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Cr) <br />CID <br />-.4- <br />C14 <br />C14 <br />r') <br />L0 <br />V) <br />0 <br />-0 <br />-0 <br />C) <br />0 <br />L0 <br />CD <br />r- <br />Lr) <br />C I D <br />re) <br />C'4 <br />C, <br />111) <br />L0 <br />V) <br />0 <br />-0 <br />L0 <br />C) <br />CD <br />r— <br />L0 <br />C I D <br />P <br />0 <br />Cr <br />0 <br />CL <br />E <br />FE <br />0 <br />0 <br />E <br />0 <br />0 <br />U <br />0 <br />__j <br />Q> <br />LZ <br />LO <br />im <br />16 <br />CL <br />C14 <br />CD <br />LID <br />�13 <br />15 <br />co <br />-0 <br />0 <br />0 <br />C/) <br />SCALE: .21" = 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 I <br />\ 0, <br />z <br />'F A <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />SYP CUT TO FIT <br />kRSIN WALL <br />—2x12 SYP <br />BEARS IN WALL B Ad <br />-2x6 SYP c> <br />2x4 SYP BLOCKING <br />2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />(SIMPSON MTS12 wl <br />AND NAILED TO FLOOR WITH GLUE (14) 1 Od x 1 1/2" <br />AT STRINGER CONTACT POINTS NAILS) <br />(I EW "All <br />SECTION VIEW "B"- <br />SCALE: I"= V-0" SCALE: 1 V-0" <br />TLIGN THIS STUD WITH FACE OF 2nd RISER <br />-3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN J" <br />AND 1" GAP TOP AND <br />2 <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />-lx4 GLUED AND NAILED TO STRINGER STRAPGLUEnTO <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />-;7\' FSIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER STRINGER <br />RISER AND TREAD <br />-2x4 DRAFT <br />STOP <br />-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />�-2x4 BLOCKING FOR 2x12 <br />F2x4 PT UNDER 2x12 C <br />ROVIDE MOISTUR/E/ <br />PROTECTION <br />r <br />LAAATTAACH AALL COMPONENTS <br />TT <br />OF STAIR TO CONC. W/ 4" X <br />2 3., X '0 C <br />TAPCONS @ MAX. 32" O.C. <br />-ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/4" X NAILED TO STRINGER <br />2 -1" TAPCONS @ MAX. 32" O.C. IN, <br />4 <br />G. <br />TOP OF <br />STRINGER <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />T 0 P <br />2x8 SYP DRYWALL STOP <br />M LIST NOT TOUCH <br />STRINGERS G <br />��2x4 BLOCKING FOR 2x12 SIMPSON A35 <br />2x4 PT UNDER 2x12 OR LSC EACH <br />ej . Z- <br />2x4 SYP BLOCKING <br />FOR STRAP <br />(SIMPSON MTS12 w/ <br />PT NOTCHED INTO STRINGER (14) 1 Od x 1 1/2" <br />D NAILED TO FLOOR WITH GLUE NAILS) <br />STRINGER CONTACT POINTS <br />VVMLL <br />SECTION VIEW "D" <br />SCALE: 1 V-10" <br />FILLER STRIPS ADDED PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />---2xl 2 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: I"= V-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 "'��x8 SYP GLUED <br />AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 <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---\ NAILEC <br />2 \ <br />xi <br />DR FT STC P <br />h/ <br />�2x4 PT NOTCHED INTO Q, t <br />STRINGER AND TAPCONED\ x8 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 <br />x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />y^H -,,, SECTION VIEW <br />SCALE: .1" = 1'-0" <br />\11--� 2 <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE ­ <br />AT STRINGER CONTACT <br />POINTS <br />L \/-?x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />ALUED AND NAILED TO STRINGER <br />KOR DRYWALL SPACING <br />H <br />SECTION VIEW "Ell. <br />SCALE: 1 " = V-13" <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <br />y-E\ ZjtU HUN V1t:VV 0 1 /—XIM UUINO I MUU I 1UIN Ur. I /AILO <br />SCALE: I" = 1. <br />2 (IF 1 IX1 7 REDUCE SCALE.5) SCALE: AS NOTED <br />STRINGER— I,< <br />OPTION: 2X4 CUT ON <br />BEVEL GLUED AND <br />NAILED TO SUPPORT <br />W/ SIMPSON H3 — <br />SECTION VIEW ffcfl <br />SCALE: I" = V-0" <br />FLOOR TRUSS OR <br />GIRDER, FIELD VERIFY <br />(2) LAYER 24" EDGE GOLD <br />OSB OR PLYWOOD <br />OR 1 3'X16" LVL <br />ATTACHED W/ 12d NAILS <br />@ 6" D.C. TOP, BOTTOM <br />AND VERT. <br />,SECTION VIEW "G". <br />SCALE: 1 " = V-0" <br />CONN. TO BOTTOM <br />OF NEWEL POST <br />PER CONTRACTOR <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 />TRUSSES <br />NEWEL POST <br />BLOCKING <br />SCALE: 1 " = V-0" <br />SECTION VIEW <br />SCALE: :12" = 1'-0'; <br />JOINT <br />- TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />NTO RIM BAND, <br />I D NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />2X BI1OCKING <br />2X STRINAR <br />PSON MTS12 w/ <br />1 Od x 1 1/2" AILS; <br />2�D OR <br />3 D <br />Tn2X <br />BLOC ING <br />RISN <br />VARIE <br />ECTION VIEW "Hlv <br />SCALE: 1 " = V-0" <br />C* <br />25 <br />Cn <br />cc C..) <br />7; <br />C-n <br />C-4 <br />E <br />C13 W <br />C= <br />Co E <br />CD <br />Lj <br />- <br />15go VV)tkl <br />C14 <br />5 <br />Cz <br />jg <br />Z <br />C) X. <br />Nx <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />E <br />8 <br />'s <br />Los <br />00 <br />LL LL <br />U=) (N 0 <br />LLI <br />u- <br />0- <br />�LIL �e <br />z <br />0 0 <br />C' <br />C� <br />r'- <br />W 02" <br />o� <br />on Lu <br />LU U) <br />d <br />U') N z <br />Cl) <br />z <br />0� 0 <br />L) <br />U) 1­- <br />(D <br />C, C' <br />V) <br />Q) <br />4--J <br />L'U <br />0 <br />0 LIJ <br />-' L/) la, a <br />V) =' g <br />1­ U) <br />LU <br />E <br />C) <br />< <br />C=� <br />Cl> <br />0, <br />z <br />< <br />U- <br />E <br />0 <br />E 0 <br />Q <br />0 <br />'. <br />00 <br />D U <br />C.C> E <br />0 < <br />0 <br />0 � <br />0 < <br />W pa <br />z <br />0 <br />z <br />0 <br />C5 <br />01 �w <br />0 <br />< <br />'0 <br />LO <br />C) <br />< <br />cl� <br />0 <br />0 <br />2 C:) <br />00 <br />C) <br />co <br />L- <br />4i <br />0) <br />0 <br />C�j <br />CV-) <br />co (m LL <br />L0 <br />C1 <br />E <br />50 <br />ca <br />U) <br />CD <br />"T- <br />coo <br />-T- <br />4-1 <br />4- <br />0 <br />LO <br />C? co <br />U-) <br /><c6 <br />T— <br />E <br />CIO <br />U') <br />0 <br />CID <br />z <br />M <br />C <br />ca <br />4-; <br />0 0 <br />OIL <br />0 -j <br />-j <br />JOB <br />NO: 23-05707-05712 <br />SCALE : AS NOTED <br />SHEET NO. <br />ST <br />