Laserfiche WebLink
SCALE: " = 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 />V VML L <br />ALIGN THIS STUD WITH <br />rFACE OF 2ND RISER <br />SYP CUT TO FIT 1 I <br />ARS IN WALL I <br />2x12 SYP <br />BEARS IN WALL I <br />—2x6 SYP\X/ <br />/ 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 />(I EW "A" <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />—3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN" <br />AND J" 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 />STRINGER_//�� SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />—2x4 DRAFT RISER AND TREAD <br />77�STOP ' <br />—2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />--2x4 BLOCKING FOR 2x12 // I <br />7-2x4 PT UNDER 2x12 C I J <br />/ , ROVIDE MOISTURE / <br />\ PROTECTION <br />ATTACH ALL COMPONENTS / <br />OF STAIR TO CONC. W/ J" X <br />2" TAPCONS @ MAX. 32" O.C. <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/a' X NAILED TO STRINGER <br />2 J" TAPCONS @ MAX. 32" O.C. \ / <br />G.1 <br />/ TOP OF I <br />/ 6" \ STRINGER <br />� 1x4 GLUED AND NAILED TO STRINGER TREAD <br />2x4 DRAFT <br />/ STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />1 STRINGERS <br />EI � <br />I 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />1 2x4 PT UNDER 2x12 OR LSC EACH <br />\ 2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />I PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" <br />D NAILED TO FLOOR WITH GLUE 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 1TT <br />BULLNOS <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />x12 SYP <br />BEARS IN WALL <br />E DETAIL <br />SCALE: 1" = V-0" <br />NGER <br />SLUED <br />NAILED <br />SECTION D-D <br />3/4 PLYWOOD <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED <br />BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO <br />NAILED TO STRINGER FRAMING \ / <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD GLUED <br />GLUED AND AND <br />NAILED— i NAILEE <br />I <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE---' <br />AT STRINGER CONTACT <br />POINTS <br />E—� <br />`t2x8 SYP DRYWALL STOP MUST <br />LNOT TOUCH STRINGERS <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />1x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />SECTION VIEW <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE—i <br />AT STRINGER CONTACT <br />POINTS <br />al <br />w <br />SCALE: 1" = V-0" <br />4f2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />DRAFTS P <br />2X8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />1x4/GLUED AND NAILED TO STRINGER <br />AebR DRYWALL SPACING <br />-- H <br />SECTION VIEW "E" <br />SCALE: 1" = V-0" <br />E SECTION VIEW <br />SCALE: " = 1'-0' <br />-3/4 PLYWOO1 <br />ON DECK <br />—2x8 SYP GL <br />AND NAILE[ <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />C 1 NOTE: 2x8 <br />\ DRYWALL STOP <br />NOT SHOWN <br />\ <br />SECTION VIEW licit <br />SCALE: 1" = V-0" <br />\ FLOOR TRUSS OR <br />GIRDER, FIELD VERIFY <br />STRINGER \C <br />(2) LAYER t" EDGE GOLD <br />OPTION: 2X4 CUT ON OSB OR PLYWOOD <br />BEVEL GLUED AND OR 1"X16" LVL <br />NAILED TO SUPPORT ATTACHED W/ 12d NAILS <br />W/ SIMPSON H3 @ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = V-0" <br />F SECTION VIEW <br />SCALE. = 1 -0 <br />CONN. TO BOTT, <br />OF NEWEL POST <br />PER CONTRACT <br />PROVIDE SOLID BLOCKING <br />BELOW ALL NEWEL POST <br />FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED AND <br />NAILED TO JOIST. <br />1 POST LET INTO <br />ILOCK <br />IDE <br />KING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />NEWEL POST <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 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 />VVALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRINAR <br />2X BLOCKING <br />PSON MTSJ2 w/ <br />10d x 1 1/2" AILS <br />\2(VD <br />OR <br />3 D <br />2X BLOCKING <br />RISNR <br />/ <br />VARIE <br />ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />N <br />C= <br />�� Q <br />N <br />7) <br />00 <br />LU <br />J � <br />L <br />cr, <br />0 <br />LU <br />q, �,x �,yd911 1111I1/p <br />�J J <br />0 <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 <br />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 />Engineers signature and seal. <br />tY) <br />a <br />' 8E <br />0M <br />N <br />00 % F, , <br />YI <br />rn n b J <br />Q <br />yy zssz J Lu <br />C U. LL <br />S <br />U. LL iii <br />Lu <br />z <br />-g ;; a <br />tco o <br />it <br />p O <br />WZ <br />rPiOrn°' <br />Co <br />Z <br />ZNM <br />U <br />U) 0 <br />W <br />❑ ❑ <br />z N <br />Q <br />a M <br />N <br />Z v <br />€ <br />o a <br />U <br />0 <br />Ly N <br />1N <br />w M <br />E <br />L <br />= g8 <br />U <br />Offi— <br />z <br />o <br />F <br />� <br />O <br />w� <br />w <br />CL <br />a E <br />x� <br />�` <br />�u <br />oZ <br />Ez <br />ZH <br />N rn <br />i <br />a <br />o <br />w z <br />a� <br />m f <br />U)C <br />Zo <br />ox <br />'9 <br />z <br />az <br />w <br />Q <br />=o <br />W <br />U T <br />j <br />aLL <br />o <br />CD% <br />°s <br />c <br />gT <br />> <br />ai <br />rn <br />C"i <br />0 <br />O <br />C4710 <br />CO <br />00 <br />O <br />'- <br />CNJ <br />I� <br />N <br />LO <br />F— <br />O <br />o <br />t-_ <br />+-+ O <br />1 <br />N <br />T <br />Qi <br />Q 00 <br />00 <br />L0 <br />E <br />O <br />Z <br />m <br />Z <br />E 4= <br />c <br />m <br />E <br />O 0 <br />JOB <br />NO: 22-08433-08426 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />I <br />ST <br />I <br />