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3 <br />w <br />I <br />r <br />s <br />m <br />W <br />0 <br />a <br />0 <br />0 <br />V) <br />rn <br />a <br />1-11 <br />d <br />0 <br />x <br />v <br />c <br />N <br />N <br />r <br />FO <br />v <br />C <br />c0 <br />Ci- <br />0 <br />i <br />E <br />0 <br />J <br />tZ <br />N <br />N <br />0 <br />0 <br />CL <br />N <br />N <br />15 <br />0 <br />a <br />m <br />v <br />v <br />N <br />SCALE: '= 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 />D <br />2x4 SPF NOSING GLUED AANDNAILED MATCH NOSIN— <br />OTHER TREADS / <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 i <br />GLUED AND <br />NAILED <br />' 2x� <br />I DRAFT ST P <br />2x4 PT NOTCHED INTO STRINGER AND TAP \ 2x8 SYP DRYWALL STOP MUST <br />CONED <br />INTO FLOOR WITH GM!NOT TOUCH STRINGERS <br />AT STRINGER CONTACT L / 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 />MALL <br />J—A <br />ALIGN THIS STUD WITH <br />rFACE OF 2ND RISER <br />3YP CUT TO FIT <br />>RS IN WALL I <br />2x12 SYP <br />BEARS IN WALL I I <br />-2x6 SYP / <br />2x4 SYP BLOCKING l <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 />fI EW "A" <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = V-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <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 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 />NOT TOUCH STRINGERS <br />�I <br />+-2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 ' <br />ROVIDE MOISTURE <br />\ PROTECTION / <br />LATTACH ALL COMPONENTSSTAIR TO CONC. W/ 4" XTAPCONS @ MAX. 32" O.C. <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ a' X NAILED TO STRINGER <br />2 4' TAPCONS @ MAX. 32" O.C. \ / <br />GA'�� <br />TOP OF 1 <br />STRINGER <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />/ STOP <br />2x8 SYP DRYWALL STOP r <br />MUST NOT TOUCH <br />`STRINGERS <br />2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />I OR LSC EACH <br />1 2x4 PT UNDER 2x12 <br />\ 2x4 SYP BLOCKING <br />FOR STRAP <br />PT NOTCHED INTO STRINGER (SI) 1Od x MTS12 w/ <br />D NAILED TO FLOOR WITH GLUE 1 1/2" <br />STRINGER CONTACT POINTS \ NAILS) x <br />SECTION VIEW "D" <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 />_----2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />NGER <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 2x12 <br />STOP TREAD <br />GLUED <br />AND <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE—� <br />AT STRINGER CONTACT <br />POINTS <br />-1 <br />J <br />F� <br />2x4 SYP BLOCKING <br />WH <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />!i <br />�I= <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />Lx4/GLUED AND NAILED TO STRINGER <br />-KOR DRYWALL SPACING <br />SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />E SECTION VIEW <br />SCALE: J" = 1'-0" <br />3/4 PLYWOOE <br />ON DECK <br />---2x8 SYP GL <br />AND NAILE[ <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />NOTE: 2x8 ' <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 />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO <br />GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK <br />PER CONTRACTOR <br />\ PROVIDE <br />\ / I BLOCKING <br />❑ 2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1 a"X16" LVL FROM JOIST TO JOIST. USE <br />ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR <br />@ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES <br />AND VERT. <br />NEWEL POST <br />SECTION VIEW "G" <br />SCALE: 1" = T-0" <br />F SECTION VIEW <br />SCALE: J' = 1'-0" <br />BLOCKING_ <br />SCALE: 1" = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />WALL JOINT <br />YWALL TO <br />✓ER JOISTS) <br />STUD NAILED AND <br />IED TO TOP PLATE <br />CUT INTO RIM BAND, <br />)ED AND NAILED TO <br />BRING WALL BELOW <br />WALL JOINT <br />YWALL TO <br />✓ER JOISTS) <br />H <br />/I 2X STRINAR <br />2X BLLOCKING <br />SIMPSON MTSJ2 w/ ' <br />(14) 10d x 1 1/2" AILS <br />\3�(VD OR 2X BL05KING <br />3 D <br />RISL� / <br />VARI E <br />SECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />C14 `I <br />C14' <br />0 <br />CV o <br />CL- <br />o w <br />ul <br />'- a <br />a� <br />C" <br />I F ,�-4 <br />a> <br />A p <br />ci <br />C) <br />0 <br />P. <br />1 <br />c�v <br />v`r. -o <br />GJg&6(�E <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W v EEO <br />0 <br />CU <br />o <br />� � C"N ti <br />p eo <br />r r J <br />M 'C:, <br />Q C J 5 Ji <br />z <br />-j LL LL 5 a <br />C <br />- -o a �[ <br />Z <br />W-C� o <br />oM Nco o <br />W - oo m w <br />IL LL Z LO C0 z Q <br />z N OU <br />W ❑❑ <br />M <br />p!!2 <br />Z N (D <br />z o <br />n J - <br />N <br />cn z <br />CD <br />v o <br />c <br />f>3 w <br />U <br />0 w gOft <br />N � YZin <br />U <br />— <br />1�.. <br />L <br />S L S <br />U a N <br />c U) o <br />¢ 0 <br />m <br />® 0 <br />CD <br />� <br />M <br />M <br />o <br />Z <br />Z <br />a <br />2 <br />J <br />E <br />=o <br />Z© <br />14 <br />Q <br />E o <br />w� <br />o� <br />03 <br />o E <br />N <br />K O <br />a� <br />�0 <br />DOU <br />0 <br />�< <br />az <br />t� <br />L <br />Mz <br />CO C <br />¢ ❑ <br />w g <br />ma <br />Z <br />C <br />U <br />h U <br />Q W <br />fn <br />a 3 <br />Z z <br />g° <br />0- <br />8 <br />0 <br />a <br />w w <br />U <br />w <br />�o <br />o. <br />X� <br />w <br />CDwa <br />�O <br />a <br />dam- <br />z <br />c0 <br />LO <br />rn <br />c� <br />� <br />^1 <br />i <br />co <br />Q <br />CL <br />U) <br />m <br />LO <br />O <br />� <br />CD <br />cv <br />-Q N <br />LO <br />T <br />Q <br />T <br />Q <br />E <br />m <br />E N <br />� CD vi Lt) <br />d <br />Z <br />z <br />E .7 - <br />c <br />m <br />E <br />v 0 <br />c <br />a <br />¢ o <br />JOB <br />NO: 22-06452 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />-17— rr I II i I I 1 11 <br />I t116 tl TI FF F-F-1 I I - 1T..-. + <br />