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I 111 11 1 , 1 111-1,11 _L I <br />-31; <br />CID <br />c14 <br />C, <br />C�4 <br />CN <br />C�4 <br />CN <br />C14 <br />C14 <br />C'4 <br />L0 <br />r__ <br />L0 <br />CD <br />04 <br />C14 <br />C'4 <br />0 <br />C14 <br />C,4 <br />C"4 <br />C14 <br />C-4 <br />LO <br />C> <br />1 <br />r <br />4*- <br />r- <br />LD <br />CD <br />=3 <br />Cr <br />Cn <br />3_1 <br />0 <br />CD <br />CN <br />CL <br />E <br />F2 <br />E <br />cN <br />c::) <br />LO <br />4; <br />16 <br />C14 <br />C=) <br />C'4 <br />C:) <br />Uj <br />5-: <br />M <br />U) <br />SCALE: 41, V-0.1 <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 />61 <br />17 <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND MTS12 wl (14) 10d x 1 <br />1/2" NAILS) <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />2x <br />DRrFT SIP <br />2x4 PT NOTCHED INTO <br />2x8 SYP DRYWALL STOP MUST <br />STRINGER AND TAPCONED <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 />FOR DRYWALL SPACING <br />SECTION VIEW <br />V-0.1 <br />SCALE: <br />MALL <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />SYP CUT TO FIT <br />ARS IN WALL <br />—2x12 SYP <br />BEARS IN WALL B <br />Itr <br />-2x6 SYP <br />1>< <br />NG <br />ING <br />2x4 SYP BLOCK <br />FOR STRAP W/ <br />2x4 PT NOTCHED INTO STRINGER (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 />(I EW "All SECTION VIEW 111311 <br />SCALE: 11"= V-0" SCALE: 1 V-10"' <br />iALIGN THIS STUD WITH FACE OF 2nd RISER <br />X <br />SCAB 2x4 GLUED AND NAILED (EACH <br />2x12 SYP <br />SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />—3/4" RISER CUT TO FIT -STRINGER <br />MAINTAIN BETWEEN <br />AND J" GAP TOP AND <br />BOTTOM, GLUED AND <br />2x4 BEHIND RISER <br />NAILED TO STRINGER <br />BLOCKING FOR <br />-lx4 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 />r-2x4 PT UNDER 2x12 ROVIDE MOISTURE <br />R JDESTURE <br />OVI M01 <br />PROTECTION <br />TT PO TS <br />ATT <br />LACH ALL COMPONENTS <br />I C W , X <br />OF STAIR TO CONC. W/ X <br />T PCO M� 0 C <br />2 J" TAPCONS @ MAX. 32" O.C. <br />I " r 1 1 jr:� M <br />, _ A <br />1x4 GLUED AND <br />—ATTACH ALL COMPONENTS <br />NAILED TO STRINGER <br />OF STAIR TO CONC. W/ J" X <br />2 -1" TAPCONS @ MAX. 32" 0. C. <br />4 <br />G-1 <br />TOP OF <br />STRINGER <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />��STOP <br />__�_2xEl SYP DRYWALL STOP <br />MUSTNOTTOUCH <br />STRINGERS <br />E2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 'EACH <br />OR LSC <br />A <br />t2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />I PT NOTCHED INTO STRINGER (14) 1 Od x 1 112" <br />D NAILED TO FLOOR WITH GLU <br />NAILS) <br />STRINGER CONTACT POINTS <br />SECTION VIEW "ID" SECTION VIEW "Ell <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1 V-0" <br />PLYWOOD <br />—2x SYP CUT TO FIT <br />BEARS IN WALL <br />_--2xl2 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1"= 4. <br />ER <br />IED <br />,ILED <br />SECTION D-D <br />SCALE: 1 V-0'; <br />-3/4 PLYWOOD <br />ON DECK <br />—2x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />2x4 DRAFT <br />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE ­ <br />AT STRINGER CONTACT <br />POINTS <br />Al <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 1 Od x 1 1/2" <br />NAILS) <br />'f2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />Lix4/GLUED AND NAILED TO STRINGER <br />fIOR DRYWALL SPACING <br />H <br />E %SECTION VIEW <br />SCALE: 1,-o', <br />2. <br />SCALE: 1 V-0" <br />-3/4 PLYWOOE <br />ON DECK <br />--2x8 SYP GL� <br />AND NAILE1 <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />C <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 <br />SCALE: 1 V-01. <br />FLOOR TRUSS OR CONN. TO <br />GIRDER, FIELD VERIFY OF NEWEL <br />PER CONT <br />(2) LAYER EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 J"X16" LVIL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "Gll <br />SCALE: 1" V-10" <br />SE <br />CTION VIEW <br />SCALE: 1'-0" <br />PROVIDE SOLID BLOCKING <br />BELOWALL NEWEL POST <br />FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED ANC <br />NAILED TO JOIST. <br />NEWEL POST <br />BLOCKING <br />:L POST LET INTO <br />ILOCK <br />IDE <br />KING <br />STAIR CONSTRUCTION DETAILS <br />(IF lIX17 REDUCE SCALE.5) SCALE: AS NOTED <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />SCALE: 1 V-101" <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 />kRING WALL BELOW <br />'WALL JOINT <br />YWALL TO <br />/ER JOISTS) <br />H—N,, <br />2X STRING�R <br />2x BdOCKING <br />F <br />SIMPSON MTS12 / <br />(114) 1 Od x 1 1/2" Al L S <br />2 DOR <br />3Z <br />2X BL05KING <br />RISiT <br />VARIES-,,,, <br />cl!: <br />SECTION VIEW "H11 <br />SCALE: 1 V-10" <br />43- C--ce) <br />C-1 <br />cz <br />co <br />C- <br />W 0 CC <br />7 <br />W <br />Z_ <br />�c <br />Jz <br />n <br />A <br />...... <br />CQ <br />ZZ <br />L 0 <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />co <br />5 <br />C, 6.. z <br />0 <br />- <br />�� �, -,, § . <br />0) <br />UO) <br />a-- <br />r <br />W LL ILL 0 <br />- z <br />Z <br />_j <br />=- <br />C:: ;7, .0 <br />M 8 R <br />� (-� G M ui <br />W <br />W <br />0,iB r- ;; - 1 <br />8 r. a) <br />1 r- �; <br />Z <br />6 <br />co & z 0 <br />u) 0 <br />C 0 <br />1 < <br />z <br />W <br />0 <br />< <br />C1 <br />QXQ) <br />u_ <br />4 <br />U <br />0 <br />V) <br />V) <br />x <br />numb, <br />= E <br />8 <br />0 <br />CID <br />E <br />0 <br />E Y <br />C', <br />z <br />It <br />z 9 <br />F2 <br />z <br />__j <br />W <br />o< <br />C, <br />4100 <br />> <br />T <br />M <br />1­1 <br />lqj- <br />CN <br />0 <br />F- <br />C111i <br />CNJ <br />C-� <br />M <br />cN <br />LL <br />CN <br />LO <br />N <br />CL <br />0*4 <br />1 <br />IT— <br />E <br />50 <br />Cn -2 <br />C0 <br />c) <br />CN <br />Ina <br />00 <br />-r <br />4­0 <br />C%4 <br />0 <br />(0 <br />LO <br />:t—__ <br />C? co <br />Lo <br />—0 <br />00 04 <br />C:) <br />C> <br />=? <br />-0 <br />CN <br />04 <br />M <br />Lo <br />to <br />oc::� <br />C� <br />co <br />CV) <br />E <br />41 <br />r--,.. <br />C <br />co <br />�j <br />0 <br />M <br />z <br />:3 <br />E r- <br />2 <br />E . . <br />0 16 <br />'a <br />'a <br />< <br />C <br />a) <br />_j <br />JOB <br />NO: 23-05747-05752 <br />SCALE <br />AS NOTED <br />SHEET NO. <br />ST <br />