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LO <br />r— <br />L0 <br />C14 <br />L0 <br />L0 <br />04 <br />9 <br />L0 <br />�2 <br />C> <br />Ln <br />r1- <br />L0 <br />C'4 <br />L0 <br />L8 <br />Cr <br />V) <br />3:� <br />0 <br />-0 <br />Q <br />C, <br />C> <br />co <br />C14 <br />LO <br />�2 <br />L0 <br />Ci <br />L0 <br />L0 <br />21 <br />0 <br />Cr <br />C'4 <br />CL <br />E <br />E <br />0 <br />0 <br />9 <br />w2 <br />0- <br />-2 <br />Lz: <br />C14 <br />Lo <br />CM <br />16 <br />C,4 <br />C:> <br />C14 <br />LO <br />S <br />En <br />2xl 2 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN!" <br />AND 4" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER z <br />BLOCKING FOR <br />1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO <br />2x4 DRAFT RISER AND TREAD <br />STOP <br />N <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />SYP CUT TO FIT <br />8,RS IN WALL 77 <br />—2x12 SYP N, <br />BEARS IN WALL B 2x4 BLOCKING FOR 2x12 C <br />11 2x4 PT UNDER 2x12 <br />—2x6 SYP ROVIDE MOISTURE <br />PROTECTION <br />2, <br />7/7/771 <br />OVI DE MO STURE <br />CT <br />�j <br />PROTE IONI <br />LATTACH ALL COMPONENTS <br />2x4 SYP BLOCKING OF STAIR TO CONC. W/ X <br />4 <br />FOR STRAP 3,, T PCO M .0 C <br />2 .4 A NS 32 <br />2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS1 2 wl 21 TAPCONS @ MAX. 32" O.C. <br />I " r <br />'I I 1;=� N� <br />AND NAILED TO FLOOR WITH GLUE A <br />AT STRINGER CONTACT POINTS (14) 1 Od x 1 1/2" ATTACH ALL COMPONENTS 1 x4 GLUED AND <br />NAILS) OF STAIR TO CONC. W1 -1" X NAILED TO STRINGER <br />4 <br />2 2'rTAPCONS @ MAX. 32" O.C. <br />(I EW "A" <br />SECTION VIEW 111311. <br />SCALE: I"= V-0" SCALE: 1 V-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />1x4 GLUED AND NAILED TO STRINGER <br />I 2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />G.1 <br />TOP OF <br />STRINGER <br />STRINGERS <br />E_---2x4 BLOCKING FOR 2x12 SIMPSON A135 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />ASYP BLOCKING <br />FOR STRAP <br />t PT NOTCHED INTO STRINGE\R (SIMPSON MTS12 w/ <br />D NAILED TO FLOOR WITH GLU\/ (14) 1 Od x 1 1/2" <br />STRINGER CONTACT POINTS NAILS) <br />SCALE: i" = V-0" VVMLL <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 />SECTION VIEW "D11. <br />SCALE: 1" = V-0" <br />PLYWOOD <br />FILLER STRIPS ADDED 4 <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />—2x SYP CUT TO FIT <br />BEARS IN WALL <br />-----2xl 2 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL_ <br />SCALE: I"= V-10" <br />2x4 GLUED <br />AND NAILED <br />U11 <br />SECTION D-D. <br />G GLUED AND <br />2x4 SPF NOSING GLUED AND <br />I N <br />SCALE: 1 V-0" <br />T H NOSING ON <br />NAILED MATCH NOSING ON <br />C <br />OTHER TREADS <br />0 THER TREADS <br />61� <br />6'. <br />—3/4 PLYWOOD <br />ON DECK <br />3/4" RISER CUT TO FIT <br />2x4 SYP BLOCKING X <br />MAINTAIN BETWEEN 1/4" <br />Z) <br />FOR STRAP (SIMPSON <br />H <br />2x4 SYP BLOCKING <br />AND 1/2" GAP TOP AND <br />NIT S12 w/ (14) 10d x 1 <br />x8 SYP GLUED <br />FOR STRAP <br />BOTTOM, GLUED AND <br />1/2" NAILS) <br />AND NAILED TO <br />(SIMPSON MTS12 w/ <br />NAILED TO STRINGER <br />, <br />FRAMING <br />(14) 1 Od x 1 1/2" <br />2-x4 DRAFT 2x12 <br />NAILS) <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED <br />NAILED----\ <br />2x <br />2x <br />D FT STIP <br />D FTS P <br />2x4 PT NOTCHED INTO <br />I LLJ <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />f2x8 SYP DRYWALL STOP MUST <br />STRINGER AND TAPCONED <br />\7L2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU <br />NOT TOUCH STRINGERS <br />L;2x4 <br />INTO FLOOR WITH GLUE---' <br />NOT TOUCH STRINGERS <br />AT STRINGER CONTACT <br />BLOCK IN KNEEWALL FOR 2x12 NAILING <br />AT STRINGER CONTACT <br />- 'ED AND NAILED TO STRINGER <br />POINTS <br />x4 GLUED AND NAILED TO STRINGER <br />POINTS <br />FOR DRYWALL SPACING <br />B <br />FOR DRYWALL SPACING <br />H <br />SECTION VIEW <br />H <br />SCALE: v-0,; <br />SECTION VIEW "E" <br />SCALE: 1 " = T-0" <br />SECTION VIEW <br />SCALE: ", = v-w <br />2 <br />OIN <br />F <br />-2x4 <br />ST( <br />2x4 <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />SECTION VIEW 11CIII <br />SCALE: 1 " = V-0" <br />FLOOR TRUSS OR CONN. TO BOTTOM <br />GIRDER. FIELD VERIFY OF NEWEL POST <br />(2) LAYER J" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 3,,X <br />4 16" LVL <br />ATTACHED W1 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />.SECTION VIEW "G11 - <br />SCALE: I"= V-10" <br />SECTION VIEW <br />111=11-O'. <br />SCALE: 7 <br />PER CONTRACTOR <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 />NEWELPOST <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE.5) SCALE: AS NOTED <br />SCALE: I"= T-0" <br />'WALL JOINT <br />YWALL TO <br />/ER JOISTS) <br />STUD NAILED AND <br />JED TO TOP PLATE <br />CUT INTO RIM BAND, <br />)ED AND NAILED TO <br />�RING WALL BELOW <br />'WALL JOINT <br />YWALL TO <br />/ER JOISTS) <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 />2X STR14R <br />2 0 <br />X B CKING—\ <br />q <br />SIMPSON MTS w/ <br />2 <br />(14) 1 Od x 1 1/2" NAI ILS <br />DOR <br />3 <br />2X BLOC ING <br />RIS R <br />VARIES,, <br />SECTION VIEW 111-111 <br />SCALE: 1 " = V-0" <br />LIJ <br />C�,- C= <br />cc CJ C-� <br />ca C'4 <br />U- >< <br />to a. <br />cz 1. <br />fA <br />(D cz cc <br />Cj <br />Q) Q <br />Q: cj"= �z <br />311: to <br />Cj <br />Q- Q <br />C14 <br />V3 <br />CV <br /><) <br />"A�l <br />�X\ <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages beading <br />Engineer's signature and seal. <br />8 <br />s <br />cc: <br />0 <br />00 EA r- <br />q: u- <br />-j Lu <br />CO LL u- 3� <br />L Lu <br />0 se <br />- <br />cu r- <br />13 a 5.� <br />9 Z� �e <br />w 0 <br />cp '=f 30: <br />W 05 M uj <br />z 00 ��O-�� <br />U') ce) Z �: <br />L <br />< <br />b <br />0 < L) <br />z <br />0 r <br />(D <br />;o� fz <br />C> <br />W <br />Ln <br />4 .. I <br />L-U <br />U <br />Q)- <br />0 LLJ <br />V) <br />LLJ <br />421 E <br />— <br />8 <br />-M <br />U <br />z <br />U <br />C6 E <br />z <br />0 <br />Z <br />< <br />E 8 <br />C, <br />'o <br />00 <br />E <br />0, <br />0, <br />. I <br />< <br />wo <br />z <br />U3 <br />z< <br />.0 <br />o-, <br />z <br />no <br />00 <br />C) <br />< <br /><0 <br />E <br />0-1 <br />0 <br />o <br />M1 <br />CC <br />LO <br />L0 <br />< <br />0 <br />(3) <br />co <br />0 <br />Q0 CL <br />(0 <br />04 0 <br />Cr 0 <br />CN <br />. . <br />U) <br />LO <br />0 <br />< <br />L0 <br />co C14 <br />CD <br />U-) <br />U') <br />CN <br />cc <br />6 <br />E <br />L0 <br />LO <br />0 <br />CU <br />=3 <br />E q= <br />CU <br />E <br />0 0 M <br />0 -j < 0 <br />a) <br />-j <br />30B <br />NO: 23- 6135 <br />SCALE : AS NOTED_ <br />SHEE7 NO. <br />ST <br />