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T <br />LO <br />C14 <br />Cr <br />C14 <br />E <br />$14 <br />00 <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 />JVL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 UNDER STRINGER GLUEDP <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTCH---,, <br />D <br />-.--2x8 BLO <br />INTO STRINGER <br />6H <br />CKING FOR STRAP <br />L-1x4 blocking <br />SIMPSON MSTA21 w/ (16) 10d NAILS <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD <br />PLAN VIEW <br />SCALE-.T"=V-0�' <br />74 <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-,,,,z <br />3/4" RISER CUT TO FIT <br />2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" <br />FOR STRAP (SIMPSON P <br />AND 1/2" GAP TOP AND <br />MTS1 2 w/ (14) 1 Od x 1 <br />BOTTOM, GLUED AND <br />1/2" NAILS) <br />NAILED TO STRINGER <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />2x <br />DTFT S�P <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />'t2X8 SYP DRYWALL STOP MUST <br />INTO FLOOR NTH GLU <br />NOT TOUCH STRINGERS <br />L/ <br />AT STRINGER CONTACT <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS <br />1/ <br />x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />SECTION VIEW <br />SCALE: v-0,; <br />JOIST <br />FORNINES-61 <br />SYP <br />2x8 SYP <br />STRINGER MUST MAKE FUL <br />CONTACT WITH LANDING <br />L[\ <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />17z, <br />BEARS IN WALL <br />—2x SYP CUT TO FIT <br />_------2xl2 SYP <br />BEARS IN WALL <br />'-2x6 SYP <br />2x4 qYP BLOCKING\ <br />FOR STRAP <br />2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />AND NAILED TO FLOOR WITH GLUE <br />(14) 10d x 1 1/2" <br />AT STRINGER CONTACT POINTS <br />NAILS) <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />—3/4" RISER CUT TO FIT STRINGER <br />7, <br />MAINTAIN BETWEEN J" _-7, <br />AND J" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 13EHIND �ISER <br />BLOCKING FOR <br />,,--1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO <br />7 <br />2x4 DRAFT RISER AND TREAD <br />STOP <br />,�2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />--4-2x4 BLOCKING FOR 2x12 <br />x4 PT UNDER 2x12 C <br />OVI DE MOISTURE <br />CT <br />j <br />ROVIDE MOISTURE <br />-7 TT PROTECTION <br />PO S <br />LIATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ J" X <br />i T PCO M� .0 C <br />2 t'TAPCONS @ MAX. 32" O.C. <br />I.. r I <br />, I <br />\—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ J" X NAILED TO STRINGER <br />2 J" TAPCONS @ MAX. 32" O.C. <br />SECTION VIEW "All SECTION VIEW 111311 <br />= 11-7 <br />SCALE: 1 0 SCALE: 1 V-0" <br />2x8 STRINGER MUST MAKE TLIGN THIS STUD WITH FACE OF 2nd RISER <br />yp <br />S FULL CONTACT WITH LANDING <br />J12KI <br />-------------- <br />G-1 <br />'_1 <br />TOP OF <br />STRINGER <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />SYP DRYWALL STOP <br />__,,r2x8 <br />MUSTNOTTOUCH <br />2x SYP CUT TO FIT <br />I <br />STRINGERS <br />G -tE�� <br />BEARS IN WALL <br />2x12 SYP BEAR" <br />IN WALL <br />2x4 BLOCKING FOR 2x12 <br />SIMPSON A35 <br />j <br />[A <br />2x4 PT UNDER 2x12 <br />OR LSC EA�CH�< <br />STRINGER \< <br />2x6 Syp <br />SIMPSON A,35 OR <br />2X4 SYP BLOCKING <br />FOR STRAP <br />OPTION: 2X4 CUT ON <br />LSC EACH <br />BEVEL GLUED AND <br />STRINGER <br />2x4 PT NOTCHED INTO STRINGER <br />(SIMPSON MTS12 w/ <br />NAILED TO SUPPORT <br />AND NAILED TO FLOOR WITH GLU <br />(14) 10d x 1 1/2" <br />NAILS) <br />W/ SIMPSON H3 <br />CUT <br />2x4 CUT ON BtEEVEL <br />AT STRINGER CONTACT POINTS <br />DOES NOT BEAR IN <br />WALL <br />SECTION VIEW "ID" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1 V-01. <br />PLYWOOD <br />TEE4-2x SYP CUT TO FIT <br />BEARS IN WALL <br />_-------2xl 2 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />' <br />SCALE: 1 1'41 <br />NGER <br />3 <br />,LUED <br />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 <br />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAILEC <br />2X4 PT NOTCHED IN1 .0 <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />_W� <br />SCALE: 1 1'-O'� <br />H <br />2X4 SYP''BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />F (14) 1 Od x 1 1/2" <br />NAILS) <br />1012�110r( I MDRAFTSIFP I 1 11111 <br />'7'-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />x4/GLUED AND NAILED TO STRINGER <br />f'OR DRYWALL SPACING <br />H <br />SECTION VIEW "Ell <br />SECTION VIEW <br />SCALE: <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 <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <br />11C11 <br />SECTION VIEW <br />SCALE: 1 V-0" <br />FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO <br />GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK <br />CTOR <br />PER CONTRA <br />PROVIDE <br />BLOCKING <br />----2X8 BLOCKING <br />FOR NEWEL POST <br />I <br />7 TO ANCHOR TO. <br />j <br />b� (GLUED AND NAILED) <br />(2) LAYER EDGE GOLD PROVIDE SOLID BLOCKING <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />�>< <br />FROM JOIST TO JOIST. USE <br />OR 1 t'X16" LVL <br />2 X 12 BLOCKS, GLUED AND FLOOR <br />ATTACHED W/ 12d NAILS <br />NAILED TO JOIST. TRUSSES <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />NEWEL POST <br />SECTION VIEW "G11 <br />SCALE: 1 V-0" <br />SECTION VIEW <br />SCALE: 1 1-01, <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 1 1X1 7 REDUCE SCALE.5) SCALE: AS NOTED <br />SCALE: I"= T-10" <br />JOINT <br />LTO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />AD NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H <br />STRING�R <br />2X 1311OCKING <br />2X <br />PSON MTSJ2 W/ <br />1 Od x 1 1/2" AILS <br />OR <br />3Z <br />2X 131_05�ING <br />RISLIe <br />VARIES-�4,_. CE� <br />ECTION VIEW 111-111 <br />SCALE: I"= V-10" <br />Cn <br />C= <br />C" <br />C14 <br />C= <br />LU <br />2 <br />2:;z 9 <br />CX3 <br />>< <br />LL- CL <br />C, <br />E <br />C, <br />-;6 <br />CM <br />T <br />'a— <br />E <br />C5 <br />00 <br />.0. <br />ST-� <br />o <br />.... ...... <br />To the best of the Engineers knowledge, lnfo;7nation and belief, <br />the structural plans and specifications contained withln these <br />drawings comply with the 2020 Florida Building Code <br />- <br />Residential 7th Edition. Engineers signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />E 8 <br />5 cz, 6 9 <br />0 <br />a. 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