Laserfiche WebLink
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 GLUI <br />NAILED MATCH NOS <br />OTHER l <br />\ 0, <br />/ <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 />BOTTOM, GLUED AND <br />1/2" NAILS) <br />NAILED TO STRINGER <br />2x12 TREAD , <br />-- <br />GLUED AND <br />NAILED <br />' <br />2xi <br />I <br />DRAFTS P <br />2x4 PT NOTCHED INTO \ <br />STRINGER AND TAPCONED <br />2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU <br />NOT TOUCH STRINGERS <br />/ <br />AT STRINGER CONTACT \ <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS / <br />_ 1x4 GLUED AND NAILED TO STRINGER <br />E/ <br />_ <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />_ SCALE: Z' = 1'-0" <br />MALL <br />ALIGN THIS STUD WITH <br />AFACE OF 2ND RISER <br />3YP CUT TO FIT 1 ' <br />kRS IN WALL I <br />2x12 SYP <br />BEARS IN WALL I I <br />-2x6 SYP / 1 <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) 10d x 1 1/2" / <br />\ NAILS) <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 />/ 6, <br />—3/4" RISER CUT TO FIT <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 />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER17\�-� SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />—2x4 DRAFT RISER AND TREAD <br />STOP / <br />—2x8 SYP DRYWALL STOP MUST \ <br />NOT TOUCH STRINGERS <br />I <br />-+-2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C/ I <br />77 <br />1 tCOMPONENTS <br />DE MOISTURE ' <br />\ CTION <br />ATTACHOF STAIX2 a' TAP" O.C. <br />—ATTACH ALL COMPONENTS 1x4 <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 I \ <br />STRINGER ( __ <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 <br />E 2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />Itk-,--1-2x4 PT UNDER 2x12 OR LSC EACH <br />1 <br />\ 2x4 SYP BLOCKING <br />FOR STRAP <br />I PT NOTCHED INTO STRINGER (SIMPSON14)1Od MTS12 w/ <br />D NAILED TO FLOOR WITH GLU S) x 1 1/2" <br />NAILS) <br />STRINGER CONTACT POINTS \ NAILS) <br />SECTION VIEW "D" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = T-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" = 1'-0" <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />3/4 PLYWOOD <br />ON DECK <br />—2x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />2x4 DRAFT <br />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAI LE E <br />I <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE - <br />AT STRINGER CONTACT <br />POINTS <br />SCALE: 1" = 1'-0" <br />`'M SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />x4 1/GLUED AND NAILED TO STRINGER <br />IOR DRYWALL SPACING <br />H <br />SECTION VIEW "E" <br />E SECTION VIEW <br />SCALE: 2" = 1'-0" <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 />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO <br />GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK <br />PER CONTRACTOR <br />\ PROVIDE <br />V BLOCKING <br />I <br />F2X8 BLOCKING <br />FOR NEWEL POST <br />T <br />TO ANCHOR TO. <br />'— (2) LAYER 4' EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) <br />OSB OR PLYWOOD BELOW ALL NEWEL POST <br />OR 1 R OR <br />16" W FROM JOIST TO JOIST. USE <br />ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR <br />@ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES <br />AND VERT. <br />NEWEL POST <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE: 2" = 1'-0" <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 />JD NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />H <br />2X STRINGER <br />2X B[tOCKING <br />PSON MTSJ2 w/ ' <br />10d x 1 1/2"AILS <br />-D OR <br />3FAD 2X BL05KING <br />3 <br />RISL�2 / <br />VARIE <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />(D-Co <br />olio <br />N aU M <br />cam a m <br />.CN <br />X <br />�LLa <br />C) <br />V M O M <br />c(D�Y <br />N <br />Q C <br /><C (a' M <br />N (D <br />(D C� <br />> <br />ry 0 Q� <br />C: <br />C6_.Ch 0 0 <br />� J <br />Q <br />>;> a ° w <br />a a gift, <br />\a� 0 V," <br />S O rq <br />�iilillill 9 <br />To the best of the Engineer's 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. 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 />N � <br />N <br />0 E <br />O N u_ <br />V .�-. 00 N N d <br />Q �u,Oo <br />N U)titi.100 o <br />N O <br />ca �` <br />O uu <br />JLL � L R 0_ <br />0 <br />0 <br />Z °' ° 0 <br />v <br />o <br />0 <br />W ogr—c) � m <br />W � rnrn0Lu <br />Z � N Z Q O <br />¢ U <br />N O Uern <br />t t <br />WLL ❑ ❑ ❑ <br />M M <br />aiiiiiiiiiiiiiiiiiil <br />Z ni M <br />00 <br />Z <br />N <br />z o � <br />� <br />J <br />n <br />M <br />� Z � <br />c <br />Wn ' o <br />a--' <br />� Lu <br />O �, o <br />�V) <br />C6co <br />U <br />r— Eall <br />I <br />x <br />U o � <br />a <br />c ' <br />¢ NNJ <br />�® <br />C <br />w <br />M <br />z 2 <br />5 <br />Z¢ <br />U- <br />ce Q E <br />zo <br />�o <br />oLL <br />>s <br />Z <br />Z® <br />E 8 <br />2O <br />od <br />00 <br />0 <br />0� <br />C:) <br />N <br />a� <br /><z <br />0 <br />< <br />ww <br />Q� <br />L <br />o <br />¢ <br />oY <br />U <br />yO <br />m <br />0 <br />o <br />ai <br />M <br />aw <br />QW <br />za <br />Q <br />oLL� <br />V <br />a <br />�w <br />o <br />aW <br />wF <br />=� <br />o <br />Mj <br />CD <br />co.I< <br />a <br />° 3 <br />c <br />� T <br />l <br />v <br />rn <br />Ca <br />_ <br />r <br />M <br />M <br />c.� <br />r <br />Lx-> <br />O <br />U <br />O <br />M <br />o <br />00 <br />r <br />� <br />Cfl <br />CN <br />f— <br />O N <br />Q <br />00 <br />d- <br />p r <br />LO <br />m <br />m <br />w <br />M O <br />o <br />z <br />z <br />N <br />ECDB <br />@ <br />a <br />E o ai <br />U -j ¢ <br />= <br />J <br />JOB <br />NO: 22-03915-03908 <br />SCALE : AS NOTED <br />SHEET NO. <br />S T <br />