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1 I 1 t— -A :. <br />--t' I I — - I <br />1 f I Ill I t I L. <br />I I _- I I I I I I I I 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 SPF NOSING GLUT <br />NAILED MATCH NOS <br />OTHER 1 <br />\ 6', <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />MTS12 w/ (14) 10d x 1 <br />1/2" NAILS) <br />2x <br />DRAFT S P <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 x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: 2" = V-0" <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH <br />STRINGER <br />SIDE) TO BOTTOM EDGE OF 2x12 <br />FACE OF 2ND RISER <br />3/4" RISER CUT TO FIT <br />STRINGER <br />A <br />MAINTAIN BETWEEN" <br />\ <br />AND J" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />10 <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />/ <br />�1x4 GLUED AND NAILED TO STRINGER <br />STRAP GLUED TO <br />2x4 DRAFT <br />RISER AND TREAD <br />/ <br />STOP <br />/ <br />2x8 SYP DRYWALL STOP MUST <br />\ I <br />NOT TOUCH STRINGERS <br />I <br />1 <br />SYP CUT TO FIT <br />4RS IN WALL <br />�2x12 SYP <br />I � <br />B <br />I <br />I <br />BEARS IN WALL <br />2x4 BLOCKING FOR 2x12 <br />C <br />I <br />2x4 PT UNDER 2x12 <br />I <br />I <br />—2x6 SYP <br />/ \ <br />\ <br />ROVIDE MOISTURE <br />PROTECTION / <br />/ <br />2x4 SYP BLOCKING <br />/ <br />LAAAT�TAACH ALL COMPONENTS <br />" <br />\ <br />FOR STRAP <br />STAIR TO CONC. W/ <br />X2x4 <br />PT NOTCHED INTO STRINGER <br />w/ATTACH <br />TAPCONS @ MAX. 32" O.C. <br />AND NAILED TO FLOOR WITH GLUE <br />(S�>P6SdON1M�212 <br />ALL COMPONENTS <br />1x4 GLUED AND / <br />AT STRINGER CONTACT POINTS \ <br />NAILS) <br />OF STAIR TO CO NC. W/ 4" X <br />NAILED TO STRINGER / <br />2 J" TAPCONS @ MAX. 32" O.C. <br />\ <br />(I EW "A" SECTION VIEW "B" <br />SCALE: 1" = V-0" SCALE: 1" = V-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />___[ <br />TOP OF <br />STRINGER <br />TREAD <br />/ 1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT�� [_ <br />/ STOP <br />2x8 SYP DRYWALL STOP 1� <br />MUST NOT TOUCH <br />STRINGERS G <br />I <br />E2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />I2x4 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 AILS) S) x 1 1/2" <br />N <br />STRINGER CONTACT POINTS NAILS) <br />VVh LL <br />SECTION VIEW "D" <br />SCALE: 1" = V-0" <br />FILLER STRIPS ADDED 4' PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING 1— <br />x SYP CUT TO FIT <br />BEARS IN WALL <br />x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = V-0" <br />INGER <br />0 <br />GLUED <br />I NAILED <br />SECTION <br />D-D <br />SCALE. 1" = V-0" <br />-3/4 PLYWOOD <br />ON DECK <br />H <br />—2x8 SYP GLUED <br />2x4 SYP BLOCKING , <br />AND NAILED TO <br />FOR STRAP <br />FRAMING <br />(SIMPSON N MTS12 w/ <br />(14) 14) 10d x 1 1/2" <br />/ <br />2x4 DRAFT 2x12 <br />NAILS) <br />STOP TREAD <br />GLUED <br />IL <br />NAILED—\ i <br />2x�� <br />IDRAFT S P <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLUE—", NOT TOUCH STRINGERS <br />AT STRINGER CONTACT 1x GLUED AND NAILED TO STRINGER <br />POINTS ,,FOR DRYWALL SPACING <br />B � � <br />H <br />SE <br />SECTION VIEW "E" <br />CTION VIEW <br />SCALE: J" = 1'-0" <br />SCALE: 1" = V-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 />\ FLOOR TRUSS OR <br />/ GIRDER, FIELD VERIFY <br />J� <br />SCALE: 1" = 1'-0" <br />CONN. TO BOTT <br />OF NEWEL POST <br />PER CONTRACT, <br />(2) LAYER a' EDGE GOLD PROVIDE SOLID BLOCKING <br />R PLYWOOD BELOW ALL NEWEL POST <br />OSB O <br />OR 1 R PL16" W 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" = V-0" <br />F SECTION VIEW <br />SCALE: 4" = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = V-0" <br />(WALL JOINT <br />YWALL TO <br />✓ER JOISTS) <br />STUD NAILED AND <br />JED TO TOP PLATE <br />CUT INTO RIM BAND, <br />JED AND NAILED TO <br />(RING WALL BELOW <br />L 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 />(WALL JOINT <br />YWALL TO <br />✓ER JOISTS) <br />H <br />2X STRING R <br />2X BLOCKING <br />SIMPSON MTSj2 w/ <br />(14) 10d x 1 1/2"111N\AILS <br />a(JDD OR 2X BLOCNG <br />R I S E-1,13 / <br />VARIES <br />SECTION VIEW "H" <br />SCALE. 1" = V-0" <br />1 <br />I <br />j W <br />CD t <br />A <br />^ <br />�r <br />m T= <br />N <br />- <br />°f <br />� c <br />' <br />tj <br />Q <br />w <br />� U <br />M <br />CV <br />O <br />CV <br />CO <br />N <br />u') <br />CZ> <br />4, <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 />Engineer's signature and seal. <br />N <br />f. <br />a <br />E $ N <br />o Ms °p� in <br />N_ <br />ci <br />6 <br />0 <br />�rNic� <br />M <br />u a a <br />d <br />J LL LL <br />z <br />0 <br />2 <br />I: co o <br />OCV (D m w c <br />cd�pjQ d K z <br />LLW <br />0 o w <br />(1)Z 0 y H <br />aN <br />OU ❑❑❑ <br />W <br />Cl- <br />- n <br />N <br />tnJ'), <br />-1 co <br />�� o <br />C3 <br />W <br />4-1ti <br />«, <br />w a <br />U � <br />0 <br />�n <br />V) <br />w � <br />r <br />� <br />N <br />v M <br />LL M <br />.. <br />J £ <br />o <br />� <br />s�N <br />tJi <br />to E <br />�OL o <br />, <br />= <br />F� f0 <br />'u <br />- <br />uJ <br />C <br />a <br />a <br />z <br />cfl <br />o <br />[C <br />r/J ra <br />- <br />() <br />J <br />b <br />v> <br />W <br />O <br />`} <br />w <br />w <br />m <br />N ¢ <br />2 <br />h <br />O <br />aq <br />d,J <br />2CD <br />B <br />>� <br />ui <br />Co o <br />N <br />CV <br />;� <br />O <br />LM <br />T <br />Cr <br />E <br />n <br />V <br />M <br />T� <br />oT0 <br />o <br />* to <br />U <br />r <br />O <br />N <br />0 <br />N <br />F— <br />Q O <br />ch piz <br />N <br />L <br />o <br />N <br />(0 <br />� <br />N <br />T <br />� <br />r <br />m <br />T <br />iri <br />Z <br />z <br />E <br />a <br />E <br />U -j <br />Q p <br />c <br />JOB <br />NO: 23-05725-05728 <br />SCALE : <br />AS NOTED <br />SHEET N0. <br />ST <br />