Laserfiche WebLink
3 <br />v <br />x <br />w <br />N <br />i <br />N <br />v <br />V�1 <br />0 <br />O <br />N <br />N <br />a <br />01 <br />N <br />lU <br />C <br />v�i <br />rn <br />C <br />Q <br />N <br />N <br />E <br />E <br />0 <br />0 <br />c <br />c <br />CD <br />CD <br />t7 <br />01 <br />O <br />�I <br />Z <br />i <br />a <br />0 <br />c <br />0 <br />J <br />v <br />tz <br />M <br />CV <br />O <br />00 <br />0 <br />0 <br />a <br />N <br />N <br />0 <br />w <br />Cr <br />Q <br />m <br />v <br />rn <br />SCALE: ? = 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 />V VMLL <br />10 <br />------------ <br />3YP CUT TO FIT I <br />kRS IN WALL <br />--2x12 SYP <br />BEARS IN WALL <br />, B <br />2x6 SYP <br />/2x4 PT NOTCHED INTO STRINGER <br />AND NAILED TO FLOOR WITH GLUE <br />AT STRINGER CONTACT POINTS \ <br />(IEW "A11 <br />SCALE: 1" = 1'-0" <br />E <br />I PT NOTCHED INTO STRINGER <br />D NAILED TO FLOOR WITH GLUE — <br />STRINGER CONTACT POINTS <br />SECTION VIEW "D" <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED " PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-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 />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) / <br />SECTION VIEW 11611 <br />SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />l� 2x4 SYP BLOCKING <br />FOR STRAP <br />/ <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />SECTION <br />VIEW "Ell <br />SCALE: 1" = 1'-0" <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />—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 <br />STOP <br />—2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />--2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 C <br />ROVIDE MOISTURE <br />PROTECTION <br />LATTACH ALL COMPONENTS <br />STAIR TO CONC. W/ 4" X <br />TAPCONS @ MAX. 32" O.C. <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ 4" X \ NAILED TO STRINGER <br />2 4" TAPCONS @ MAX. 32" O.C. / <br />G-1 <br />TOP OF <br />STRINGER <br />SECTION VIEW IIC11 <br />SCALE: 1" = 1'-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, <br />FIELD VERIFY OF NEWEL POST <br />THE BLOCK <br />STOP <br />PER CONTRACTOR <br />PROVIDE <br />—2x8 SYP DRYWALL STOP <br />BLOCKING <br />MUST NOT TOUCH <br />STRINGERS <br />G <br />--2x4 BLOCKING FOR 2x12 <br />SIMPSON A35 <br />2x4 PT UNDER 2x12 <br />t <br />OR LSC EACH <br />STRINGER <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(2) LAYER" 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 2LVL <br />FROM JOIST TO JOIST, USE <br />NAILED TO SUPPORT <br />a"X16" <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 />NEWEL POST <br />SECTION VIEW "G11 BLOCKING <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />DRAFTS P DRAFTS P � III, I I III I I I I I I I I I I I I I I I I I I <br />2x4 PT NOTCHED INTO 2x4 PT NOTCHED INTO l <br />Ilk <br />11111 <br />2x8 SYP DRYWALL STOP MUST[�t 2x8 SYP DRYWALL STOP MUST <br />STRINGER AND TAPCONED STRINGER AND TAPCONED NOTE: 2x8 <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS INTO FLOOR WITH GLUE --`NOT TOUCH STRINGERS DRYWALL STOP SECTION VIEW <br />AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING AT STRINGER CONTACT LGLUED AND NAILED TO STRINGER NOT SHOWN <br />POINTS 1x4 GLUED AND NAILED TO STRINGER POINTS FOR DRYWALL SPACING F <br />E FOR DRYWALL SPACING B _ SCALE: 2" = 1'-0" <br />H H SECTION VIEW E SECTION VIEW STAIR CONSTRUCTION DETAILS <br />SCALE:' = 1'-0" _ SCALE: 7' = 1'-0" (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />L JOINT <br />-L TO <br />GISTS) <br />D NAILED AND <br />'0 TOP PLATE <br />INTO RIM BAND, <br />AND NAILED TO <br />'WALL BELOW <br />L JOINT <br />-L TO <br />GISTS) <br />H <br />2X STRING R <br />2X B OCKING <br />OPSON MTS 2 w/ <br />I) 10d x 1 1/2" NAILS <br />D OR <br />3 <br />2X BLOC ING <br />RIS R <br />VARIES <br />►ECTION VIEW 11u11 <br />SCALE: 1" = T-0" <br />a� <br />9% <br />cs <br />o <br />cv <br />•.� <br />C, <br />Q <br />0- <br />0- <br />cc ® - <br />H <br />a,N� <br /><c � <br />CD <br />c <br />d ® 7- a <br />v .3 en <br />m w m.c <br />ao m <br />9n cs <br />c E <br />R <br />O_ C.i <br />M <br />fV <br />0 <br />CV <br />0 <br />0 <br />M <br />o <br />9ggqq',]SE,sjN <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained <br />within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and <br />seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />to <br />W <br />M 8 <br />N <br />@ � <br />O 7 � �i N <br />(fi co C-, <br />N <br />w w <br />d <br />d M 1! <br />Q J� Li <br />-- _ <br />0 <br />w° <br />o_ C') <br />z <br />0 <br />o <br />rn <br />_ m c v <br />Z <br />rho <br />D <br />o <br />OR <br />�i 5 (0 h (O <br />o <br />m J m <br />W05 co ' <br />J <br />a N Mz <br />w <br />O H <br />z OU <br />❑❑❑ <br />Z <br />W <br />CD <br />Z N M <br />00 <br />N <br />� o <br />Q n <br />13 <br />N <br />M <br />^N' a <br />C o <br />W� ) LL <br />T C!J <br />LIJ <br />w o <br />N w <br />�L40�_ <br />U <br />lowr s <br />°I <br />U o <br />Q 0 <br />m <br />N <br />o <br />w <br />M <br />ch <br />J <br />¢ <br />Z <br />Z <br />Z <br />a <br />ri <br />O_ Q <br />¢ <br />Z. <br />>� <br />a_¢� <br />E U <br />OW tLL- <br />Z® <br />❑a <br />H !t7 <br />CL <br />00 <br />O E <br />E <br />❑U <br />� f0 <br />+4-7 <br />�z❑ <br />O <br />wz <br />1 1 <br />20 <br />� <br />V <br />0 <br />Zzz <br />m � <br />J <br />�m <br />e <br />F <br />0w <br />gz <br />0 3 <br />�pw <br />on <br />Jo <br />T� <br />N� <br />m� <br />S <br />=co <br />o <br />as <br />�o <br />v <br />zla <br />a <br />° 3 <br />0 <br />� O <br />a) <br />> M <br />I1/ <br />O <br />rn <br />m <br />m <br />0 <br />L00 <br />co LO <br />0 <br />LO <br />Q <br />6 J <br />N <br />� m >1 <br />N <br />}i 0 <br />'^ <br />u <br />LL <br />O <br />-lid <br />In <br />C:)tr"1 <br />O <br />'V^, <br />,_' <br />N <br />Q � -- <br />Ir <br />CD �C j <br />QQ <br />o <br />z <br />z <br />vi <br />Oto <br />� <br />CU <br />� <br />U <br />c <br />a <br />Q p <br />JOB <br />NO: 23-02469 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />