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-v <br />m <br />LO <br />(30 <br />ro <br />L <br />v <br />r <br />V) <br />19 <br />6 <br />0 <br />LO <br />co <br />O <br />L0 <br />0 <br />cc <br />co <br />co <br />J <br />co <br />C] <br />I <br />rn <br />N <br />d <br />�I- <br />ID <br />v <br />rnp0- <br />.C? <br />C <br />3 <br />Q <br />CY <br />C7 <br />0- <br />E <br />w <br />0 <br />`v <br />J <br />c� <br />N <br />N <br />0 <br />0 <br />d. <br />N <br />N <br />v <br />0 <br />U <br />m <br />t) <br />SCALE: I" = 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 GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS" <br />61� <br />vVnLL <br />SECTIO <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />Fj <br />3YP CUT TO FIT <br />IRS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />—2x6 SYP <br />/2x4 PT NOTCHED INTO STRINGER <br />AND NAILED TO FLOOR WITH GLUE <br />AT STRINGER CONTACT POINTS \ <br />,I EW "A" <br />SCALE: 1" = 1'-0" <br />I ALIGN THIS STUD WITH <br />(,SIIVIYJUIV An I Woe W/ <br />04) 10d x 1 1/2" <br />NAILS) <br />---1 <br />SECTION VIEW "B" <br />SCALE: 1" = T-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />�y <br />r <br />E7 <br />2x4 SYP BLOCKING <br />FOR STRAP <br />PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />D NAILED TO FLOOR WITH GLU ) x 1 1/2" <br />NAILS) <br />STRINGER CONTACT POINTS NAI <br />N VIEW "D" <br />SCALE: 1" = 1'-0" <br />PLYWOOD <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />r94� x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />SECTION D—D <br />SCALE: 1" = 1'-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 />2x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED <br />NAILEC <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <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 />SCALE: = 1'-0" <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />L 2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />x GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />E SECTION VIEW <br />SCALE: �' = 1'-0" <br />-3/4 PLYWC <br />ON DECK <br />--2x8 SYP <br />AND NAI <br />FRAMIN( <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKI <br />C - -I <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />2x12 SYP <br />SCAB <br />2x4 GLUED AND NAILED (EACH <br />STRINGER <br />SIDE) <br />TO BOTTOM EDGE OF 2x12 <br />—3/4" RISER CUT TO FIT <br />STRINGER <br />MAINTAIN BETWEEN 4" <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 STRAP GLUED TO <br />—2x4 DRAFT RISER AND TREAD <br />STOP <br />—2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />BLOCKING FOR 2x12 <br />PT UNDER 2x12 <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ �' X <br />2 4' TAPCONS @ MAX. 32" O.C. <br />1x4 GLUED AND NAILED TO STRINGER <br />.-2x4 DRAFT <br />STOP <br />r2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />TOP OF <br />STRINGER <br />STRINGERS G <br />---2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />STRINGER— <br />ROVIDE MOISTURE <br />PROTECTION <br />LATTACH ALL COMPONENTS <br />STAIR TO CONC. W/ 4" X <br />TAPCONS @ MAX. 32" O.C. <br />1x4 GLUED AND <br />NAILED TO STRINGER <br />SECTION VIEW "C" <br />FLOOR TRUSS OR <br />GIRDER, FIELD VERIFY <br />OPTION: 2X4 CUT ON y (2) LAYER 4" EDGE GOLD <br />BEVEL GLUED AND OSB OR PLYWOOD <br />NAILED TO SUPPORT OR 1 4'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 />SCALE: 1" = 1'-0" <br />CONN. TO BOTTOM <br />OF NEWEL POST <br />PER CONTRACTOR <br />F-1 <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 />SCALE: 1 1'-0" <br />F SECTION VIEW <br />SCALE:" = 1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />L JOINT <br />LL TO <br />IOISTS) <br />D NAILED AND <br />'0 TOP PLATE <br />INTO RIM BAND, <br />i,ND 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 />L JOINT <br />LL TO <br />IOISTS) <br />H <br />2X STRING R <br />2X B OCKING <br />VIPSON MTS 2 w/ <br />1)10d x 1 1/2" NAILS <br />D <br />IR3 <br />2X BLOC ING <br />RIS R <br />VARIE <br />►ECTION VIEW 11H11 <br />SCALE: 1" = 1'-0" <br />CLh p <br />Cc ca m <br />�CL <br />N <br />CU <br />QZ .� <br />cs <br />Cl> <br />0 <br />N <br />' r O <br /><ijf'�. <br />F � <br />To the best of the Engineer's knowledge, Information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />M <br />W v EE <br />Am <br />O N �V <br />V N O # <br />Lq4 <br />�N00� <br />a a <br />a se <br />�uL (LU� <br />Z <br />J <br />cc <br />Z N <br />�@o c°,° <br />Wi 7 @N� 09 6 <br />W cflnM0)M < z <br />w <br />BZN M Z U OU <br />z <br />V ❑�❑ <br />W <br />0 <br />O <br />4 <br />Q <br />�7 <br />N <br />M <br />C <br />0{ 0 <br />LU <br />c' . <br />U <br />O LU <br />Oft <br />CCS 6-- <br />V � <br />LLI <br />r <br />a <br />� +✓ O N <br />0 0 <br />a <br />N OJIM <br />O <br />ALA p <br />w <br />M <br />M <br />Z ¢ <br />Z <br />Q <br />E <br />E <br />g� <br />zo <br />H (67 <br />20 <br />00 <br />O E <br />C <br />CM)z <br />o <br />ww <br />c� <br />¢z <br />mo <br />0z <br />m J <br />o <br />0 <br />oW <br />Qzz <br />zz <br />(D <br />w <br />m ti <br />¢ <br />O <br />M <br />V <br />w <br />olq <br />a <br />�� <br />J <br />L , <br />LOm <br />� <br />O <br />a- <br />C) Y +r <br />CD <br />m <br />m <br />LO <br />T <br />r� <br />O rn M <br />ca <br />04 <br />Q <br />N <br />O <br />LO <br />LO <br />C'7 <br />d' <br />r <br />M <br />M <br />o <br />Z <br />E O N <br />E <br />c <br />a <br />U J Q p <br />J <br />JOB <br />NO: 23-03655 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />