <br />SIN <br />STRINGERS G--L� <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 1/2" <br />NAILS) <br />STRINGER CONTACT POINTS \ NAILS) <br />CTION VIEW "D" SECTION VIEW "E" <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" = 1'-0" <br />INGER <br />A <br />GLUED <br />) 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 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 />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />LI 2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />x GLUED AND NAILED TO STRINGER <br />—� FOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />_ SCALE: 4" = 1'-0" <br />f <br />F <br />2x4 <br />ST( <br />2x4 <br />SCALE: 1" = 1'-0" <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <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 BOTTOM <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />PER CONTRACTOR <br />-(2) LAYER J" EDGE GOLD PROVIDE SOLID BLOCKING <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1 j"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" <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE: 4" = 1'-0" <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = 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 />)ED AND NAILED TO <br />BRING WALL BELOW <br />'WALL JOINT <br />YWALL TO <br />/ER JOISTS) <br />2X B OCKING <br />SIMPSON MTS 2 w/ <br />(14) 10d x 1 1/2" NAILS— <br />D OR <br />3 <br />RIS R <br />VARIES <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 />2X STRING R <br />2X BLOC ING <br />SECTION VIEW "H" <br />SCALE: 1 = 1 -0 <br />erg <br />0 <br />N <br />O <br />d � <br />L4 a o <br />C �II V M <br />CV <br />-'omx <br />N G 4L CL <br />co c, <br />C m CV <br />N `aC <br />� <br />3 <br />3 � <br />R <br />N G. •� <br />c ✓_ <br />c <br />d U <br />O <br />fM <br />N <br />0 <br />N <br />CO <br />N <br />0 <br />-J . <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 <br />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 />fq <br />W <br />Q <br />�F <br />0 <br />O <br />cm C N r <br />O <br />in # <br />Q <br />�mv 5S22 # u_ <br />c J S LL LL Lu <br />Lu <br />o <br />Z <br />MC �s <br />r mo <br />O <br />W <br />tn��rn m <br />Z <br />N N Z ¢ J <br />N K <br />OU a o <br />Z <br />W <br />o0 <br />z N M <br />oCD <br />J <br />n � <br />N <br />M <br />uJ <br />G ? <br />m <br />U <br />O <br />w <br />ru <br />v <br />J <br />� <br />_ e <br />L <br />U a 3? <br />(n <br />v <br />0 <br />c <br />N <br />14 <br />o <br />W <br />Cn <br />Cl) <br />J <br />Q 3 <br />z <br />z <br />LL <br />E I <br />= a <br />m <br />a O <br />coco V <br />W�ao <br />z® <br />� rp <br />- <br />oa <br />U <br />o E <br />CAD <br />o <br />d <br />o <br />c <br />ao <br />'.¢ <br />'.2aw <br />m0 <br />°z. <br />z <br />m � <br />J <br /><� <br />o� <br />1z <br />go <br />W <br />to <br />m <br />m LL <br />Q O <br />d z <br />F <br />az <br />r3 <br />o <br />J <br /><< <br />� 5 <br />�o <br />c� <br />v <br />=Ia <br />a <br />o3 <br />0 <br />c O <br />> M <br />N <br />I..L <br />Orn <br />m <br />0 <br />N <br />co LO <br />LO <br />N <br />_ <br />Q <br />c <br />0 <br />f <br />N <br />o <br />N <br />m <br />= <br />LO <br />�--+ <br />� <br />O <br />- <br />N <br />0) <br />m D <br />Lfl <br />N <br />Q <br />C N <br />T <br />m <br />N <br />T <br />rp C`V <br />o <br />Z <br />Z <br />E T <br />yr <br />`m <br />c <br />@ <br />0 <br />E <br />U <br />v °? <br />Q p <br />c <br />JOB <br />NO: <br />23-04651 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />