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cn <br />0 <br />Or <br />0 <br />LO <br />0 <br />N <br />1 <br />O <br />0 <br />CV <br />J <br />L0 <br />0 <br />0 <br />I <br />CN <br />00 <br />L0 <br />0 <br />O <br />I <br />M <br />F— <br />C7 <br />C <br />a <br />N <br />0 <br />NLfl <br />`i <br />N <br />CV <br />J <br />co <br />r7 <br />0 <br />r- <br />co <br />cD <br />M <br />O <br />I <br />N <br />v <br />v <br />v- <br />cn <br />r..ii <br />c <br />M <br />CV <br />0 <br />v <br />d <br />E <br />N <br />N <br />E <br />0 <br />S <br />0 <br />O <br />c <br />c <br />J <br />C <br />0 <br />v <br />U <br />J <br />a2 <br />T7 <br />N <br />0 <br />ai <br />0 <br />0 <br />r14 <br />0 <br />0 <br />a' <br />v <br />0 <br />LaJ <br />M <br />m <br />S <br />0 <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 GLUT <br />NAILED MATCH NOS <br />OTHER l <br />\ 6,, <br />V V/iL L <br />J-A <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />/ fI�T \\ / <br />SYP CUT TO FIT 1 ' <br />%RS IN WALL I <br />2x12 SYP <br />BEARS IN WALL I I <br />—2x6 SYP / <br />2x4 SYP BLOCKING <br />2x4 PT NOTCHED INTO STRINGER 7FOR STRAP <br />/ AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / <br />AT STRINGER CONTACT POINTS \ (14) 1 )d x 1 1/2"NAI / <br />(I EW "A" <br />SECTION VIEW "B" <br />SCALE: 1" = T-0" SCALE: 1" = 1'-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 J" <br />AND z" 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 />2x4 BLOCKING FOR 2x12 �� I <br />2x4 PT UNDER 2x12 <br />1 ROVIDE MOISTURE ' <br />\ PROTECTION <br />LIATTACH ALL COMPONENTS / <br />STAIR TO CONC. W/a' XTAPCONS @ MAX. 32" O.C. <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ T" X \ NAILED TO STRINGER <br />2 J" TAPCONS @ MAX. 32" O.C. \ / <br />TOP OF \ <br />STRINGER I <br />1x4 GLUED AND NAILED TO STRINGER \� <br />2x4 DRAFT <br />/ STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERS G <br />I 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />1 2x4 PT UNDER 2x12 OR LSC EACH <br />\ 2x4 SYP BLOCKING <br />FOR STRAP <br />4 PT NOTCHED INTO STRINGER (SIMPSON14)1Odx 1 1/2" <br />MTS12 w/ <br />D NAILED TO FLOOR WITH GLUE NAILS <br />STRINGER CONTACT POINTS ) <br />SECTION VIEW "D" <br />SCALE: 1" = T-0" <br />FILLER STRIPS ADDED a' PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING ITr- <br />x 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" = T-0" <br />3/4 PLYWOOD <br />3/4" RISER CUT TO FIT <br />2x4 SYP BLOCKING <br />ON DECK <br />MAINTAIN BETWEEN 1/4" <br />FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND <br />MTS12 w/ (14) 10d x 1 <br />x8 SYP GLUED <br />BOTTOM, GLUED AND <br />1/2" NAILS) <br />AND NAILED TO <br />NAILED TO STRINGER <br />FRAMING <br />/ <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD i <br />-- <br />GLUED <br />GLUED AND <br />AND <br />NAILED <br />NAILED----\ <br />I <br />� <br />i <br />' <br />2x <br />I <br />DRAFTS P <br />I <br />2x4 PT NOTCHED INTO ` <br />2x4 PT NOTCHED INTO \ <br />STRINGER AND TAPCONED <br />2x8 SYP DRYWALL STOP MUST <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLU <br />/ NOT TOUCH STRINGERS <br />INTO FLOOR WITH GLUE—' <br />AT STRINGER CONTACT <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />AT STRINGER CONTACT <br />POINTS \ <br />E <br />1x4 GLUED AND NAILED TO STRINGER <br />POINTS <br />B <br />FOR DRYWALL SPACING <br />--^� <br />H SECTION VIEW <br />_ SCALE: 2' = 1'-0" <br />0 <br />z <br />H r 2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />W A <br />C <br />/ `7'2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />\ L1x4/GLUED AND NAILED TO STRINGER <br />KOR DRYWALL SPACING <br />--H <br />SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />E SECTION VIEW <br />SCALE: 2' = 1'-0" <br />Wk <br />F <br />F <br />2x4 <br />STC <br />2x4 <br />NOTE: 2x8 <br />\ DRYWALL STOP <br />NOT SHOWN <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 />\ / V <br />I <br />I <br />STRINGER \ / <br />OPTION: 2X4 CUT ON (2) LAYER 4' EDGE GOLD <br />OSB OR PLYWOOD <br />BEVEL GLUED AND s <br />NAILED TO SUPPORT OR 1 a'X16" 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" = 1'-0" <br />F SECTION VIEW <br />SCALE: 7' = 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 />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE <br />SCALE: AS NOTED <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 />L POST LET INTO <br />,LOCK <br />IDE <br /><ING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />LOOR <br />TRUSSES <br />JOINT <br />-TO <br />)ISTS) <br />H� <br />2X STRINAR <br />2X BLOCKING <br />PSON MTS12 w/ I <br />10d x 1 1/2"NAILS <br />3 D OR JL2XBLOCKING <br />3F�D <br />RISt,13 / <br />VARI E <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />1 <br />I, <br />C1 <br />'Uj <br />O = <br />n r <br />Ci CL <br />Cv V N1 <br />co ,< <br />`� <br />, <br />NC14 <br />� N � <br />2 <br />y oCJ <br />cc C; `a <br />.' ua <br />G <br />L� (J <br />CM <br />CV <br />0 <br />N <br />co <br />0 <br />o <br />gp'�$o.P16a1:3�t�'� <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 />Engineers signature and seal. <br />W <br />�E <br />aCD m j cov <br />N <br />CV N 01 +2 # rn <br />0' <br />7)U') <br />N cnr,-ILL w w <br />M V <br />Aj liJ <br />Q J tL Y Cj <br />J u Z <br />o <br />Z O <br />Om <br />O <br />in <br />W �p�aKwN <br />�ZdO=coU <br />N <br />OEl El <br />W <br />z N C7 <br />O <br />z <br />Q <br />rZ � <br />M <br />J <br />V'`• <br />a- <br />LU <br />C1 � <br />U <br />O W a <br />U <br />LU J <br />} $t S L <br />) N <br />Q N m00- <br />O <br />o <br />� <br />M <br />z ¢ <br />z <br />Z <br />LL � <br />CL o <br />E UCU <br />w o <br />z <br />-0 <br />o <br />wz <br />> u <br />Zo <br />oa <br />M <br />20 <br />U8 <br />a E <br />o <br />4 <br />o <br />oz <br />co' <br />� <br />�S <br />wz <br />�J <br />COc <br />¢o <br />= <br />pU <br />m 2 <br />o, <br />ZF <br />m J <br />z <br />Nm <br /><'w <br />6 <br />Fa <br />omQ <br />g Z <br />ez <br />m <br />a <br />z a <br />< w <br />=3 <br />i- <br />o <br />I� v <br />w <br />0I <br />i° <br />0 3 <br />c O <br />O <br />>� <br />U <br />m <br />�--. <br />N <br />� <br />^w+ Lco <br />CO N <br />T <br />N <br />� <br />N <br />r <br />Q <br />r <br />60 <br />Ec <br />� m V <br />T� <br />N <br />LO <br />o <br />r—' <br />- M co <br />LO <br />o <br />Cn <br />It <br />a) N <br />LO <br />SA G <br />CD <br />r <br />M <br />Z <br />m <br />�— <br />z <br />E m <br />IL <br />E <br />U -j Q p <br />_ <br />JOB <br />NO : 23-03667-03672 <br />SCALE : AS NOTED <br />SHEET NO. <br />