Laserfiche WebLink
v <br />N <br />cca <br />I <br />N <br />M <br />v <br />v- <br />0 <br />0 <br />1 <br />L0 <br />0 <br />J <br />rn <br />N <br />i <br />N <br />I <br />r14 <br />d- <br />1 <br />N <br />M <br />z <br />v <br />v <br />v- <br />cn <br />0 <br />a <br />C <br />0 <br />L0 <br />00 <br />N <br />i <br />N <br />i <br />i <br />N <br />r <br />C) <br />L <br />v <br />N <br />i <br />C <br />a <br />r14 <br />N <br />0 <br />v <br />0— <br />v <br />d] <br />S <br />L <br />0 <br />c <br />C <br />J <br />a <br />c <br />0 <br />0 <br />v <br />J <br />LZ <br />M <br />CV <br />0 <br />CN <br />0 <br />0 <br />5 <br />a <br />CN <br />0 <br />w <br />CN <br />v <br />0 <br />M <br />w <br />M <br />m <br />a� <br />v <br />cn <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 GLUT <br />NAILED MATCH NOS <br />OTHER l <br />0, <br />/ <br />V VFiL L <br />,r —A <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />/ P � T ` ___ \ / <br />SYP CUT TO FIT <br />ARS IN WALL I <br />2x12 SYPE3 <br />BEARS IN WALL ' <br />—2x6 SYP / <br />2x4 SYP BLOCKING <br />2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / <br />AT STRINGER CONTACT POINTS \ 14)1NAILS)d x 1 1/2" / <br />(I EW "A" SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />/ <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 4" <br />AND Z' 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 />1 NOT TOUCH STRINGERS <br />I I <br />---2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12C-- <br />I <br />' , tCONC. <br />IDE MOISTURE I <br />\ ECTION <br />LZATTACHNTS / <br />O 4' X2" O.C.—ATTACH ALL COMPONENTS 1x4 <br />OF STAIR TO CONC. W/a' X NAILED TO STRINGER <br />2 4' TAPCONS @ MAX. 32" O.C. \ / <br />TOP OF \ <br />STRINGER <br />TREAD <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />/ STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />STRINGERS G <br />I 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />1 <br />\ 2x4 SYP BLOCKING <br />FOR STRAP <br />I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />D NAILED TO FLOOR WITH GLU (14) 10d x 1 1/2" <br />STRINGER CONTACT POINTS \ NAILS) <br />SECTION VIEW "D" <br />SCALE: 1" = 1'-0" <br />FILLER STRIPS ADDED " 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" = 1'-0" <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />SCALE: 1" = 1'-0" <br />3/4 PLYWOOD <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED <br />BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO <br />NAILED TO STRINGER FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />2x12 TREAD GLUED <br />GLUED AND AND <br />NAILED— i NAILED <br />/ \I <br />' 2x� <br />I DRAFTS P <br />2x4 PT NOTCHED INTO STRINGER AND TAPCONED <br />\ 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 / \ _ _ 1x4 GLUED AND NAILED TO STRINGER <br />E�/ FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: 2" " = 1'-0 <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE <br />AT STRINGER CONTACT <br />POINTS <br />L`f,W SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />x4/GLUED AND NAILED TO STRINGER <br />\ / ,KOR DRYWALL SPACING <br />H <br />SECTION VIEW "E" <br />SCALE: 1" = V-0" <br />E SECTION VIEW <br />_ SCALE: .1" = 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 NOTE: 2x8 ' <br />\ DRYWALL STOP <br />NOT SHOWN <br />1 <br />SECTION VIEW "C" <br />FLOOR TRUSS OR <br />GIRDER, FIELD VERIFY <br />— <br />�-(2) LAYER 4" EDGE GOLD <br />OPTION: 2X4 CUT ON <br />OSB OR PLYWOOD <br />BEVEL GLUED AND <br />OR 1 a"X16" LVL <br />NAILED TO SUPPORT <br />ATTACHED W/ 12d NAILS <br />W/ SIMPSON H3 <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION <br />VIEW "G" <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />_ SCALE: 12' = 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 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 />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = 1'-0" <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />dD NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRINAR <br />2X BLOCKING <br />PSON MTS12 w/ ' <br />10d x 1 1/2"AILS <br />FA <br />3 D D OR 2X BLOC:/KING <br />3 <br />RISN� <br />VARIE <br />L3;� <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />o <br />N <br />a <br />N <br />m -o <br />9 LU <br />�� <br />O ram... �+ <br />..- <br />c CZ c0= <br />-. <br />t/f d O f0 <br />� N Y <br />d <br />is <br />to <br />LA CD <br />d c c� <br />N <br />c E <br />h— <br />ch <br />N <br />0 <br />N <br />00 <br />VJ <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 <br />signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />w W <br />3 <br />Xci' <br />6 <br />Q <br />of 8 <br />O M N 0 v <br />'AlwP <br />N <br />Affi <br />m <br />® <br />l J <br />dV � J u7 <br />J <br />w <br />' <br />a a <br />[i Ye U <br />,". <br />co LJL LL <br />S <br />Z <br />13' <br />O <br />- : o <br />m �v o <br />o � <br />b <br />� � o o <br />(p CD J m <br />W <br />W <br />05 91 <br />LL <br />co d w o w <br />0 <br />co <br />CN (n <br />Z <br />C U ❑❑❑ <br />�. '... - W <br />N (� <br />CO <br />O ryQO <br />z o <br />Q <br />V <br />N <br />z <br />� o <br />� <br />OLu <br />Lr) <br />o <br />c 0 <br />�V) <br />f6CO- <br />ELU <br />: Q <br />al <br />U o <br />o <br />N pl <br />Q oOm_ <br />r_ <br />o <br />J <br />w <br />M <br />J <br />o <br />Z <br />< <br />LL <br />E <br />ECo ® <br />za <br />oo <br />wz <br />}ry <br /><R <br />oa <br />rpg <br />— <br />00 <br />OQ <br />0 <br />&Z <br />¢z <br />Vi to <br />¢ z <br />Y <br />m O <br />Oz , <br />O <br />M J <br />m <br />¢w <br />¢ ° <br />O g <br />Zz <br />Q <br />U5 3 <br />a < <br />a <br />m <br />< <br />:1T� <br />W <br />0 <br />o <br />w01 <br />< <br />;o <br />I I <br />mV <br />0. <br />a= <br />OU <br />.N r <br />>� <br />ai <br />rn <br />N <br />C.0 <br />Q) <br />O <br />i <br />L <br />r <br />Co oo <br />00 <br />LSD <br />T <br />T <br />� <br />r <br />U <br />O <br />60 <br />T <br />/CT- <br />� <br />vJ m <br />00 <br />Z� <br />�--.- <br />0 <br />L O <br />!_+ <br />co <br />L0 <br />-0 <br />O <br />00 <br />r <br />ai <br />'^ <br />C`V <br />o <br />Z <br />Z <br />U1 <br />3 ! <br />y <br />E <br />B <br />a <br />U _j <br />Q p <br />JOB <br />NO: 23-12154-12159 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />ST <br />