Laserfiche WebLink
3 <br />Q <br />00 <br />0 <br />LD <br />c <br />V) <br />0 <br />.o <br />u7 <br />0 <br />0 <br />0 <br />rn <br />M") <br />O <br />I <br />00 <br />L0 <br />u7 <br />0 <br />cn� <br />0 <br />0 <br />M <br />0 <br />~? <br />r- <br />rn <br />N <br />O <br />I <br />N <br />L <br />u7 <br />21 <br />C <br />0 <br />0 <br />3 <br />Q <br />N <br />0 <br />E <br />F2 <br />E <br />0 <br />0 <br />C <br />N <br />N <br />r7 <br />0 <br />U <br />O <br />C <br />0 <br />�i <br />.o <br />U <br />.a <br />i <br />z <br />N <br />i <br />0 <br />0 <br />:a <br />0 <br />U <br />J <br />LZ <br />N <br />N <br />M <br />N <br />ei <br />a <br />0 <br />a <br />cV <br />0 <br />V) <br />Q <br />0 <br />i= <br />m <br />a� <br />0 <br />Cn <br />SCALE: 2' = 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 />MALL <br />SECTION V <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 2x12 <br />A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN""' / <br />�� AND 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 XX <br />STOP <br />2x8 SYP DRYWALL STOP MUST <br />3YP CUT TO FIT <br />NOT TOUCH STRINGERS <br />i <br />% 7///7-1 <br />%RS IN WALL <br />2x12 SYP <br />BEARS IN WALL x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 �f <br />2x6 SYP tCONC, <br />DE MOISTURE <br />CTION <br />LZATTACHTS <br />2x4 SYP BLOCKING XAND NAILED TO FLOOR WITH GLUE FOR STRAP2x4 PT NOTCHED INTO STRINGER O.C.(SIMPSON MTS12 w/ <br />AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS 1x4 <br />/ \ OF STAIR TO CONC. W/a' X \ NAILED TO STRINGER <br />/ 2 T" TAPCONS @ MAX. 32" O.C. / <br />I EW "A" <br />SECTION VIEW "B" <br />SCALE: 1" = V-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />/ 1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />TOP OF <br />STRINGER <br />STRINGERS <br />E--j 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />2x4 SYP BLOCKING <br />FOR STRAP <br />> PT NOTCHED INTO STRINGER (SIMPSON14)10d M/2" N I <br />D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) <br />STRINGER CONTACT POINTS / <br />IEW "D" SECTION VIEW "E11 <br />SCALE: 1" = V-0" 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" = V-0" <br />2x4 GLUED <br />AND NAILED <br />SECTION D—D <br />SCALE: 1" = V-0" <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 />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 —\ i <br />NAILEC <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT <br />STRINGER CONTACT <br />POINTS <br />I�7L2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />1x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: 1' = V-0" <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT - <br />STRINGER CONTACT <br />POINTS <br />�7 <br />R <br />0 <br />H � 2x4 SYP BLOCKING <br />/ FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" NAILS) <br />L <br />L2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />SCALE: 2" = V-0" <br />-3/4 PLYWC <br />ON DECK <br />2x8 SYP <br />AND NAI <br />FRAM I N( <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKI <br />C—� <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />SECTION VIEW "C" <br />FLOOR TRUSS OR <br />GIRDER, FIELD VERIFY <br />(2) LAYER 2" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 j"X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = V-0" <br />SE <br />CTION VIEW <br />SCALE: �' = 1'-0" <br />SCALE: 1" = V-0" <br />CONN. TO BOTTi <br />OF NEWEL POST <br />PER CONTRACT, <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" = T-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 />JED TO TOP PLATE <br />CUT INTO RIM BAND, <br />JED AND NAILED TO <br />BRING WALL BELOW <br />MALL JOINT <br />YWALL TO <br />JER JOISTS) <br />L POST LET INTO <br />'LOCK <br />IDE <br /><I NG <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />=1 r)r)R <br />TRUSSES <br />H <br />2X STRING R <br />2X B OCKING <br />SIMPSON MTS 2 w/ <br />(14) 10d x 1 112" NAILS <br />D OR <br />3 <br />2X BLOC ING <br />RIS R <br />L2i-----1--� <br />VARIES <br />SECTION VIEW "H" <br />SCALE: 1" = V-0" <br />� 1 <br />C .. <br />f <br />ro <br />r" <br />0 Uj <br />CV <br />CV <br />O <br />fV <br />M <br />CV <br />F, Q <br />C,. <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 />H C, <br />W v o, <br />r i p M O <br />U N <br />O N J <br />.Y J 0 =� N Xk 11 d <br />ID M" Y <br />Q 0- <br />cU a� <br />JLLL <br />z-�� o <br />0o� <br />.cc� S <br />a �.@�� x OLu <br />a <br />Z 28 N mZ �tn0 <br />IL <br />a O U U 0 <br />z <br />W 11El11 <br />M `n <br />z N <br />a� <br />Z � CD <br />JIM <br />z o <br />¢ d: <br />J <br />M <br />U <br />N^ z <br />W o <br />w m <br />O w o <br />N Ly N <br />�N U) <br />f6 r- .3 <br />U <br />LU J <br />r— — E <br />m� <br />U a N <br />¢ N Y <br />N m <br />� <br />m <br />r_ <br />o <br />ffi <br />z <br />chi <br />M <br />z Z <br />o 5 <br />4 <br />'l <br />E <br />E o <br />O <br />106 rd5z <br />1 <br />U O <br />U <br />o, <br />O <br />O <br />cli <br />a b <br />ao <br />a Z <br />¢w <br />L <br />Q <br />0 <br />'K <br />) <br />Z❑Z <br />Q <br />p Y <br />"m <br />0 <br />O z <br />w <br />�- <br />J <br />a`° <br />�z <br />3 <br />oa <br />go <br />wa <br />oz <br />i <br />O ~ <br />O <br />co <br />u <br />�0 <br />o� <br />v <br />zt <br />¢ <br />�3 <br />p <br />J <br />W <br />L O <br />l,!') <br />N <br />m <br />ca <br />Q <br />cD <br />I— <br />L O <br />O <br />O <br />Y <br />� o <br />m <br />lb <br />QI <br />0 <br />O <br />N <br />0 <br />04 <br />-0 <br />L0 <br />CM <br />N <br />r <br />ch <br />CV) <br />ai <br />m <br />CV <br />L O iii 04 <br />o <br />Z <br />Z <br />E 0 <br />c <br />m <br />a <br />E <br />U Q p <br />JOB <br />NO: 22-02397 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />