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`v <br />ao <br />IV <br />EI <br />0 <br />x <br />a <br />00 <br />i <br />ALL STAIR STRINGERS <br />AND TREADS TO BE <br />#2 SYP (MIN.) <br />THREADS, RISERS, AND <br />3/4" PLYWOOD NOT <br />SHOWN IN DETAIL FOR <br />CLARITY <br />ALL WOOD TO WOOD <br />CONNECTIONS TO BE <br />GLUED (PL 200) AND <br />NAILED (MIN. (2)16d). <br />1 3/4 x 11_ <br />VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 UNDER STRINGER GLUED AND <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTC <br />INTO STRINGER <br />H D <br />2x8 BLOCKING FOR STRAPI L <br />1x4 blocking <br />SIMPSON MSTA21 w/ (16) 10d NAILS E <br />FLAT STRAP NAILED TO RISER AND <br />THEN WRAPPED AROUND STUD - <br />PLAN VIEW <br />SCALE: " = V-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 />314" RISER CUT TO FIT <br />MAINTAIN BETWEEN 1/4" <br />AND 1/2" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE-A-T <br />STRINGER CONTACT <br />POINTS <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS' <br />2x4 SYP BLOCKING <br />FOR STRAP (SIMPSON <br />�L2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: 4" = 1'-0" <br />STRINGER MUST MAKE FI <br />CONTACT WITH LANDING <br />FLOOR <br />JOIST <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />I D WALL GLUED TO <br />1 F 2x8 <br />SYP <br />2x8 SYP <br />2x8 <br />SYP <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />__-2x12 SYP <br />BEARS IN WALL <br />'--2x6 SYP <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER <br />.— MAINTAIN BETWEEN" <br />AND J" 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 />B-� <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" NAILS) <br />SECTION VIEW "A" <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL <br />SE <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <br />:fD <br />�9 <br />—2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />7/777// <br />---2x4 BLOCKING FOR 2x12 <br />-2x4 PT UNDER 2x12 cr--� <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ J" X <br />2 J" TAPCONS @ MAX. 32" O.C. <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />!x SYP CUT TO FIT STRINGERS <br />3EARS IN WALL <br />2x12 SYP BEAR <br />IN WALL 2x4 BLOCKING FOR 2x12 <br />A 11 'A 1 11 <br />2x4 PT UNDER 2x12 <br />2x6 SYP <br />2x4 SYP BLOCKING <br />FOR STRAP <br />/2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) <br />AT STRINGER CONTACT POINTS \ � <br />CTION VIEW "D" SECTION VIEW "E" <br />SCALE: 1" = 1'-0" <br />_ZI�" 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" = T-0" <br />SCALE: 1" = V-0" <br />ROVIDE MOISTURE <br />PROTECTION <br />LA�ACH ALL COMPONENTS <br />STAIR TO CONC. W/J" X <br />TAPCONS@ MAX. 32" O.C. <br />GLUED AND <br />NAILED TO STRINGER <br />SECTION VIEW "C" <br />SCALE: 1" = V-0" <br />TOP OF <br />STRINGER <br />CONN. TO BOTTOM <br />NEWEL POST LET INTO <br />T��K <br />� <br />OF NEWEL POST <br />PER CONTRACTOR <br />THE BLOCK <br />PROVIDE <br />BLOCKING <br />Lf <br />Cl) <br />El <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />FLOOR GIRDER <br />PROVIDE SOLID BLOCKING <br />(GLUED AND NAILED) <br />2X4CUT ON <br />OR1 x16"VL <br />BELOW ALL NEWEL POST <br />BEVEL GLUED <br />FROM JOIST TO JOIST. USE <br />AND NAILED TO <br />2 X 12 BLOCKS, GLUED AND <br />FLOOR <br />LVL <br />NAILED TO JOIST. <br />TRUSSES <br />NEWEL POST <br />SECTION <br />VIEW "G" <br />BLOCKING <br />SCALE: 1" = 1'-0" SCALE: 1" = V-0" <br />JOINT <br />-TO <br />)I STS) <br />NAILED AND <br />TOP PLATE <br />VTO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)I STS) <br />H <br />sob <br />... <br />EN <br />■ <br />IFZFZZff <br />I►yiiiiiil►l11 <br />- . <br />I► <br />.I� <br />MIIWZ0 <br />0A <br />IIVZZZ///II10 <br />Im <br />I NZE/l/l/01 <br />I <br />.III/yi.��%///%�. <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT <br />STRINGER CONTACT <br />POINTS <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />L4/GLUED AND NAILED TO STRINGER <br />—� FOR DRYWALL SPACING <br />.r. H <br />E SECTION VIEW <br />SCALE:" = 1'-0" <br />V� <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />F SECTION VIEW <br />SCALE: " =1'-0" <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />C9 �_ <br />Z M <br />— o <br />Z <br />tja <br />U) <br />Cz <br />(!) 0 <br />cn <br />4--J w <br />O c <br />E <br />U <br />w <br />M ch <br />t— <br />m � <br />0 <br />U <br />0 t0l- <br />Q Ov� <br />) <br />O <br />pi <br />OD <br />o <br />N <br />R <br />�Z W � � � C C > <br />li <br />JZ <br />LL <br />lz N <br />M m <br />W V a' 1 <br />W <br />a <br />o0 <br />_ d <br />LL����� <br />Z <br />mm <br />W N <br />N <br />J <br />❑❑ <br />To the best of the Engineer's knowledge, Information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />4( <br />Z r*4 <br />0 0 <br />��-+HMO <br />M <br />Q i ro 'p Lin <br />a. cn •� d' <br />H L In <br />Cl^ <br />QU o. 00 ,-i <br />... <br />W <br />Z <br />Jko <br />ct p <br />za <br />fa <br />F <br />u4do <br />uj <br />�z� <br />�8!�w <br />sEEg <br />z <br />Qj <br />Ln <br />_j <br />Q <br />MI: <br />o <br />N <br />Ljj <br />o <br />U <br />= <br />z <br />U, <br />o <br />�' <br />J_ <br />LL <br />diN <br />W od <br />Z <br />W <br />u <br />a <br />,Lr) <br />LU <br />Q <br />z <br />Li j <br />Zz <br />11 <br />N <br />O <br />m <br />N <br />0o <br />Z <br />g <br />� <br />0 <br />° <br />� <br />a <br />= <br />W <br />SCALE : AS NOTED <br />DATE : 3/19/2018 <br />TECH: MJAM ES <br />VERSION NO. 5mO <br />SHEET NO. <br />ST <br />