Laserfiche WebLink
Wu i� d&QL 1. L —A--i <br />JILL�l L. I I kii-1111, —, A <br />r- <br />-R <br />�0- <br />C14 <br />!2 <br />I <br />C*4 <br />rl") <br />t2 <br />VT <br />:19 <br />C:) <br />C) <br />t2 <br />�2 <br />LO <br />t2 <br />I <br />PO <br />C14 <br />4;� <br />C14 <br />to <br />CN <br />F- <br />0 <br />=3 <br />Cr <br />V) <br />Q <br />t2 <br />�2 <br />LO <br />t2 <br />C14 <br />�2 <br />6 <br />7- <br />V) <br />49 <br />-0 <br />> <br />4� <br />C14 <br />C:> <br />C14 <br />E <br />1.2 <br />co <br />E <br />0 <br />0 <br />9 <br />LZ <br />C14 <br />rl> <br />C14 <br />C> <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 />13/4x 11 <br />JVL <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 />INTO STRINGER <br />k — L— D <br />H <br />-.--2x8 BLOCKING 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: 1 1-0.. <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 GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS�' <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 w/ (14) 10d x 1 <br />BOTTOM, GLUED AND 1/2" NAILS) <br />NAILED TO STRINGER <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />2xi <br />D FTS P <br />2X4 PT NOTCHED INTO <br />X8 SYP DRYWALL STOP MUST <br />STRINGER AND TAPCONED <br />INTO FLOOR NTH GLU NOT TOUCH STRINGERS <br />AT STRINGER CONTACT 2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS x4 GI I IFn AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />SECTION VIEW <br />SCALE: <br />JOIST <br />SYP <br />2x8 SYP <br />STRINGER MUST MAKE FUL <br />CONTACT WITH LANDING <br />SIMPSON A35 OR <br />LSC EACH <br />STRINGER <br />L <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />------- - --------- <br />TZ7, <br />—2x SYP CUT TO FIT <br />BEARS IN WALL <br />---2xl 2 SYP <br />BEARS IN WALLI B <br />----2x6 SYP C>< <br />2x4 SYP BLOCKING\ <br />FOR STRAP <br />2x4 PT NOTCHED INTO STRINGER--\- <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 />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F <br />Z� <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />—3/4" RISER CUT TO FIT STRINGER <br />1-17 <br />MAINTAIN BETWEEN T' _;�11 , /7�, <br />AND J" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RIS9R <br />BLOCKING FOR <br />,,--1x4 GLUED AND NAILED TO STRINGER STRAP GLUED Tb <br />2x4 DRAFT RISER AND TREAD <br />STOP <br />,,,�-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />--�-2x4 BLOCKING FOR 2x12 <br />x4 PT UNDER 2x12 ROVIDE MOISTURE <br />ROVIDE MOISTURE/ <br />PROTECTION <br />TT TS <br />LZt <br />ATTACH ALL COMPONENTS <br />�S I W . X <br />OF STAIR TO CONC. W/ J" X <br />i T PCO M '0 C <br />2 t'TAPCONS @ MAX. 32" O.C. <br />\—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ T'X NAILED TO STRINGER <br />2 TAPCONS @ MAX. 32" O.C. <br />SECTION VIEW "All SECTION VIEW 111311 <br />11.=11 , <br />SCALE: 1 V-0" -01, <br />SCALE: <br />2x8 STRINGER MUST MAKE TLIGN THIS STUD WITH FACE OF 2nd RISER <br />SYP FULL CONTACT WITH LANDING <br />61. <br />SIMPSON A33:5 !O�R��ZZ <br />ZZ <br />LSC EACH <br />STRINGER <br />2x4 CUT ON BEVEL_ <br />DOES NOT BEAR IN <br />WALL <br />G-1 <br />1�-, <br />TOP OF <br />STRINGER <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />��S! T 0 P <br />2x8 SYP DRYWALL STOP <br />"--�-MUST NOT TOUCH <br />2x SYP CUT TO FIT STRINGERS <br />G <br />BEARS IN WALL <br />2x12 SYP BEAR,' <br />I 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />IN WALL <br />OR LSC EACH <br />ftRA 2x4 PT UNDER 2x12 <br />2x6 SYP <br />2X4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 W/ <br />2X4 PT NOTCHED INTO STRINGER <br />(14) 1 Od x 1 1/2" <br />AND NAILED TO FLOOR WITH GLU <br />NAILS) <br />AT STRINGER CONTACT POINTS <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 />--2xl2 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" V-10" <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 <br />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAILEE <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE —- <br />AT STRINGER CONTACT <br />POINTS <br />SCALE: 1 V-0" <br />'/-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />LIX4/GLUED AND NAILED TO STRINGER <br />r-'OR DRYWALL SPACING <br />H <br />SECTION VIEW "Ell <br />SECTION VIEW <br />SCALE: .1" -01, <br />2 <br />SCALE: 1 V-10" <br />-3/4 PLYWOOE <br />ON DECK <br />',�x8 SYP GLI <br />AND NAILE1 <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />NOTE: 2x8 <br />DRYWALLSTOP <br />NOTSHOWN <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 />V/ <br />(2) LAYER EDGE GOLD <br />OPTION: 2X4 CUT ON OSB OR PLYWOOD <br />BEVEL GLUED AND <br />:) T OR 1 j"X16*' LVIL <br />NAILED TO SUPPORT <br />ATTACHED W/ 12d NAILS <br />W/ SIMPSON H3 <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G11- <br />SCALE: 1 1 <br />SECTION VIEW <br />SCALE: v-0,; <br />El <br />PROVIDE SOLID BLOCKING <br />BELOW ALL NEWEL POST <br />FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS <br />GLUED AND <br />NAILED TO JOIST. <br />NEWEL <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 1 IX1 7 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 />ID NAILED TO <br />WALL BELOW <br />1 POST LET INTO <br />;LOCK <br />IDE <br />KING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />JOINT <br />-TO <br />)ISTS) <br />2X STRING6 <br />2X BdOCKING <br />4 <br />PSON MTSJ2 W/ <br />I Od x 1 1/2" AIL <br />2 D OR 2X BLO5,KING <br />3Z <br />RlSt5e <br />VARIE&4 <br />ECTION VIEW 111-111 <br />SCALE: 1 T-011 <br />LU <br />CD <br />cc CJ Vj <br />C14 <br />W C= <br />.t CL. <br />r <br />lap, = -ei <br />0: U-F <br />C cc <br />C14 <br />C�l <br />C14 <br />0 L E �V <br />% ko <br />Cj <br />Cj <br />Z : No so <br />STA TE OF 441 <br />0 4tl <br />'S. Z <br />.-* N"41 <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 seal is only for <br />the structural engineedng portions of the drawing pages bearing <br />Engineers signature and seal. <br />E S os <br />0 08 R <br />CR C� <br />0 <br />0 COOD <br />0) rL V L-� <br />0 <br />U- <br />0 LL - fe z <br />r- ;; 8 8 <br />3 212 M cS o� 0 <br />0: :S:C, C� ca Lu <br />:3 M <br />0 2 <br />U) z <br />Co z 0 W <br />U3 <br />IL <br />04 <br />0 6 11. 1 <br />z <br />W <br />co <br />(nul <br />a) - <br />u. <br />4-J <br />'S <br />r-, :1 <br />— 2 <br />0 L. g <br />V) cil C-4 <br />V) =3 <br />co <br />6 <br />E <br />as <br />.1 <br />0 <br />C13 <br />0 <br />F. <br />z <br />< <br />E <br />. <br />z - <br />, <br />0 <br />, -, <br />iR <br />0 <br />a <br />ea <br />C1 <br />E <br />3 0 <br />U 0 <br />0< <br />z8 <br />C.0 <br />CO fu <br />C <br />0, <br />'0 <br />1, <br />0� <br />Z, <br />-0.1 <br />�z <br />z z <br />W <br />HN <br />CE <br />1� <br />C`3 <br />LU <br />85 <br />0 <br />00 <br />C%4 <br />cc <br />co <br />C'� <br />M <br />C) <br />r-- <br />U-) <br />60 <br />M <br />04 <br />0 <br />LO <br />.1� <br />CY) <br />LO <br />=? <br />N <br />(0 0 <br />(=> <br />(M <br />04 <br />< <br />U-) <br />E <br />0 <br />C <br />0 <br />E <br />A- <br />-�-; <br />0 0 'a <br />0 < <br />- <br />JOB <br />NO: 23-13125-13130 <br />SCALE AS NOTED <br />SHEE7 NO. <br />ST <br />