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U I j <br />C) <br />C14 <br />C:, <br />C) <br />I <br />PO <br />C14 <br />L0 <br />C3 <br />V) <br />0 <br />-0 <br />Q <br />a <br />C 1 <br />tl- <br />PI) <br />E <br />FE <br />C', <br />0 <br />E <br />0 <br />0 <br />a <br />.2 <br />0 <br />L) <br />LZ <br />C'4 <br />Lo <br />CL <br />C�4 <br />C> <br />C'4 <br />!�2 <br />Lo <br />V) <br />SCALE: 4" = V-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 />\ 6, <br />VVMLL <br />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x1 2 <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN <br />AND -1" GAP TOP AND <br />2 <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER 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 />:f jNOT TOUCH STRINGERS <br />3YP CUT TO FIT <br />%RS IN WALL <br />—2x12 SYP B L <br />BEARS IN WALL 2x4 BLOCKING FOR 2x1 2 <br />2x4 PT UNDER 2x12 <br />—2x6 SYP ROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OVIDE MOISTURE/ <br />PROTECTION <br />LA A HA COMPONEN S <br />TT C LL <br />P BLOCKING OF STAIR TO CONC. W/1" X <br />4 <br />FOR STRAP 3 T P 0 X .0 C <br />2x4 PT NOTCHED INTO STRINGERA, 2 J" TAPCONS @ MAX. 32" O.C. <br />(SIMPSON MTS12 w/ <br />AND NAILED TO FLOOR WITH GLUE x U <br />(14) 1 Od x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND <br />AT STRINGER CONTACT POINTS I L To ST I <br />NAILS) OF STAIR TO CONC. W/ 1" X NAILED TO STRINGER <br />4 <br />2 J" TAPCONS @ MAX. 32" O.C. <br />(I EW "All SECTION VIEW "B" <br />SCALE: 1 V-011 SCALE: 1" = V-0" <br />GN THIS STUD WITH FACE OF 2nd RISER <br />6", <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 G <br />E-7 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />CH <br />2x4 PT UNDER 2x12 OR LSC EACH <br />2x4 SYP BLOCKING <br />FOR STRAP <br />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 />CTION VIEW "D11 <br />SCALE: 1 1'-0" <br />PLYWOOD <br />x SYP CUT TO FIT <br />BEARS IN WALL <br />x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1 " = V-0" <br />ER <br />JED <br />,ILED <br />SECTION D-D <br />- <br />—3/4 PLYWOOD <br />ON DECK <br />3/4" RISER CUT TO FIT <br />2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" <br />FOR STRAP (SIMPSON <br />"�'�x8 <br />AND 1/2" GAP TOP AND <br />MTS12 w/ (14) 10d x 1 <br />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 />NAILEE' <br />ADRAFT ST�P <br />2x4 PT NOTCHED INTO I - <br />STRINGER AND TAPCONED x8 SYP DRYWALL STOP MUST <br />V NOT <br />INTO FLOOR WITH GLU OUCH STRINGERS <br />i <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 />SECTION VIEW. <br />SCALE: '12" = T-0" <br />2x4 PT NOTCHED INTO I <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />SCALE: 1 " = V-0'; <br />H 2x4 SYP''BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 1 Old x 1 1/2" <br />IT NAILS) <br />SECTION VIEW "Ell <br />SCALE: 1 " = V-0" <br />L"t2x8 SYP DRYWALL STOP MUST <br />/ NOT TOUCH STRINGERS <br />1 X4/ <br />GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H <br />SECTION VIEW <br />SCALE: 4" = 1'-v <br />-3/4 PLYWC <br />ON DECK <br />--2x8 SYP <br />AND NAI <br />FRAMfN( <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKI <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W1 SIMPSON H3 — <br />SECTION VIEW licif <br />FLOOR TRUSS OR <br />GIRDER, FIELD VERIFY <br />(2) LAYER 2" EDGE GOLD <br />4 <br />OSB OR PLYWOOD <br />OR 11 X 16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "Gll <br />SCALE: V= V-131" <br />SECTION VIEW <br />SCALE: 1' = T-01. <br />2 <br />SCALE: 1 " = V-0" <br />CONN. TO BOTTOM <br />OF NEWEL POST <br />PER CONTRACTOR <br />PROVIDE SOLID BLOCKING <br />BELOWALL NEWEL POST <br />FROM JOIST TO JOIST. USE <br />2 X 12 BLOCKS, GLUED AND <br />NAILED TO JOIST. <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 />NEWEL POST. <br />BLOCKING_ <br />SCALE: 1 " = T-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF I 1X17 REDUCE SCALE.5) <br />SCALE: AS NOTED <br />JOINT <br />- TO <br />)IST8) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <br />JOINT <br />- TO <br />)ISTS) <br />2X STRING� R <br />2X B OCKING , F <br />I <br />PSON MTS 2 W/ <br />1 Od x 1 1/2" NAILS <br />�3 D 0 R <br />2X BLOC ING <br />IR <br />R S <br />VARIES <br />ECTION VIEW "H11. <br />SCALE: 1 " = T-0" <br />C%j <br />C= <br />C%j <br />Co <br />LU <br />C3 <br />" <br />:�S C= <br />CL 15 <br />a M <br />cc= <br />-= CN <br />z Tz <br />CU C3 <br />Cr <br />E <br />go VVIV <br />AS E <br />dl� <br />� v, "'j <br />% <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifirations 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 engineedng portions of the drawing pages bearng <br />Engineers signature and seal. <br />W <br />'IT <br />c, E <br />F jig c:> v) 0 <br />, <br />W, IN <br />0 <br />Lo <br />rc:, 11 <br />cl*,-4 U <br />co u LU <br />IL <br />Lu <br />CU <br />co <br />C <br />W 0 0 <br />C, <br />W U) Co <br />z 0 <br />C0 Z <br />LL <br />R 0 <br />6 <br />"I z 0 U) <br />9 r. W El <br />0 20 <br />U) <br />Ln <br />.2 <br />4-1 <br />Q0 <br />)- <br />L.0 <br />V) <br />W <br />'U"L <br />(10 <br />0-aw E <br />;n <br />< 0 <br />Cl> <br />0 <br />U- <br />ca E <br />2 <br />g <br />Z o <br />E <br />Co ns <br />< <br />mo <br />00 <br />E <br />10 <br />< <br />0< <br />�� z <br />z <br />1. <br />-C3 C: <br />C: <br />H <br />0 <br />z <br />z <br />�! <br />M Q) <br />w <br />012 <br />1z <br />0 <br />0 <br />WC) <br />MT, <br />0 <br />10 <br />N <br />3: <br />3 <br />2 C) <br />cvi <br />0 <br />CU <br />(D <br />co ILO <br />Q <br />�2 <br />LO <br />C) <br />C') <br />0 <br />N <br />V) C5 <br />LO <br />CZ4 <br />Ln <br />E <br />-E CY) <br />0 <br />z <br />E <br />M <br />E <br />0 0 <br />0 <br />JOB <br />NO: 23-06112 <br />SCALE : AS NOTED <br />SHEE7 NO. <br />ST <br />