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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 GLU <br />NAILED MATCH NOS <br />OTHER TR <br />/ <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 IT <br />BOTTOM, GLUED AND 1/2" NAILS) <br />NAILED TO STRINGER \ / <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />I 2x <br />DRAFT <br />I AFT S P <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ 2x8 SYP DRYWALL STOP MUST <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 />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: 2" = 1'-0" <br />V of <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />SYP CUT TO FIT <br />4RS IN WALL I <br />2x12 SYP —~' <br />BEARS IN WALL 11 <br />—2x6 SYP / <br />2x4 SYP BLOCKING <br />2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ X <br />AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" <br />NAILS) <br />(IEW "A" SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = T-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />—3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN 4" <br />AND 1" 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 />❑ i <br />—2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />I <br />--2x4 BLOCKING FOR 2x12I <br />2x4 PT UNDER 2x12 C- <br />ROVIDE i MOISTURE ' <br />\ PROTECTION <br />LAACH ALL COMPONENTS / <br />STAIR TO CONC. W/ a' X <br />TAPCONS @ MAX. 32" O.C. <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ 4' X NAILED TO STRINGER <br />2 4" TAPCONS @ MAX. 32" O.C. \ / <br />G-1 �--� SECTION VIEW 1IC" , \ <br />� SCALE: 1" = 1'-0" <br />TOP OF / \ <br />STRINGER I I <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH I STRINGERS G <br />E -' ` <br />I 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" <br />STRINGER CONTACT POINTS \ NAILS) <br />SECTION VIEW "D" <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED <br />a' 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 <br />DETAIL <br />SCALE: 1" = 1'-0" <br />�--STRINGER <br />SLUED <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 <br />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAILEC <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 />l <br />i <br />Ma <br />/ <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />f2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />L1,4/GLUED AND NAILED TO STRINGER <br />.f`OR DRYWALL SPACING <br />SECTION VIEW "E" <br />E SECTION VIEW <br />SCALE: 2" = 1'-0" <br />SCALE: 1" = 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 />NOTE: 2x8 I <br />\ DRYWALL STOP <br />NOT SHOWN <br />STRINGER x <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />FLOOR TRUSS OR CONN. TO BOTT <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />\ PER CONTRACT <br />V <br />/ I <br />I <br />(2) LAYER a' EDGE GOLD PROVIDE SOLID BLOCKING <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />FROM JOIST TO JOIST. USE <br />OR 1 4"X16" LVL 2 X 12 BLOCKS, GLUED AND <br />ATTACHED W/ 12d NAILS NAILED TO JOIST. <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE: 2" = 1'-0" <br />:L POST LET INTO <br />3LOCK <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 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = T-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />)TOP PLATE <br />\ITO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X BLII/ 2X STRING�R <br />OCKING Ic <br />PSON MTSJ2 w/ I <br />10d x 1 1/2"AILS <br />2 D OR <br />3�D 2X BLOCKING <br />RISW / <br />VARIES-,,,, <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />Cv <br />Ob <br />w� <br />L � � <br />oa. A <br />CV <br />an Y� <br />N <br />N <br />- 3 ►. <br />•�' c�'i m <br />� c a <br />N � � <br />a <br />� <br />o <br />c <br />U v D M <br />0�"'vv <br />tU <br />C�a <br />"` ') t- <br />.�� L 0 <br />OF�SStOP�, <br />�Aed��tlEttEC'�;��`��� <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 />Residential 7th Edition. 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