Laserfiche WebLink
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 />\d" <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 />2xl2 TREAD <br />GLUED AND <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCO2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLUNED NOT TOUCH STRINGERS <br />STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS 1x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: �' = 1'-0" <br />VVtiLL <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER <br />�\ MAINTAIN BETWEEN" _ <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 />2x4 DRAFT RISER AND TREAD / <br />STOP <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />3YP CUT TO FIT / <br />%RS IN WALL <br />2x12 SYP <br />BEARS IN WALL x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C,/ <br />2x6 SYP 1>< ROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />2x4 SYP BLOCKING OF STAIR TO CONC. W/a' X <br />/2x4 PT NOTCHED INTO STRINGER FOR STRAP 2 4" TAPCONS @ MAX. 32" O.C. <br />AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ <br />AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) 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 />.� <br />�I EW "A" SECTION VIEW "B" <br />SCALE: 1" = V-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />6'. <br />/ 1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />G-1 SECTION VIEW "C" <br />\ SCALE: 1" = V-0" <br />TOP OF <br />STRINGER <br />STRINGERS <br />E2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />2x4 SYP BLOCKING <br />FOR STRAP <br />4 PT NOTCHED INTO STRINGER (1OMTS12 w/ <br />D NAILED TO FLOOR WITH GLUE (114)4) 10d N x 1 1/2" NAILS) <br />STRINGER CONTACT POINTS \ <br />SECTION VIEW "D" <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED 'PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = V-0" <br />NGER <br />aLUED <br />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 />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT <br />STRINGER CONTACT <br />POINTS <br />0 <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />SECTION VIEW "Ell <br />SCALE: 1" = 1'-0" <br />SYP DRYWALL STOP MUST <br />L2x8 <br />NOT TOUCH STRINGERS <br />GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />— H <br />E SECTION <br />VIEW <br />_ <br />SCALE: '2 = 1'-0" <br />3/4 PLYWOOD <br />ON DECK <br />-2x8 SYP GLI <br />AND NAILS[ <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />C-, <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />TRUSS OR CONN. TO BOTTOM <br />NEWEL POST LET INTO <br />\FLOOR <br />GIRDER, FIELD <br />VERIFY OF NEWEL POST <br />THE BLOCK <br />PER CONTRACTOR <br />PROVIDE <br />BLOCKING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />-(2) LAYER" EDGE GOLD <br />PROVIDE SOLID BLOCKING <br />(GLUED AND NAILED) <br />OSB OR PLYWOOD <br />BELOW ALL NEWEL POST <br />OR 1 J"X16" LVL <br />FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED AND <br />FLOOR <br />ATTACHED W/ 12d NAILS <br />NAILED TO JOIST. <br />TRUSSES <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE: " = 1'-0" <br />NEWEL POST <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11 X1 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 />VTO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRING R <br />2X B OCKING <br />PSON MTS 2 w/ <br />10d x 1 1/2" NAILS <br />D OR <br />3 <br />2X BLOC NG <br />RIS R <br />L3z <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />C�J L p <br />N 0 <br />M <br />x <br />c. LL. d <br />Lo <br />let Y <br />N N O <br />97 <br />U <br />3 O <br />a O C 0 <br />(/) 'O O <br />cc -p <br />A/ <br />\A;,�1i9t1t6@6PItPl/0 <br />BIRO w <br />11'1v1�,� <br />,OFESti0'�� <br />���!lttttttl"�� <br />To the best of the ; ngineer'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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />N LO <br />O Pam') O 0 # <br />U N <br />O pp <br />V N 6 C7 # LLLL <br />V; W <br />0 N <br />7 � # <br />o a <br />N O d <br />a JLL a W <br />z arn Z <br />Z 2`r~ <br />O R <br />o <br />W U5 cj a¢a <br />Z rb N O J a <br />LO mvs Z �0 <br />IL LL <br />N <br />= 63 v _j W <br />W El❑E3 <br />IEMI <br />Z N M <br />00 <br />z m N <br />Va <br />z o � <br />Q <br />� N <br />N <br />M <br />V) z <br />CD= <br />Cz <br />0 <br />a--+ <br />M W <br />ij— <br />O <br />w o <br />V) C <br />n <br />v <br />j <br />z� <br />� J E <br />L <br />w m <br />V/ � <br />N <br />Q <br />O <br />or <br />co <br />w <br />M <br />M <br />z <br />o <br />z <br />� <br />LL_ <br />�o <br />O <br />Q N <br />O <br />E <br />® <br />Od <br />F r0 <br />Xo <br />uo <br />U <br />ZoECN <br />CN <br />0 <br />a <br />rz <br />M <br />- � <br />ao <br />< <br />U <br />Nm <br />mi <br />0 <br />Zz <br />z <br />� J <br />.2 <br />�� <br />�w <br />¢ <br />oom <br />Z Z <br />go <br />n 3 <br />a� <br />a <br />� <br />(j <br />ado <br />r` <br />rz-z <br />o <br />�z <br />z <br />a <br />=3w <br />�5 <br />CDFw_r <br />f9 <br />a� <br />U~ <br />�' <br />Oa <br />za <br />o3 <br />0 Q <br />i <br />M <br />IY' <br />I..` <br />o <br />C, <br />m <br />2 <br />cc <br />O <br />T <br />T <br />O <br />1 � <br />N <br />CY) <br />-�••� <br />Lo <br />CN <br />r <br />r <br />ai <br />N <br />O N <br />o <br />z <br />z <br />E T_ <br />E v m <br />ca <br />c <br />Cc <br />0_ <br />.4 <br />U J Q 0 <br />J <br />JOB <br />NO: 22-02360 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />