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L I I I_ I_ I `)L- <br />SCALE: " <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 GLU <br />NAILED MATCH NO, <br />OTHER] <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 />2x <br />I DRAFT S P <br />2x4 PT NOTCHED INTO \ 2x8 SYP DRYWALL STOP MUST <br />STRINGER AND TAPCONED NOT TOUCH STRINGERS <br />INTO FLOOR WITH GLU <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 />VVHLL <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />SYP CUT TO FIT , I <br />\RS IN WALL I <br />—2x12 SYP <br />JA <br />BEARS IN WALL 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 />FI EW "A" <br />SECTION VIEW "B" <br />SCALE: 1" = 1'-0" 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 2" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />-lx4 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 />I <br />-I-2x4 BLOCKING FOR 2x12 / <br />2x4 PT UNDER 2x12 C I <br />e <br />/ <br />\ P <br />[/AAACH ALL COMPO/ <br />STAIR TO CONC.TAPCONS @MA <br />-ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ 4" X NAILED TO STRINGER <br />2 a' TAPCONS @ MAX. 32" O.C. \ / <br />G.1 <br />TOP OF / \ <br />STRINGER / <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFTL <br />/ STOP <br />2x8 SYP DRYWALL STOP I` <br />MUST NOT TOUCH ' <br />' I STRINGERS <br />E2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />OR LSC EACH <br />1 �J��2x4 PT UNDER 2x12 <br />\ 2x4 SYP BLOCKING <br />FOR STRAP <br />I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />D NAILED TO FLOOR WITH GLUE x 1 1/2" <br />STRINGER CONTACT POINTS \ NAILS) <br />SECTION VIEW "D" <br />SCALE: 1" = T-0" <br />FILLER STRIPS ADDED " PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2xl2 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = 1'-0" <br />NGER <br />SLUED <br />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 />NAILEC <br />I <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" = V-0" <br />H <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />(14) 10d x 1 1/2" <br />NAILS) <br />n <br />r <br />t2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />L1x4/GLUED AND NAILED TO STRINGER <br />\ .1KOR DRYWALL SPACING <br />H <br />SECTION VIEW "Ell <br />SCALE: 1" = 1'-0" <br />E SECTION VIEW <br />SCALE: 2" " = 1'-0 <br />-3/4 PLYWC <br />ON DECK <br />`-2x8 SYP <br />AND NAI <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKI <br />C �I NOTE: 2x8 ' <br />\ DRYWALL STOP <br />NOT SHOWN <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-0" <br />FLOOR TRUSS OR CONN. TO BOTTOM <br />GIRDER, FIELD VERIFY OF NEWEL POST <br />\ PER CONTRACTOR <br />\ / V <br />STRINGER <br />- (2) LAYER 4" EDGE GOLD <br />OPTION: 2X4 CUT ON OSB OR PLYWOOD <br />BEVEL GLUED AND OR 1 a"X16" LVL <br />NAILED TO SUPPORT ATTACHED W/ 12d NAILS <br />W/ SIMPSON H3 @ 6" O.C. TOP, BOTTOM <br />AND VERT. <br />SECTION VIEW "G" <br />SCALE: 1" = 1'-0" <br />F SECTION VIEW <br />SCALE: " = 1'-0" <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 <br />BLOCKING <br />STAIR CONSTRUCTION DETAILS <br />(IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED <br />SCALE: 1" = 1'-0" <br />'WALL JOINT <br />YWALL TO <br />/ER JOISTS) <br />STUD NAILED AND <br />JED TO TOP PLATE <br />CUT INTO RIM BAND, <br />JED AND NAILED TO <br />tRING WALL BELOW <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 />i'WALL JOINT <br />YWALL TO <br />✓ER JOISTS) <br />H <br />2X STRING�R <br />2X BLOCKING <br />SIMPSON MTS12 w/ I <br />(14) 10d x 1 1/2"AILS <br />2 D OR 2X BLOCKING <br />3R�D <br />RISLL2 / <br />VARIE <br />SECTION VIEW "H" <br />SCALE: 1" = 1'-0" <br />N <br />N <br />0 <br />N <br />00 <br />U <br />3 W <br />O <br />�_ o <br />U C1 C) <br />C T U N <br />,N cc o <br />y O <br />d <br />d a--,-- CU <br />c <br />c i ��_a <br />a� <br />� 3 � <br />T d -71 <br />U d <br />f0 T <br />EL <br />N <br />� o <br />a u <br />n <br />�bv t� vVAI <br />` C �. <br />• r ":nO <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. Engineer's signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Enginee s signature and seal. <br />FW- <br />o E <br />5 <br />(0N <br />N S <br />N W c cp - <br />an - <br />inr�°# <br />N O # LL <br />.4 <br />C J LL w <br />j LL LL <br />Z <br />L <br />w asq <br />'t W <br />Nm o <br />oO <br />rn rn 5 <br />W <br />rnIn m w <br />;^ <br />N J <br />OU o <br />Z <br />�.3:. W <br />00 <br />o� <br />z V <br />z o <br />Q <br />U) <br />d <br />M <br />� <br />z <br />LL <br />T <br />N <br />W <br />M <br />Ow <br />g <br />N11 <br />c <br />�N <br />w <br />~ J E <br />�8 <br />U y <br />N <br />0 <br />i44m <br />o <br />Mm <br />M <br />J <br />o <br />ti a <br />w <br />z <br />< <br />G <br />� <br />W <br />Q E <br />E o <br />zo <br />Wo <br />> <br /><s <br />Z® <br />co <br />0° <br />z <br />_a <br />O E <br />N@ <br />�` <br />a z <br />coo <br />o� <br />a z <br />1 w <br />4) i <br />o <br />¢ <br />z <br />� <br />C <br />o <br />OU <br />m <br />m& <br />'z <br /><w <br />j <br />z o <br />W <br />3 <br />o ¢ <br />w <br />ao <br />¢ U <br />a <br />U <br />C:)�I= <br />�a <br />�o <br />a <br />co <br />IT <br />5 <br />OU 3 <br />c <br />2 T <br />>� <br />_ <br />L <br />m <br />0 <br />N <br />CX> <br />O <br />co <br />E <br />T <br />LLT <br />� <br />O <br />CV <br />CV3 <br />CD <br />Lf-) <br />r <br />° <br />00 <br />O <br />0C'4 <br />CD <br />r <br />C'4 <br />Lf� <br />t-- <br />4_j O <br />o <br />CN <br />rn <br />0 <br />L <br />Co <br />O <br />T <br />L O <br />Pq <br />00 <br />0 <br />T <br />N <br />E <br />.T <br />'c Q <br />z <br />Cm <br />E <br />C <br />co <br />a <br />E <br />c�_j <br />a �; <br />¢ o <br />c <br />JOB <br />NO: 22-09500-09493 <br />SCALE: <br />AS NOTED <br />SHEET NO. <br />ST <br />