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QZ <br />:R <br />IC, <br />E <br />C14 <br />LO <br />LO <br />ED <br />ID <br />Z. <br />!4! <br />(0 <br />LO <br />3r- <br />P4_ <br />E <br />(n <br />eL: <br />CL <br />C14 <br />CD <br />6- <br />ALL STAIR STRINGERS <br />AND TREADS TO BE <br />#2 SYP (MIN.) <br />THREADS, RISERS, AND <br />3/4" PLYWOOD NOT <br />SHOWN IN DETAIL FOR <br />CLARITY <br />ALL WOOD TO WOOD <br />CONNECTIONS TO BE <br />GLUED (PL 200) AND <br />NAILED (MIN. (2)16d). <br />1 3/4 x 11 <br />j VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 UNDER STRINGER GLUED AN <br />NAILED TO LANDING BLOCKING <br />D <br />i <br />2x4 PT NOTC <br />INTO STRIIS <br />IGER <br />D <br />H <br />-,--2x8 BLOCKING FOR STRAP <br />L-1x4 blocking <br />SIMPSON MSTA21 W/ (16) 10d NAILS <br />Y ^E _'t, <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD <br />PLAN VIEW <br />SCALE: T" 1 '4' <br />E: <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 />r-^r'l It'll C%r- A k 1r% Ml 11KI 1K lr'^r'IR A A 'r1r%K1 <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 />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />-LI WX8 SYP DRYWALL STOP MUST <br />L/NOT TOUCH STRINGERS <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />Y^H SECTION VIEW <br />SCALE: v-0,; <br />JOIST <br />MIMED <br />SYP <br />2x8 SYP <br />2x8 <br />SYP <br />STRINGER MUST MAKE F1 <br />CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />SE <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />2x4 CUT ON BEVEL - <br />DOES NOT BEAR IN <br />WALL <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />------2xl2 SYP <br />BEARS IN WALL <br />'--2x6 SYP <br />2x12 SYP <br />SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD NTH <br />STRINGER <br />-SIDE) TO BOTTOM EDGE OF 2x12 <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT <br />STRINGER <br />MAINTAIN BETWEEN -1' <br />J'GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />A <br />10 <br />2x4 BEHIND RISER <br />/ /I // / <br />BLOCKING FOR <br />1 x4 GLUED AND NAILED TO STRINGER <br />STRAP GLUED TO <br />—2x4 DRAFT <br />RISER AND TREAD <br />STOP <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />­7 <br />2x4 SYP BLOCKING <br />2x4 PT NOTCHED INTO STRINGER\--')v—/ FOR STRAP <br />AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ <br />0 4) 1 Od x 1 1/2" <br />AT STRINGER CONTACT POINTS <br />NAILS) <br />�1� <br />CTION VIEW "All <br />SECTION VIEW '11311 <br />SCALE: 1 V-0" SCALE: 1 V-0" <br />GN THIS STUD WITH FACE OF 2nd RISER <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />I <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />-2x4 BLOCKING FOR 2x12 <br />-2x4 PT UNDER 2x12 C <br />PROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />0 DD EE M IREE <br />_U <br />'T <br />IS <br />'I <br />'1' 0 <br />V <br />0 <br />OTECTION <br />EA )iNEN S <br />OF STAIR TO CONC. W/ J" X <br />X. " O.0 <br />2 TAPCONS @ MAX. 32" O.C. <br />ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ J" x NAILED TO STRINGER <br />2 TAPCONS @ MAX. 32" O.C. <br />GA <br />TOP OF <br />STRINGER <br />STRINGERS <br />G--6: <br />E SIMPSON AL35 <br />2x4 BLOCKING FOR 2X12 <br />_H <br />OR LSC EACH <br />2x4 PT UNDER 2x12 <br />STRINGER- <br />2x4 SYP BLO <br />OPTION: 2X4 CUT ON <br />FOR STRAP <br />BEVEL GLUED AND <br />(SIMPSON MTS12 w/ <br />2x4 PT NOTCHED INTO STRINGER NAILED TO SUPPORT <br />0 4) 1 Od x 1 1/2" <br />AND NAILED TO FLOOR WITH GLU W/ SIMPSON H3 <br />NAILS) <br />AT STRINGER CONTACT POINTS <br />SECTION VIEW "D11 <br />SCALE: I"= V-0" <br />FILLER STRIPS ADDED 'PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />---2x SYP CUT TO FIT <br />BEARS IN WALL <br />x12 SYP <br />0 4t+�IEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1 V-0" <br />RINGER <br />2x4 GLUED <br />AND NAILED <br />SECTION D—D <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 />SCALE: V= V-0" <br />'t2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />LX4`GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />E SE <br />SECTION VIEW "Ell <br />SCALE: I"= V-011 <br />CTION VIEW <br />SCALE: 4.1 = T-01. <br />-3/4 PLYWOOE <br />ON DECK <br />--2x8 SYP GLI <br />AND NAILEI <br />FRAMING <br />2x4l DRAFT <br />STOP <br />2x4 BLOCKING <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <br />11CIII <br />SECTION VIEW <br />SCALE: 1 V-011 <br />FLOOR TRUSS OR CONN. TO <br />GIRDER, FIELD VERIFY OF NEWEL <br />(2) LAYER EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 J"X 16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G11 <br />SCALE: V= V-0" <br />SECTION VIEW <br />SCALE: J" = v-0,; <br />PER CONTI <br />PROVIDE SOLID BLOCKING <br />BELOW ALL NEWEL POST <br />FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED ANC <br />NAILED TO JOIST. <br />:L POST LET INTO <br />ILOCK <br />IDE <br />KING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />NEWEL POST <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE.5) SCALE: AS NOTED <br />SCALE: 1 V-0" <br />JOINT <br />-TO <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 />2X STRING�R <br />2X B CKING <br />0 <br />PSON MTS 2 w/ <br />10d x 1 1/2" NAILS <br />0 <br />D R <br />3 <br />2X BLOC�NG <br />S <br />R%IR <br />VARIES <br />ECTION VIEW '11-111 <br />SCALE: 1 V-0"' <br />01) <br />Cli <br />% <br />ce) <br />C2 zrz C= <br />0" <br />to C-1 C*4 <br />LL- C3- <br />C-A <br />9= <br />C3- <br />S <br />0 �Yv <br />,V) .. <br />0 <br />111"10 <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 7th Edition, Enginser's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Enginear's signature and seal. <br />M�� 0 <br />W <br />C, <br />S <br />0 <br />8 <br />N C, 40 <br />., _-, 7! 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'6 <br />co t <br />= <br />� 0 <br />. <br />co M <br />C <br />z <br />z <br />CID <br />8 <br />W <br />C41 <br />A <br />v <br />ox <br />'0 <br />U5 <br />C) <br />2 <br />LO <br />LO <br />cc <br />< <br />M <br />co <br />j C) <br />C) <br />M <br />U) <br />CN <br />M <br />4-J <br />LO <br /><1 <br />*-j <br />0 12 <br />0) <br />U') <br />.0 co co <br />(D <br />C) <br />0) <br />r-_ <br />CN <br />-0 IRt 0 <br />U-) <br />L0 <br />< LO <br />E <br />ce) T_ <br />LO <br />6 <br />z <br />C <br />E T_ <br />E <br />ig <br />(L <br />0 <br />I < <br />JOB <br />NO: 23-06142 <br />SCALE: AS NOTED <br />SHEET NO. <br />ST <br />v <br />LLJ <br />