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El <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 />13/4 x 11— <br />j VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 UNDER STRINGER GLUED A <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTCH-"' <br />II4�INTO STRINGER <br />D <br />H <br />_-j BLOCKING FOR STRAP <br />L-4x4 bloddirig <br />20" FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD (USP <br />MTW12) <br />PLAN VI EW <br />SCALE- T- = 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 />r%3r%r' Aklr% M11 INLII 1111,11r�rNMRAIIA�r1rNM <br />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN k <br />AND ? GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />2x4 PT NOTCHED INTO I <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE-ArT <br />STRINGER CONTACT <br />POINTS <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />I Y-2x8 SYP DRYWALL STOP MUST <br />YNOT TOUCH STRINGERS <br />,2'x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />4x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />SECTION VIEW <br />SCALE: ? = v-0" <br />STRINGER MUST MAKE F1 <br />CONTACT WITH LANDING <br />JOIST <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />D D WALL GLUED TO <br />1 1 2x8 <br />SYP <br />2x8 SYP <br />2x8 <br />SYP <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 r <br />�, <br />AND ? GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />Z341� <br />BLOCKING FOR <br />1x4 GLUED AND NAILED TO STRINGER <br />STRAP GLUED TO <br />2x4 DRAFT <br />RISER AND TREAD <br />STOP <br />8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />:) IT <br />SYP CUT TO FIT <br />BEARS IN WALL <br />------2xl 2 SYP <br />B <br />A�j <br />BEARZIN WALL <br />oo <br />BLOCKING FOR 2x12 <br />I <br />11 <br />4 PT UNDER 2x12 <br />'--2x6 SYP <br />ROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />K4 SYP BLOCKING <br />OF STAIR TO CONC. W1 k X <br />2x4 PT NOTCHED INTO STRINGER <br />FOR STRAP <br />(USP MTW12) BEHIND <br />2 1" TAPCONS @ MAX. 32" O.C. <br />AND NAILED TO FLOOR WITH GLUE <br />RISER <br />CH ALL COMPONENTS <br />1x4 GLUED AND <br />AT STRINGER CONTACT POINTS <br />OF STAIR TO CONC. W/ k X <br />NAILED TO STRINGER <br />2 t'TAPCONS @ MAX. 32" O.C. <br />Nv. SECTION VIEW "All <br />SCALE: 1"= V-101" <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />14 <br />2X4 PT NOTCHED INTO STRINGER <br />X<X�/ AND NAILED TO FLOOR WITH GLU <br />13.A PHT M1 1/ AT STRINGER CONTACT POINTS <br />DOES NOT BEAR IN <br />WALL <br />SECTION VIEW "D11 <br />SCALE: 1"= 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 />------2xl 2 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1"= V-0" <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 2xl 2 <br />STOP TREAD <br />GLUED <br />AND <br />2x4 PT NOTCHED INTO I <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUELAT <br />STRINGER CONTACT <br />POINTS <br />SCALE: 1"= V-0" <br />8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />L W 'GLUED AND NAILED TO STRINGER <br />Y <br />2R DRYWALL SPACING <br />SECTION VIEW "Bit <br />SCALE: 1" = V-0N <br />-ALIGN THIS STUD WITH FACE OF 2nd RISER <br />2x4 SYP <br />BLOCKING <br />STRAP(UE <br />MTW12) <br />SECTION VIEW "Ell <br />SCALE: 1"= V-0" <br />SECTION VIEW <br />SCALE: k = Fo. <br />-3/4 PLYWOOD <br />ON DECK <br />--2x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />-2x4 DRAFT <br />STOP <br />- 1x4 GLUED AND NAILED TO STRINGER <br />2X4 DRAFT <br />STOP <br />-2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERS <br />2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />SECTION VIEW licit <br />SCALE: 1"= V-0" <br />TOP OF <br />STRINGER <br />CONN. TO BOTTOM NEWEL POST LET INTO <br />OF NEWEL POST THE BLOCK <br />PER CONTRACTOR <br />PROVIDE <br />BLOCKING <br />><I, <br />F-1 '---2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />FLOOR GIRDER PROVIDE SOLID BLOCKING (GLUED AND NAILED) <br />0 BELOW ALL NEWEL POST <br />2X4 CUT ON OR 1 jx 16"VL <br />BEVEL GLUED FROM JOIST TO JOIST. USE <br />AND NAILED TO 2 X 12 BLOCKS, GLUED AND FLOOR <br />LVL NAILED TO JOIST. TRUSSES <br />NEWEL POST <br />SECTION VIEW "Gil BLOCKING <br />2X4 CUT ON <br />BEVEL GLUE <br />AND NAILED <br />LVL <br />SCALE: 1"= V-0" <br />po� '11W1191 <br />FLOOR <br />G.T. OF <br />1 3/4x <br />16" LVL <br />SCALE: 1"= V-0" <br />DRYWALL JOINT <br />(DRYWALL TO <br />COVER JOISTS) <br />-2X4 STUD NAILED AND <br />GLUED TO TOP PLATE <br />2X4 CUT INTO RIM BAND, <br />GLUED AND NAILED TO <br />BEARING WALL BELOW <br />DRYWALL JOINT <br />(DRYWALL TO <br />COVER JOISTS) <br />SYP 2X <br />BEAM <br />BEARING USP <br />2x8 IN WALL <br />SYP <br />GLUE[ <br />AND <br />NAILED <br />TO <br />FRAMAG <br />C <br />NOTE: 2x8 <br />D FR <br />YWALL STOP <br />NOTSHOWN SECTION VIEW <br />SCALE: � = 1 -0. <br />STAIR CONSTRUCTION DETAILS <br />(IF 1 1X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SECTION VIEW "H11. <br />SCALE: 1"= V-0" <br />(D <br />Z <br />—8 <br />z <br />Z <br />< <br />gRIM <br />z <br />V) (D <br />LU <br />LU <br />0 <br />Ul) M <br />E <br />0 <br />W <br />cn <br />Lo <br />LU <br />I0 <br />121 M CC,,), <br />0 <br />2M : 2 CC` <br />D <br />C) <br />C, <br />:5 LL 2 <br />0 M <br />.32 P <br />CO CL C) <br />0) <br />LO �< <br />Al <br />11 C,11,D,C <br />I <br />P.- <br />co <br />1AZ M.--. "Z <br />0 <br />1W 4@F <br />C11 al <br />L-L <br />K: SO <br />z 0 V) C) q <br />a 4 < <br />0 <br />:1 r C', Z) <br />M <br />M <br />z 0) T v <br />IL Ul It R cli <br />M <br />Cbj <br />0 <br />E] 13 <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />Z r-4 <br />0 a) r-, <br />4-j C) <br />15 40 <br />> U) M <br />M p <br />N <br />< <br />z <br />a- <br />V) 6, <br />0 Ln <br />0� L u- <br />U, <br />CL 00 <br />z <br />z § E <br />z <br />Uj C:) <br />I C:) <br />W <br />z g <br />,Z86 <br />116 <br />8111 <br />W <br />01f 8 <br />W!i <br />8 bi <br />Z Z <br />Lr) <br />C/3 <br />Q <br />8 <br />z <br />C) <br />N <br />Lr) <br />< <br />F— <br />8 <br />0 <br />r*4 <br />LU <br />b <br />U <br />o <br />z <br />uj <br />4 <br />Lu <br />ZO <br />v <br />2,22 <br />� -O?e <br />LL <br />z <br />Z <br />r*4 <br />Ln <br />DEZO <br />Z-. � <br />W <br />LLI <br />x <br />< <br />di <br />z <br />5 <br />E2 t2 <br />�15 t5 <br />co <br />tD <br />ZZ <br />t7u <br />=&Z <br />cyvi <br />V) Z <br />0 <br />0 <br />z <br />rn <br />V-4 <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: ERAND <br />VERSION NO 10 <br />SHEET NO. <br />ST <br />