Laserfiche WebLink
s <br />w <br />N <br />x <br />m <br />N <br />IR <br />v <br />C <br />Cr <br />0 <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 />\ 0., <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 4" <br />AND 2' 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 />SYP CUT TO FIT i <br />%RS IN WALL <br />2x12 SYP <br />BEARS IN WALL x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 cr� <br />2x6 SYP ROVIDE MOISTURE <br />PROTECTION <br />LATTACH ALL COMPONENTS <br />2x4 SYP BLOCKING STAIR TO CONC. W/ 4' XAND NAILED TO FLOOR WITH GLUE FOR STRAP 2x4 PT NOTCHED INTO STRINGER TAPCONS @ MAX. 32" O.C. <br />(SIMPSON MTS12 w/ <br />AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND <br />NAILS) OF STAIR TO CONC. W/ Jq" X NAILED TO STRINGER <br />2 4" TAPCONS @ MAX. 32" O.C. / <br />(I EW "A" <br />SCALE: 1" = V-0" <br />SECTION VIEW "B" G . --- <br />SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />TOP OF <br />STRINGER <br />E <br />2x4 SYP BLOCKING <br />FOR STRAP <br />I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" <br />STRINGER CONTACT POINTS \ NAILS) <br />MALL <br />SECTION VIEW "D" <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED a' PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = T-0" <br />0 <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />SCALE: 1" = 1'-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 <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAP2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLUCONED NOT TOUCH STRINGERS <br />AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS 1x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: 4" = 1'-0" <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE — <br />AT STRINGER CONTACT <br />POINTS <br />•J <br />H 2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />2x <br />DRAFT ST <br />SECTION VIEW "'E" <br />SCALE: 1" = 1'-0" <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />X <br />GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H <br />E SECTION VIEW <br />_ SCALE: 4" = 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 />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />SECTION VIEW "C" <br />SCALE: 1" = V-0" <br />�- 1x4 GLUED AND NAILED TO STRINGER <br />\ FLOOR TRUSS OR CONN. TO BOTTOM <br />NEWEL POST LET INTO <br />-2x4 DRAFT <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />THE BLOCK <br />STOP <br />PER CONTRACTOR <br />r2x8 SYP DRYWALL STOP <br />PROVIDE <br />BLOCKING <br />MUST NOT TOUCH <br />STRINGERS <br />—2x4 BLOCKING FOR 2x12 <br />SIMPSON A35 <br />F1 <br />BLOCKING <br />2x4 PT UNDER 2x12 <br />OR LSC EACH <br />STRINGER <br />FOR <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(2) LAYER a' EDGE GOLD <br />PROVIDE SOLID BLOCKING <br />(GLUED AND NAILED) <br />OPTION: 2X4 CUT ON <br />OSB OR PLYWOOD <br />BELOW ALL NEWEL POST <br />BEVEL GLUED AND <br />OR 1 4'X16" LVL <br />FROM JOIST TO JOIST. USE <br />NAILED TO SUPPORT <br />ATTACHED W/ 12d NAILS <br />2 X 12 BLOCKS, GLUED AND <br />FLOOR <br />W/ SIMPSON H3 <br />@ 6" O.C. TOP, BOTTOM <br />NAILED TO JOIST. <br />TRUSSES <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = T-0" <br />F SECTION VIEW <br />SCALE: �, = 1'-0" <br />NEWEL POST <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = T-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />)TOP PLATE <br />NTO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H-\ <br />L <br />/ M "--\ <br />2X BLOCKING <br />PSON MTS'112 w/ <br />10d x 1 1 /2" NAILS — <br />N OR <br />RISLR <br />VARIES <br />ECTI ON VIEW "H" <br />SCALE: 1" = 1'-0" <br />cv <br />e.d <br />c� r <br />c <br />A <br />L <br />a' U> W <br />oLQ <br />ftn <br />V C <br />— -o ,C <br />Cc a <br />cv <br />W N :_ <br />d Eo, Z, <br />cc <br />CD <br />C, <br />N Q_•Q <br />= E <br />'O o <br />� ee <br />° o fir'"%, <br />o <br />• <br />era <br />_ <br />r rZ o a <br />IOU <br />arFvg `L t �'�: sPCJ <br />lie <br />isle <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and sped iicat ons contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential An 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 />v W <br />v <br />o <br />IQ N <br />o <br />V y - (0r <br />i <br />N�ov <br />N N 0 w <br />Q C J u- w <br />CoLL L- ' 4. <br />w <br />0 <br />J, Ez S2i <br />Z may asV, <br />s a W o^ CD p <br />W - 0 m w <br />O U <br />z N <br />C, <br />CO 0 <br />z <br />� 0 <br />� ¢¢N <br />4 <br />n_ �:; <br />M <br />CD _ <br />0 <br />u- <br />X <br />N <br />W <br />� <br />U <br />,U g <br />LA may, N <br />wa <br />) <br />U <br />cab <br />I <br />U o 4 <br />U) <br />¢ N <br />A <br />r` <br />c <br />w <br />m <br />z, <br />o <br />Z <br />a <br />U- <br />LL <br />a E <br />E O <br />tt <br />wo <br />QO <br />wj <br />>o <br />QN <br />Z® <br />oa <br />Co <br />o E <br />N <br />�0 <br />ta <br /><o <br />0° <br />a <br />Q <br />0w <br />L <br />Z <br />m O <br />ID <br />- <br />or <br />U <br />"m <br />oLL <br />Z <br />'z <br />W. <br />3 <br />aw <br />O � <br />o <br />U <br />d <br />W <br />�3 <br />ire=k <br />`& <br />aLL <br />�.a <br />� <br />o <br />wa <br />3 0 <br />o <br />a10 <br />= <br />o< <br />za <br />o <br />o3 <br />0 <br />c 0 <br />} (y) <br />O <br />L <br />co '1 <br />T <br />T <br />T <br />Cr <br />N <br />CL <br />U m <br />LO <br />O <br />o <br />C'4 <br />� <br />C)CD <br />N <br />T <br />N <br />6 <br />w CV <br />00 LO <br />o <br />z <br />N <br />z <br />_ <br />ri <br />E r- ti <br />`m <br />C <br />a <br />U Q p <br />JOB <br />NO: 22-06454 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />