Laserfiche WebLink
3 <br />v <br />w <br />M <br /><D <br />n <br />m <br />to <br />r <br />v4) <br />0 <br />J <br />L0 <br />N <br />rn <br />0 <br />3 <br />6 <br />N <br />N <br />F� <br />a <br />0 <br />L <br />c <br />aci <br />i <br />a <br />0 <br />v <br />0 <br />J <br />a� <br />t� <br />N <br />N <br />iu <br />c <br />0 <br />a <br />N <br />N <br />4 <br />d <br />z <br />S <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 />1 314 x 11. <br />j VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 UNDER STRINGER GLUED P <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTCH-, <br />INTO STRINGER <br />H D <br />i-2x8 BLOCKING FOR STRAP <br />JOIST <br />alii� <br />SYP <br />2x8 SYP <br />2x8 <br />SYP <br />STRINGER MUST MAKE FULL / <br />CONTACT WITH LANDING <br />SIMPSON A35 OR / <br />LSC EACH <br />STRINGER <br />1 <br />i <br />J_A <br />'__1 <br />ALIGN THIS STUD WITH <br />r FACE OF 2ND RISER <br />,_TT <br />I I i T ` \ \ / <br />—2x SYP CUT TO FIT 1 ' <br />BEARS IN WALL I <br />--- --2x12 SYP <br />BEARS IN WALL I <br />'---2x6 SYP 1 <br />2x4 SYP BLOCKING <br />2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / <br />AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" <br />/ \ NAILS) <br />/ <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />SECTION VIEW "A" SECTION VIEW "B" <br />SCALE: 1" = T-0" SCALE: 1" = 1'-0" <br />STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER <br />FULL CONTACT WITH LANDING <br />—3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN J" <br />AND �' GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />-1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />SYRINGE FSIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />/ 2x4 DRAFT RISER AND TREAD % <br />'STOP / 7/ / / <br />2x8 SYP NOT TOUCDRYWALL MUST <br />RINGERS / <br />I <br />-- -2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 cr <br />I <br />ROVIDE MOISTURE I <br />\ PROTECTION <br />L?ATTACH ALL COMPONENTS <br />STAIR TO CONC. W/ J" XTAPCONS @ 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 />TOP OF <br />STRINGER <br />1x4 GLUED AND NAILED TO STRINGER <br />�S! <br />x4 DRAFT <br />TOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />1 2x SYP CUT TO FIT ' STRINGERS G <br />1 BEARS IN WALL <br />I 2x12 SYP BEAR,';I I <br />\ <br />'— IN WALL ' 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />2x6 SYP <br />1x4 blocking <br />2x4 SYP BLOCKING <br />SIMPSON MSTA21 w/ (16) 10d NAILS E <br />SIMPSON A35 OR <br />\ <br />FOR STRAP / <br />FLAT STRAP NAILED TO RISER AND <br />LSC EACH <br />(SIMPSON MTS12 w/ <br />THEN WRAPPED AROUND STUD - <br />STRINGER <br />2x4 PT NOTCHED INTO STRINGER <br />(14)10d x 1 1/2" <br />AND NAILED TO FLOOR WITH GLU <br />\ <br />NAILS) <br />PLAN VIEW <br />2x4 CUT ON BEVEL <br />AT STRINGER CONTACT POINTS <br />DOES NOT BEAR IN <br />SCALE: " = 1'-0" <br />WALL <br />SECTION <br />VIEW "D" <br />SECTION <br />VIEW "E" <br />SCALE: 1" = 1'-0" <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED <br />" PLYWOOD <br />E <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <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 />2x <br />' DRAFT STrP <br />2x4 PT NOTCHED INTO \ 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 / \ _ 1x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: 4" = 1'-0" <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />----2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />2x4 GLUED <br />AND NAILED <br />SECTION D—D <br />SCALE: 1" = 1'-0" <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 />I <br />I <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED` <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />f2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />LALUED AND NAILED TO STRINGER <br />\ .KOR DRYWALL SPACING <br />H <br />NOTE: 2x8 ' <br />\ DRYWALL STOP / <br />NOT SHOWN <br />E SECTION VIEW STAIR CONSTRUCTION DETAILS <br />SCALE: 4" = 1'-0" (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />\ FLOOR TRUSS OR CONN. TO BOTTOM <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />PER CONTRACTOR <br />\ j <br />I <br />STRINGER <br />tj <br />OPTION: 2X4 CUT ON (2) LAYER J" EDGE GOLD <br />OSB OR PLYWOOD <br />BEVEL GLUED AND <br />NAILED TO SUPPORT OR 1"X16" LVL <br />W/ SIMPSON H3 ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />PROVIDE SOLID BLOCKING <br />BELOW ALL NEWEL POST <br />FROM JOIST TO JOIST. USE bEd <br />2 X 12 BLOCKS, GLUED AND <br />NAILED TO JOIST. <br />NEWEL POST <br />BLOCKING <br />F SECTION VIEW <br />SCALE: J, = 1'-0" <br />SCALE: 1" = 1'-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />4TO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <br />NEWEL POST LET INTO <br />THE BLOCK <br />PROVIDE <br />BLOCKING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />TRUSSES <br />JOINT <br />-TO <br />)ISTS) <br />H <br />/ 2X STRING�R <br />2X BI1OCKING <br />PSON MTSJ2 w/ ' <br />10d x 1 1/2"AILS <br />\2-ND OR AD 2X 131_05 PING <br />RIStAR <br />VARIES-,4,.- <br />ECTION VIEW "I-1" <br />SCALE: 1" = 1'-0" <br />N <br />N <br />N <br />AC <br />W <br />C2 <br />ai o <br />C 10 Li N <br />N C IL Cl- <br />CD L <br />Q 4— CV <br />Y <br />c <br />c <br />3 3 M <br />N � � <br />c E <br />6 <br />a <br />C+M <br />0 <br />N <br />N <br />. <br />n, a J(` r, ^^' <br />` <br />. Y, <br />*`• \' <br />\ <br />ft i.... T <br />�. i �l, FyCh <br />J*jj3 CIA' <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 />- <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 />Q <br />E <br />U <br />N N C1 <br />N <br />W W <br />Z <br />�LLLL a <br />Vic- a <br />t m <br />R <br />N� <br />t a o <br />W <br />Z <br />LLW <br />m <br />co <br />Co <br />N Z Q— <br />M <br />z <br />N <br />U O9 <br />00 <br />z " <br />o <br />zCD <br />� <br />Z o <br />Q <br />J <br />U) <br />) <br />n_ In <br />z <br />o <br />GA <br />W <br />u <br />0 <br />O <br />w s <br />V1 <br />c <br />�N <br />� <br />,,, <br />x <br />U o i3 <br />• <br />cli <br />o <br />z <br />Z <br />o <br />_0 <br />Z. <br />Z® <br />E <br />E: CJ <br />�z <br />oa <br />�_ ro <br />o <br />0z <br />0 < <br />00 <br />0< <br />Z <br />L <br />Z <br />� <br />:n <br />C <br />Q a <br />Q <br />s <br />0 <br />Zm� <br />N�aw <br />8 3 <br />�w <br />gz <br />a <br />W <br />T 3 <br />pip <br />.o <br />� W <br />�K <br />z <br />N z <br />WIO <br />KQ <br />NJ <br />w� <br />'0.o <br />3 <br />�C:) <br />J <br />0 <br />rn <br />m <br />0 <br />� <br />N <br />co Lf) <br />N <br />''` <br />:3 CV <br />CO <br />N <br />Cr <br />/1 <br />L.L <br />v <br />(%� 2 <br />V / <br />;, <br />N <br />m <br />v <br />L0 <br />O <br />Y <br />O <br />Cfl <br />cc N <br />m N <br />LO <br />T <br />Q <br />O <br />T <br />0 <br />M <br />fit,N <br />N <br />d <br />o <br />Z <br />z <br />:3 <br />E <br />E <br />N <br />occ <br />c <br />c <br />� <br />a <br />U _ <br />¢ a <br />JOB <br />NO: <br />23-04653 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />