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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 />FOR RISE AND RUN INFORMATION. <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />� 6'0 <br />3/4" RISER CUT TO FIT 2x4 SYP BLOCKING <br />MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 <br />BOTTOM, GLUED AND 1/2" NAILS) <br />NAILED TO STRINGER <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCO2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLUNED NOT TOUCH STRINGERS <br />STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS 1x4 GLUED AND NAILED TO STRINGER <br />POINTS 1, <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE:' = 1'-0" <br />VVMLL <br />'YP CUT TO FIT <br />aRS IN WALL <br />2x12 SYP <br />BEARS IN WALL <br />2x6 SYP <br />/2x4 PT NOTCHED INTO STRINGER <br />AND NAILED TO FLOOR WITH GLUE <br />AT STRINGER CONTACT POINTS \ <br />FIEW "A" <br />SCALE: 1" = 1'-0" <br />E <br />PT NOTCHED INTO STRINGER <br />D NAILED TO FLOOR WITH GLUE — <br />STRINGER CONTACT POINTS <br />SECTION VIEW "D" <br />SCALE: 1" = V-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" = V4 <br />•2x4 GLUED <br />AND NAILED <br />SECTION D—D <br />SCALE: 1" = 1'-0" <br />-3/4 PLYWOOD <br />ON DECK <br />--2x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />2x4 DRAFT 2x12 <br />STOP TREAD <br />GLUED <br />AND <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE-A-T <br />STRINGER CONTACT <br />POINTS <br />J <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 W/ <br />(14) 10d x 1 1/2" NAILS) <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" NAILS) <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" <br />ALIGN THIS STUD WITH FACE OF 2nd RISER <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 �J <br />ROVIDE MOISTURE <br />PROTECTION <br />ACH ALL COMPONENTS <br />STAIR TO CONC. W/ I" X <br />TAPCONS @ MAX. 32" O.C. <br />—ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ a' X \LA <br />NAILED TO STRINGER <br />2 4' 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 />STRINGERS <br />2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2xl2 OR LSC EACH <br />STRINGER— <br />!— 2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 W/ <br />(14) 10d x 1 1/2" NAILS) <br />SECTION <br />VIEW "E" <br />SCALE: 1" = V-0" <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />Lix/GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />H <br />yA <br />E SECTION VIEW <br />SCALE: 4" = 1'-0" <br />F <br />2x4 <br />ST( <br />2x4 <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOT SHOWN <br />G.1y-� <br />TOP OF <br />STRINGER <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />SECTION VIEW "C" <br />FLOOR TRUSS OR <br />GIRDER, FIELD VERIFY <br />(2) LAYER" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 j"X16" LVL <br />AT W/ 12d NAILS <br />@ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "O" <br />SCALE: 1" = V-0" <br />SCALE: 1" = V-0" <br />CONN. TO BOTT, <br />OF NEWEL POST <br />PER CONTRACT, <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 />POST LET INTO <br />_OCK <br />DE <br />'I NG <br />?X8 BLOCKING <br />:OR NEWEL, POST <br />FO ANCHOR TO. <br />GLUED AND NAILED) <br />LOOR <br />TRUSSES <br />NEWEL POST <br />BLOCKING <br />F SECTION VIEW <br />SCALE: J" = 1'-0" <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 />ZX STRING R <br />2X B OCKING <br />PSON MTS 2 w/ <br />10d x 1 1/2" NAI LS <br />V2X <br />D OR <br />3 <br />BLOC NG <br />RIS R <br />VARIES <br />ECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />Y <br />r <br />!i'lwiiilBiiSPfi')► <br />1tiO <br />SSE <br />... <br />� c�i <br />PL <br />� rCj <br />tal <br />"U �0 �` <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />H g 00 8�Nm <br />o .� <br />1` 10 <br />N <br />O n N <br />MNr a) <br />N LL LL <br /># m <br />0 a) CQ <br />NLL� <br />-.j <br />'� ; a a <br />N 3 <br />Q N U_ 3}g <br />Q <br />LU <br />°' a W O <br />Z a N � <br />13 <br />c d o_ <br />�° <br />m m 0 o <br />U,gE&0 <br />ILILW mom <br />Z <br />gMM <br />Hoag <br />2ENO <br />NQMQ <br />13 <br />aog= <br />U 0 <br />W OU <br />J <br />❑❑❑❑ <br />M � <br />z N O <br />m N <br />7� O <br />V <br />¢ <br />J M <br />� N <br />wwo <br />M <br />z = <br />U s <br />QX <br />LU Y <br />Lu a <br />U o <br />0L <br />w <br />V) C o <br />�� 2 <br />U 0° <br />® L,, W <br />o g <br />I <br />= w <br />U o <br />e <br />� C0 <br />.. <br />¢ <br />s� <br />mZ <br />w <br />a <br />E <br />a <br />ZO <br />o o <br />}N <br />< n <br />L <br />Co <br />m V <br />MoU <br />Z® <br />jo <br />~ (6 <br />o E <br />o¢ <br />ao <br />°a <br />-z <br />t0 <br />i <br />°d <br />¢o <br />-WN <br />0< <br />•N r6 <br />=3 <br />ao <br />U <br />N <br />m� <br />0 <br />2 <br />C13Q' <br />J <br />m <br />e <br />Q W <br />z <br />tq <br />Q � <br />F <br />o� <br />� <br />�o <br />aZ <br />�k <br />W <br />U <br />a� <br />=3 <br />�o <br />O <br />u w <br />��� <br />aF <br />03. <br />co <br />L <br />rn <br />S <br />cc <br />c7 <br />.! <br />CO <br />O <br />° <br />mco <br />h <br />2 <br />o <br />�- <br />00 <br />00 <br />J No <br />L0 <br />rn T <br />r <br />ai <br />M \ <br />6 <br />N <br />z <br />E 0 <br />0 m <br />c <br />a <br />ci ¢ o <br />c <br />JOB <br />NO : 20-1132 <br />SCALE: AS NOTED <br />SHEET" NO. <br />ST <br />