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3 <br />a <br />v <br />f) <br />0 <br />Q <br />n <br />N <br />I <br />N <br />J <br />0 <br />cV <br />0 <br />I <br />t) <br />N <br />0 <br />I <br />0 <br />C <br />Cr <br />Cl7 <br />0 <br />N <br />I <br />N <br />R <br />N <br />0 <br />N <br />0 <br />I <br />cV <br />0 <br />5-1 <br />v <br />v- <br />cn <br />0 <br />c <br />0 <br />Q <br />N <br />N <br />0 <br />v <br />0- <br />E <br />F2 <br />U) <br />W <br />E <br />0 <br />s <br />L <br />v <br />c <br />C <br />J <br />Cn <br />ao <br />O <br />U <br />D <br />U <br />Cn <br />V <br />i <br />i <br />N <br />I <br />c <br />0 <br />0 <br />U <br />0 <br />r7 <br />0 <br />N <br />M <br />N <br />N <br />0 <br />0 <br />0 <br />N <br />0 <br />ti <br />M <br />N <br />0 <br />Q <br />0 <br />m <br />a� <br />a <br />v <br />N <br />SCALE: 3" = 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 GLU <br />NAILED MATCH NOE <br />OTHER l <br />� 6'0 <br />3/4" RISER CUT TO FIT <br />2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" <br />FOR STRAP (SIMPS:��g\ <br />AND 1/2" GAP TOP AND <br />BOTTOM, GLUED AND <br />MTS12 w/ (14) 10d x <br />1/2" NAILS) <br />NAILED TO STRINGER <br />\ <br />/ <br />2x12 TREAD , --- <br />GLUED AND <br />NAILED <br />I <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE <br />STRINGER CONTACT <br />POINTS <br />E <br />I `f-2x8 SYP DRYWALL STOP MUST <br />LNOT TOUCH STRINGERS <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />�x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: Z' = 1'-0" <br />MALL <br />SECTIO <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />l <br />E EEi�; j <br />SYP CUT TO FIT 1 ' <br />FRS IN WALL I <br />2x12 SYP <br />BEARS IN WALL f I <br />—2x6 SYP / <br />2x4 SYP BLOCKXw/ <br />2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS1 <br />AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" NAILS) <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />4 <br />—3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN a' <br />AND 2' 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 />1 NOT TOUCH STRINGERS <br />l <br />4--2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />ROVIDE MOISTURE / <br />\ PROTECTION <br />LZATTACH ALL COMPONENTS <br />IR TO CONC. W/a' XCONS @ MAX. 32" O.C. <br />—ATTACH ALL COMPONENTS ix4 GLUED AND <br />OF STAIR TO CONC. W/ a' X \ NAILED TO STRINGER <br />2 J" TAPCONS @ MAX. 32" O.C. \ <br />GA <br />TOP OF ' \ <br />/ 61, \ STRINGER <br />TREAD <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />/ STOP <br />2x8 SYP DRYWALL STOP r <br />MUST NOTTOUCH G <br />' 'STRINGERS <br />E4 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />\ 2x4 SYP BLOCKING <br />FOR STRAP <br />I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) <br />STRINGER CONTACT POINTS \ <br />N VIEW "D" SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP <br />U T BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />ER <br />I� <br />IED <br />,ILED <br />SECTION D-D <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 />f/ <br />I <br />I <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE-ATi <br />STRINGER CONTACT <br />POINTS <br />SCALE: 1" = V-0" <br />41 2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />I E W "A" <br />SECTION VIEW "B" <br />SCALE: 1" = V-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />/ <br />/ `f-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />\ LX4/GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE: z" = 1'-0" <br />SCALE: 1" = 1'-0" <br />-3/4 PLYWC <br />ON DECK <br />--2x8 SYP <br />AND NAI <br />FRAMIN( <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKI <br />C ----- <br />NOTE: 2x8 ' <br />\ DRYWALL STOP <br />NOT SHOWN <br />STRINGER \< <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />FLOOR TRUSS OR CONN. TO BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />PER CONTRACT <br />I <br />— f (2) LAYER" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 a"X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "C" <br />SCALE: 1" = 1','0" <br />F SECTION VIEW <br />SCALE: J" = 1'-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 <br />!L POST LET INTO <br />.LOCK <br />IDE <br />4ING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />LOOR <br />TRUSSES <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 />VTO RIM BAND, <br />ID NAILED TO <br />✓VALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H—,\\ <br />2X STRING6 <br />2X BLOCKING <br />PSON MTSJ2 w/ ' <br />10d x 1 1/2" Al LS <br />\3ND OR 3ND 2X 131_05�ING <br />RISK <br />VARI E <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />0O <br />N , <br />*Ciz <br />), ' <br />L <br />O <� <br />e3 <br />b3 Cv <br />0 i <br />Q� .Q <br />0 0) <br />CZ <br />`0 0 <br />; O` 0,tu <br />I <br />CV <br />N <br />0 <br />N <br />M <br />N <br />�AIYL i <br />o <br />C) <br />0 <br />E IN �' • , • V,1 �Id <br />N 0 <br />a <br />air• <br />•� <br />`YL'• STATE OF •crL�+r <br />d a <br />l? <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 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? 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