Laserfiche WebLink
SCALE: i.. = 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 />I=f)P RICE ANII RI IN 1M1=0PNAATIr)N <br />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN 1/4" <br />AND 1/2" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />1 <br />2x4 PT NOTCHED INTO I <br />STRINGER AND TAPCONED' <br />INTO FLOOR WITH GLUE - <br />AT STRINGER CONTACT <br />POINTS <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS' <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />I 1-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />L/2x4 <br />BLOCK IN KNEEWALL FOR 2x12 NAILING <br />Lx4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: i" = 1'-0" <br />VVALL <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH <br />STRINGER <br />SIDE) TO BOTTOM EDGE OF 2x12 <br />rSTRINGER <br />A <br />FACE OF 2ND RISER <br />3/4" RISER CUT TO FIT <br />�, <br />MAINTAIN BETWEEN J" <br />/ <br />\ <br />AND i" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />/ <br />�1x4 GLUED AND NAILED TO STRINGER <br />STRAP GLUED TO <br />2x4 DRAFT <br />RISER AND TREAD <br />/ <br />STOP <br />/ <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />I <br />1 <br />5YP CUT TO FIT <br />/ <br />i <br />kRS IN WALL <br />---2x12 SYP <br />I <br />BEARS IN WALL <br />x4 BLOCKING FOR 2x12 <br />/ <br />I <br />I2x4 <br />PT UNDER 2x12 <br />' <br />2x6 SYP <br />/ \ <br />\ <br />ROVIDE MOISTURE / <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />/ <br />2x4 SYP BLOCKING <br />FOR STRAP <br />/ <br />\ <br />OF STAIR TO CONC. W/ " X / <br />2x4 PT NOTCHED INTO STRINGER <br />2 1" TAPCONS @ MAX. 32" O.C. <br />/ <br />AND NAILED TO FLOOR WITH GLUE \ <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />ATTACH ALL COMPONENTS <br />\ 1x4 GLUED AND / <br />AT STRINGER CONTACT POINTS <br />\ <br />NAILS) <br />OF STAIR TO CONC. W/ J" X <br />NAILED TO STRINGER / <br />/ <br />2 J" TAPCONS @ MAX. 32" O.C. <br />\ <br />/ <br />I EW "A" <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = T-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />___[ <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />/ STOP " <br />2x8 SYP DRYWALL STOP / <br />MUST NOT TOUCH I <br />/ STRINGERS <br />G <br />E2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />I2x4 PT UNDER 2x12 OR LSC EACH <br />\ 2x4 SYP BLOCKING <br />FOR STRAP <br />I PT NOTCHED INTO STRINGER\ (SIMPSON14)1Od MTS12 w! <br />D NAILED TO FLOOR WITH GLUE-7NAILS) <br />x 1 1/2" <br />STRINGER CONTACT POINTS NAI <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" = 1'-0" <br />NGER <br />A <br />SLUED <br />NAILED <br />SECTION D-D <br />SCALE: 1" = V-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 />2x4 PT NOTCHED INTO I <br />STRINGER AND TAPCONED' <br />INTO FLOOR WITH GLUE <br />AT STRINGER CONTACT <br />POINTS <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />`--2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />x4 GLUED AND NAILED TO STRINGER <br />,,FOR DRYWALL SPACING <br />H <br />SECTION VIEW "E" <br />SECTION VIEW <br />ON <br />A <br />F <br />2x4 <br />STC <br />2x4 <br />SCALE: 1" = V-0" <br />NOTE: 2x8 <br />DRYWALL STOP <br />\ NOT SHOWN / <br />TOP OF <br />STRINGER <br />STRINGER — <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 />OPTION: 2X4 CUT ON y (2) LAYER J" EDGE GOLD <br />OSB OR PLYWOOD <br />BEVEL GLUED AND <br />NAILED TO SUPPORT AT 1 ATTACHED <br />LVL <br />W/ SIMPSON H3 ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G11 <br />SCALE: 1" = V-0" <br />F SECTION VIEW <br />SCALE:" = 1'-0" <br />0 <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 />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 />NEWEL POST <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = 1'-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 />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRING R <br />2X BLOCKING <br />PSON MTS2 w/ <br />10d x 1 1/2`-NAILS \ <br />3(dDD OR 2X BLOC&G <br />RIS* <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />Y� <br />c <br />00 <br />c <br />CI-4 <br />w n <br />W <br />C <br />CW <br />ci Q r, c' <br />M " N <br />m <br />Z7 X <br />C LL O- <br />rn O N <br />W w <br />d <br />E- <br />it ; m <br />.°' u m <br />r m C O <br />Sr sz, .1O s. <br />N r' <br />0 <br />SRO WIC ��i� <br />,� 12 <br />rcli <br />cli <br />\a < <br />°. F�0 <br />2 <br />To the best of the Engineer'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 <br />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 />r4ii <br />I <br />N <br />0 <br />Q y M a <br />-J LL W <br />fft3 <br />Z O1i <br />`� `c° Y <br />0 <br />ox <br />&I m <br />I <br />d� <br />IL Z <br />Mz <br />Z N OU 0 y <br />W pp <br />z <br />2� <br />z <br />Ll N <br />C� o <br />01 <br />f0 W <br />u o <br />O <br />U (0 <br />¢ Im <br />�0 <br />C11 <br />S <br />(op� <br />Na <br />w <br />Z <br />C� <br />C13O <br />Q <br />E <br />o <br />z® <br />Q <br />0 <br />C <br />8 <br />z <br />ra <br />W <br />ru <br />c <br />wg <br />W <br />m 0 <br />�Z <br />f�f�j <br />r1 s <br />W <br />O <br />W <br />hLL <br />W <br />g <br />�Zy <br />�2 <br />CIS <br />yo <br />CO <br />V <br />�C:) <br />>L6 <br />O <br />Co <br />c� <br />co <br />O <br />�1 <br />Q <br />� <br />Cr '� <br />r <br />F... <br />Ln <br />a4-+ <br />N <br />Z o <br />0) <br />L0 <br />(V <br />Ln <br />ai <br />m <br />O Q <br />N <br />c <br />z <br />z <br />E d <br />E <br />m <br />a <br />U � <br />JOB <br />NO: 22-08304 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />