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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 />1 3/4 x 11 <br />j VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />JOIST <br />STRINGER MUST MAKE FU <br />CONTACT WITH LANDING <br />SIMPSON A35 OR / <br />LSC EACH <br />STRINGER <br />I <br />\ <br />2x4 CUT ON BEVEL ' <br />DOES NOT BEAR IN <br />1 1 WALL GLUED TO <br />F 2x8 <br />J_A <br />I-, <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />fl� T IN, <br />I � <br />2x SYP CUT TO FIT I ' <br />BEARS IN WALL I <br />`s--2xl2 SYP <br />BEARS IN WALLI . / <br />I <br />�-2x6 SYP / 1 <br />2x4 SYP BLOCKING <br />\, <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 />SECTION VIEW "A" <br />SECTION VIEW "B" <br />SCALE: 1" = T-0" SCALE: 1" = 1'-0" <br />2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER <br />SYP FULL CONTACT WITH LANDING <br />61. <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 J" <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 j <br />STOP <br />—2x8 SYP DRYWALL STOP MUST 1 <br />NOT TOUCH STRINGERS <br />1 I <br />-I-2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C I <br />I ROVIDE MOISTURE ' <br />\ PROTECTION <br />L <br />ACH ALL COMPONENTS / <br />STAIR TO CONC. W/ T" X <br />TAPCONS @ MAX. 32" O.C. <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER <br />2 J" TAPCONS @ MAX. 32" O.C. \ / <br />TOP OF \ <br />STRINGER <br />1x4 GLUED AND NAILED TO STRINGER <br />�--� <br />2x4 UNDER STRINGER GLUED AN 2x4 DRAFT <br />STOP <br />NAILED TO LANDING BLOCKING x8 SYP <br />p 2x8 SYP DRYWALL STOP <br />2x4 PT NOTC MUST NOT TOUCH I <br />k\INTO STRINGER ' 2x SYP CUT TO FIT ' I STRINGERS G <br />'t, D BEARS IN WALL <br />E2x8 BLOCKING FOR STRAP 2x8 SYP I 2xl2 SYP BEAR,1E I \ <br />IN WALL � 2x4 BLOCKING FOR 2x12 SIMPSON A3� <br />I 2x4 PT UNDER 2x12 OR LSC EACH <br />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 />�Zz/z <br />2x6 SYP 1 <br />FOR STRAP 2x4 SYP BLOCKING / <br />\ (SIMPSON MTS12 w/ <br />2x4 PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" <br />AND NAILED TO FLOOR WITH GLU NAILS) <br />PLAN VIEW 2x4 CUT ON BEVEL <br />� AT STRINGER CONTACT POINTS <br />DOES NOT BEAR IN <br />SCALE: " = 1'-0" WALL <br />\ / <br />SECTION <br />VIEW "D" SECTION VIEW "Ell <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 />\9 / <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 <br />BOTTOM, GLUED AND 1/2" NAILS) <br />NAILED TO STRINGER \ / <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />2x� <br />I DRAFTS P <br />2x4 PT NOTCHED INTO \ 2x8 SYP DRYWALL STOP MUST <br />STRINGER AND TAPCONED NOT TOUCH STRINGERS <br />INTO FLOOR WITH GLU <br />AT STRINGER CONTACT \ / / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS \ x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />�' J_ SCALE: J" = 1'-0" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = V-0" <br />PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />_-----2xl2 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = V-0" <br />2x4 GLUED <br />AND NAILED <br />SECTION D—D <br />SCALE: 1" = 1'-0" <br />3/4 PLYWOOD <br />ON DECK <br />�x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />2x4 DRAFT <br />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAILED <br />I <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE- — <br />AT <br />STRINGER CONTACT <br />POINTS <br />B � <br />f2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />Lx4"GLUED AND NAILED TO STRINGER <br />i KOR DRYWALL SPACING <br />H <br />SCALE: 1" = 1'-0" <br />—, NOTE: 2x8 1 <br />DRYWALL STOP <br />NOT SHOWN <br />SECTION VIEW, ' - " STAIR CONSTRUCTION DETAILS <br />E SCALE: �' = 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 />STRINGER \< <br />OPTION: 2X4 CUT ON 7(2) LAYER t" EDGE GOLD <br />BEVEL GLUED AND OSB OR PLYWOOD <br />NAILED TO SUPPORT OR 1 ATTACHED <br />LVL <br />W/ SIMPSON H3 ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />- SCALE: 1" = V-0" <br />PROVIDE SOLID BLOCKING <br />BELOW ALL NEWEL POST <br />FROM JOIST TO JOIST. USE LE� <br />2 X 12 BLOCKS, GLUED AND <br />NAILED TO JOIST. <br />NEWEL POST <br />BLOCKING <br />SE <br />CTION VIEW <br />SCALE: i" = 1'-0" <br />SCALE: 1" = 1'-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />JD NAILED TO <br />WALL BELOW <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 />FLOOR <br />TRUSSES <br />JOINT <br />-TO <br />)ISTS) u <br />2X STRINAR <br />2X BLOCKING <br />PSON MTSJ2 w/ ' <br />10d x 1 1/2" AIL <br />\34D OR 2X B1_05 SING <br />3F�D / <br />RISte / <br />VARIES-,, <br />ECTION VIEW "H11 <br />SCALE. 1 = V-0" <br />M <br />N <br />O <br />N <br />c� <br />N a: - <br />7^ L <br />eN <br />4 .•A..� ..T <br />3w =_ <br />E: <br />!� a <br />t3. U <br />0 <br />C+M <br />0 <br />N <br />0 <br />NN� <br />• r <br />r:o PE.73750 <br />�.' STAT E OF 1Al <br />for <br />. ' ..:' r�Y r'•� i,.. ��= ►� <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. 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