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i <br />w <br />I <br />N <br />un <br />Q <br />N <br />12 <br />N <br />0 <br />Q <br />91 <br />cD <br />J <br />L0 <br />N <br />cn <br />0 <br />Q <br />3 <br />Q <br />0 <br />S <br />E <br />0 <br />0 <br />0 <br />i <br />a� <br />0 <br />a <br />0 <br />0 <br />a� <br />tz <br />N <br />N <br />a <br />N <br />NIs <br />a <br />as <br />v <br />N <br />ALL STAIR STRINGERS <br />AND TREADS TO BE <br />#2 SYP (MIN.) <br />THREADS, RISERS, AND <br />3/4" PLYWOOD NOT <br />SHOWN IN DETAIL FOR <br />CLARITY <br />ALL WOOD TO WOOD <br />CONNECTIONS TO BE <br />GLUED (PL 200) AND <br />NAILED (MIN. (2)16d). <br />STRINGER MUST MAKE FU <br />CONTACT WITH LANDING <br />LUUK / <br />JOIST SIMPSON A35 OR <br />LSC EACH / <br />STRINGER ---�( <br />1 3/4 x 11 <br />j VL <br />2x4 UNDER STRINGER) �j <br />GLUED AND NAILED TO <br />LANDING \ <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />D D WALL GLUED TO <br />1 1 2x8 <br />2x8 <br />SYP <br />rA <br />ALIGN THIS STUD WITH <br />�( FACE OF 2ND RISER <br />2x SYP CUT TO FIT \ / <br />BEARS IN WALL I <br />--2xl2 SYP <br />BEARS IN WALL <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/ <br />/ AT STRINGER CONTACT POINTS \ NAILS)d x 1 1/2" / <br />SECTION VIEW "A" <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />=- II�111�11 <br />—WMA <br />ems_ �����■ems_■ ■ <br />UNDER ■ ■ , <br />NAILED TO LANDING BLOCKINGx8 SYP <br />11 <br />� 1■II .- III .mil .�' <br />L-1x4 blocking <br />SIMPSON MSTA21 w/ (16) 10d NAILS E SIMPSON A35 OR <br />FLAT STRAP NAILED TO RISER AND LSC EACH <br />THEN WRAPPED AROUND STUD - STRINGER <br />PLAN VIEW 2x4 CUT ON BEVEL - <br />DOES NOT BEAR IN <br />SCALE: = 1'-0" WALL <br />" <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 />314" RISER CUT TO FIT <br />MAINTAIN BETWEEN J" <br />AND 4" 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 <br />STRAP GLUED TO <br />2x4 DRAFT <br />RISER AND TREAD <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER;7\---,,. rSIDE) TO BOTTOM EDGE OF 2x12 <br />1 STRINGER <br />1-1 <br />STOP <br />2x8 SYP DRYWALL STOP MUST ` <br />NOT TOUCH STRINGERS / 1 <br />I / / <br />I <br />- — x4 BLOCKING FOR 2x12 <br />,,, —1-2x4 PT UNDER 2x12 C <br />\ ROVIDE MOISTURE <br />PROTECTION / <br />/ [Ar�ACH ALL COMPONENTS <br />\STAIR TO CONIC. W/ J" XTAPCONS @ MAX. 32" O.C. <br />ATTACH ALL COMPONENTS 1x4 GLUED AND / <br />OF STAIR TO CONC. W/ J" X NAILED TO STRINGER / <br />2 �" TAPCONS @ MAX. 32" O.C. \ <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />[ALIGN THIS STUD WITH FACE OF 2nd RISER <br />G.1 <br />TOP OF <br />STRINGER <br />/ ��-1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />/ STOP <br />2x8 SYP DRYWALL STOP r- <br />I MUST NOT TOUCH 1 <br />2x SYP CUT TO FIT STRINGERS <br />BEARS IN WALL <br />2x12 SYP BEAREIN WALL 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />I 2x4 PT UNDER 2x12 OR LSC EACH <br />STRINGER <br />2x6 SYP / \ <br />/ 2x4 SYP BLOCKING OPTION: 2X4 CUT ON <br />FOR STRAP % BEVEL GLUED AND <br />2x4 PT NOTCHED INTO STRINGER\ (SIMPSON MTS12 w/ NAILED TO SUPPORT <br />/ AND NAILED TO FLOOR WITH GLU (14) 10d x 1 1/2" W/ SIMPSON H3 — <br />AT STRINGER CONTACT POINTS NAILS) <br />SECTION VIEW "D" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = 1'-0" <br />PLYWOOD <br />x SYP CUT TO FIT <br />BEARS IN WALL <br />iF�H�4 xl2 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />3/4 PLYWOOD <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK <br />lo <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 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 />2xl2 TREAD GLUED <br />GLUED AND AND <br />NAILED— i NAILEE <br />2x <br />DRAFT S P <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLUE—/ 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: 4" = 1'-0" <br />I <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED' <br />INTO FLOOR WITH GLUE <br />AT STRINGER CONTACT <br />POINTS <br />J <br />SCALE: 1" = 1'-0" <br />`-'-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />LX4/GLUED AND NAILED TO STRINGER <br />,,4�OR DRYWALL SPACING <br />H <br />SECTION VIEW "E" <br />SCALE: 1" = T-0" <br />NOTE: 2x8 J <br />DRYWALL STOP / <br />\ NOT SHOWN / <br />E SECTION VIEW \ - ' STAIR CONSTRUCTION DETAILS <br />SCALE: 4" = 1'-0" (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <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 />(2) LAYER J" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 t"X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = V-0" <br />a <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 />F SECTION VIEW <br />SCALE: �, = 1'-0" <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 <br />2X BLOCKING R <br />PSON MTS2 w/ <br />10d x 1 1 /2' N)ZI LS <br />3(VD OR ZX BLOC NG <br />RIS* E MCI <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />ers <br />O <br />v Gr O <br />0- = evwN <br />N R G a <br />.S r.NY <br />m d <br />cp <br />3 fO <br />.- <br />io <br />ai <br />ai ca <br />n� <br />N <br />c <br />� v <br />d U <br />`o <br />V' W OFr�e <br />�- e •'' •A` L • • •'a <br />'M <br />ice\` •. <br />� <br />;--j <br />• <br />•� <br />;e « F i.Q <br />d <br />�'�OFESS\0�4���t�. <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 <br />7th Edition. 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