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C? <br />C14 <br />C14 <br />0 <br />CD <br />C14 <br />C'4 <br />C� <br />� 11 <br />C,4 <br />C:) <br />C14 <br />C.0 <br />C,4 <br />C,'4 <br />CD <br />C14 <br />C14 <br />9 <br />r") <br />r- <br />C I D <br />LO <br />C14 <br />CD <br />0 <br />_31:__ <br />C"! <br />C=) <br />E <br />F2 <br />E <br />Lz: <br />C14 <br />C=> <br />LO <br />6 <br />0 <br />C14 <br />LO <br />C�' <br />SCALE: V-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 GLUI <br />NAILED MATCH NOES <br />OTHER TR <br />6, <br />MALL <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />EJ" <br />3YP CUT TO FIT <br />%RS IN WALL <br />—2x12 SYP <br />BEARS IN WALL / B <br />-2x6 SYP <br />9x4 SYP R' OCKING <br />2x4 PT NOTCHED INTO STRINGER-\,--/ FOR STRAP W/ <br />(SIMPSON MTS12 w/ <br />AND NAILED TO FLOOR WITH GLUE \ <br />(14) 1 Od x 1 1/2" <br />AT STRINGER CONTACT POINTS <br />NAILS) <br />fl EW "Alf. <br />SECTION VIEW "B" <br />SCALE: 1 V-0" SCALE: 1 1'-0" <br />LIGN THIS STUD WITH FACE OF 2nd RISER <br />—3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN <br />AND 1" GAP TOP AND <br />2 <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />-lx4 GLUED AND NAILED TO STRINGER STRAPGLUEDTO <br />SCAB 2x4 GLUED AND NAILED (EACH <br />2xl 2 SYP <br />STRINGER- [SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />2x4 DRAFT RISER AND TREAD <br />STOP <br />777// L <br />-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />-�-2x4 BLOCKING FOR 2x12 <br />F--2x4 PT UNDER 2x12 ROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />PROVIDE MOISTURE/ <br />ROTECTION <br />A Arm Al I rr)r'fiPr)Mr:NTc' <br />LA <br />1., X <br />OF STAIR TO CONC. W/ <br />2 2" TAPCONS @ MAX. 32" O.C. <br />4 <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />NAILED TO STRINGER <br />OF STAIR TO CONC. W/ 4" X <br />217" TAPCONS @ MAX. 32" O.C. <br />G-1 <br />TOP OF <br />STRINGER <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />��STOP <br />4 <br />_,__,�-2x8 SYP DRYWALL STOP <br />MUSTNOTTOUCH <br />STRINGERS <br />G <br />SIMPSON A35 <br />__4_2x4 BLOCKING FOR 2x12 <br />OR LSC EACH <br />2x4 PT UNDER 2x12 <br />z <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 wl <br />PT NOTCHED INTO STRINGER, <br />(14) 1 Od x 1 1/2" <br />D NAILED TO FLOOR WITH GLU <br />NAILS) <br />STRINGER CONTACT POINTS <br />SECTION VIEW f'D" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />BULLNOS <br />SCALE: 1 1'-0" <br />PLYWOOD <br />�T-2x SYP CUT TO FIT <br />BEARS IN WALL <br />_--2xl2 SYP <br />BEARS IN WALL <br />E DETAIL <br />SCALE: 1 1'-0' <br />NGER <br />3LUED <br />NAILED <br />SECTION D-D <br />SCALE: 1 1'-0' <br />`314 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 />"�X8 <br />AND 1/2" GAP TOP AND <br />MTS12 w/ (14) 10d x 1 <br />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 <br />NAILED---\ <br />2 x <br />DRAFT S�P <br />2x4 PT NOTCHED INTO <br />I <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />x8 SYP DRYWALL STOP MUST <br />STRINGER AND TAPCONE D\ <br />INTO FLOOR WITH GLU <br />NOT TOUCH STRINGERS <br />INTO FLOOR WITH GLUE----� <br />AT STRINGER CONTACT <br />2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />AT STRINGER CONTACT <br />POINTS <br />x4 GLUED AND NAILED TO STRINGER <br />POINTS <br />B <br />FOR DRYWALL SPACING <br />SECTION VIEW <br />SCALE: 2' -0., <br />Z, <br />H 2x4 SYP BLO <br />CKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 1 Od x 1 1/2" <br />NAILS) <br />_4 <br />SECTION VIEW "Ell <br />SCALE: 1" V-0" <br />x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />LX,*/GLUED AND NAILED TO STRINGER <br />fIOR DRYWALL SPACING <br />H <br />SECTION VIEW <br />'44 <br />E <br />SCALE: 1" 1' <br />2 -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 />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <br />STRINGER <br />\< <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W1 SIMPSON H3 <br />VIC111 <br />SECTION VIEW <br />SCALE: 1 V-0" <br />FLOOR TRUSS OR CONN. TO BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POSI <br />PER CONTRACT, <br />AT <br />(2) LAYER -1" EDGE GOLD <br />4 <br />OSB OR PLYWOOD <br />1 3,,X <br />OR 16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: V= V-10" <br />SECTION VIEW <br />/ 4F� <br />SCALE: V-0" <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 />SCALE: 1 1 1-0.1 <br />POST LET INTO <br />-OCK <br />DE <br />]NG <br />STAIR CONSTRUCTION DETAILS <br />(IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED <br />)X8 BLOCKING <br />-OR NEWEL POST <br />FO ANCHOR TO. <br />GLUED AND NAILED) <br />LOOR <br />TRUSSES <br />JOINT <br />LTO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />4D NAILED TO <br />WALL BELOW <br />JOINT <br />- TO <br />)ISTS) <br />H <br />2X STRINAR <br />2X BdOCKING <br />I <br />PSON MTS12 W/ <br />C; <br />2�D OR <br />3 D <br />2X BL05KING <br />RlSt43 <br />I/ <br />VARIES-,, <br />ECTION VIEW "H" <br />SCALE: 1 V-1)" <br />C%j <br />C%S <br />- = <br />C <br />r- C= <br />C" <br />C.;, CIA <br />C14 <br />C, 7E -:X <br />ra <br />T <br />-5- <br />E <br />'S� E <br />00 <br />Z 4'k �' . te <br />6 CN <br />4 <br />7; <br />F V Lr <br />0 C". <br />Is <br />E� s <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. Engineers signature and seat is only for <br />the tructural engineering portions of the drawing pages beadng <br />Engsineers signature and seal. <br />N�2' W <br />M 'q E CC, <br />911 0 8 <br />- <br />0 <br />0) <br />"y a) ag <br />0 co u- <br />'Z U_ <br />.4 a, <br />LL <br />U_ z <br />z 3: 0 SO <br />.2 <br />:2.� C� M ui C) <br />:3 (a t'_ < <br />W 0 2 Z; <br />W co z <br />Ci <br />Z co x 0 �y <br />z < 0 <br />co < C) <br />z 0 d <br />W <br />0 Cq <br />-H <br />a) 2!! FZ_ <br /><c <br />U) <br />0 <br />QXV) <br />4� cz� <br />0 LU <br />V) <br />U) <br />M <br />LIJ <br />E <br />M 0 <br />6 1�e' <br />U) <br />M <br />< <br />< <br />1410, <br />U_ <br />E <br />CL 0 <br />C' <br /><Z <br />1- SO <br />CL <br />INEEN <br />" E <br />0< <br />00 <1 <br />zCC) <br />t <br />z <br />U:) <br />0 <br />0, <br />0 <br />z <br />�0 <br />�z <br />_=5 <br />0- <br />< -� <br />OM <br />—, z <br />0 <br />MEN <br />U11 <br />3: <br />0< <br />.2 <br />. <br />E, <br />M <br /><0 <br />IP <br />�!�z <br />0 <br />X <br />2 <br />> 00 <br />a) <br />M_ <br />6 <br />0) <br />2 <br />-:r <br />c1q <br />L_ <br />C_�j <br />co <br />co 2= <br />C) LL <br />CD <br />LO <br />CL <br />CN <br />T_ <br />I-- <br />Cr E <br />IL <br />60 <br />U) co <br />C:) <br />CN <br />Z]= <br />_1_j LO <br />4- r- <br />0�4 <br />F_ <br />0 qt <br />LO <br />(0 M <br />C? <br />LO <br />C-4 <br />CY) CD <br />0) <br />CD <br />M <br />N <br />< <br />LO <br />c.6 <br />T_ <br />a) <br />E <br />2i, co <br />EM 11-1 6i U') <br />0 <br />z <br />(n <br />E a) <br />co <br />E -8 <br />0 "6 -0 CU <br />0 1 <br />C <br />C <br />a) <br />_j <br />JOB <br />NO: 23-04725-04730 <br />SCALE: AS NOTED <br />SHEE7 NO. <br />ST <br />lWl If _F_ <br />