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2x12 SYP <br />ALIGN THIS STUD WITH 3/4" RISER CUT TO FIT STRINGER <br />A FACE OF 2ND RISER <br />MAINTAIN BETWEEN' <br />SCAB <br />SIDE) <br />STRINGER <br />2x4 GLUED AND NAILED (EACH <br />TO BOTTOM EDGE OF 2x12 <br />AND ?'GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />STRINGER MUST MAKE FULL 2x4 BEHIND RISER <br />1 <br />CONTACT WITH LANDING NBLOCKING <br />1x4 GLUED AND NAILED TO STRINGER STRAP GLUED T O <br />&-7 <br />II <br />2x4 DRAFT RISER AND TREAD <br />FLOOR <br />STOP <br />JOIST <br />2x8 SYP DRYWALL STOP MUST <br />ZxZ4 <br />NOT TOUCH STRINGERS <br />j 7 <br />' 7 7 7 <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 />1 314 x 11 <br />j VL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2x4 UNDER STRINGER GLUED P <br />NAILED TO LANDING BLOCKING <br />D <br />2x4 PT NOTCH--,, <br />INTO STRINGER <br />H <br />2x8 BLOCKING FOR STRAP <br />�ix4 blocking <br />20" FLAT STRAP NAILED TO RISER AND E <br />THEN WRAPPED AROUND STUD (USP <br />MTW12) - <br />PLAN VIEW <br />SCALE: " = 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 />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN 4" <br />AND �' 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 AT <br />STRINGER CONTACT <br />POINTS <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />2x8 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: i" =1'-0" <br />MUM <br />SYP <br />2x8 SYP <br />2x8 <br />SYP <br />2x4CUTC,, <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />F SE <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />IV <br />I PT NOTCHED Il� <br />D NAILED TO FLI <br />STRINGER CON' <br />CTION VIEW "A" <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP BEAR <br />IN WALL <br />2x6 SYP <br />2x4 CUT ON BEVEL AT STRINGER CON' <br />DOES NOT BEAR IN <br />WALL <br />SECTION VIEW "D" <br />SCALE: 1" = V-0" <br />FILLER STRIPS ADDED " PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1" = V-0" <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />�--2x12 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1" = T-0" <br />RINGER <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 2x12 <br />STOP TREAD <br />GLUED <br />AND <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT <br />STRINGER CONTACT <br />POINTS <br />r'7 <br />SCALE: 1" = 1'-0" <br />E <br />2x4 PT NOTCHED IP <br />AND NAILED TO FLI <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />ILUED AND NAILED TO STRINGER <br />DRYWALL SPACING <br />SECTION V <br />SECTION VIEW "E" <br />SCALE: 1" = V-0" <br />E SECTION VIEW <br />SCALE: 2' = V-0" <br />314 PLYA <br />ON DECH <br />--2x8 SYF <br />AND Ni <br />FRAMI!N <br />2x4 DRAF' <br />STOP <br />2x4 BLOCK <br />A <br />BLOCKING FOR 2x12 <br />PT UNDER 2x12 <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ T" X <br />2 T" TAPCONS @ MAX. 32" O.C. <br />IEW "B" <br />SCALE: 1" = V-0" <br />;ER <br />TREAD <br />:4 GLUED AND NAILED TO STRINGER <br />DRAFT <br />)P <br />8 SYP DRYWALL STOP <br />JST NOT TOUCH <br />'RINGERS <br />G <br />x4 BLOCKING FOR 2x12 <br />x4 PT UNDER 2x12 <br />C <br />/ PROVIDE MOISTURE <br />PROTECTION <br />ATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ T" X <br />2 t" TAPCONS @ MAX. 32" O.C. <br />—1x4 GLUED AND <br />NAILED TO STRINGER <br />SECTION VIEW "C" <br />SCALE: 1" = V-0" <br />TOP OF <br />STRINGER <br />CONN. TO BOTTOM NEWEL POST LET INTO <br />OF NEWEL POST THE BLOCK <br />PER CONTRACTOR <br />PROVIDE <br />BLOCKING <br />F-1 2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />FLOOR GIRDER PROVIDE SOLID BLOCKING (GLUED AND NAILED) <br />2X4 CUT ON OR 1 j4 x 16" VL BELOW ALL NEWEL POST <br />BEVEL GLUED FROM JOIST TO JOIST. USE <br />AND NAILED TO 2 X 12 BLOCKS, GLUED AND FLOOR <br />LVL NAILED TO JOIST. TRUSSES <br />NEWEL POST <br />SECTION VIEW "G" BLOCKING <br />SCALE: 1" = V-0" SCALE: 1" =1'-0" <br />0 1 HIM k oUIN0 1 MUU I IUIN Ur. I /"XI LO <br />(IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED <br />JOINT <br />-TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />VTO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <br />JOINT <br />-TO <br />)ISTS) <br />2X <br />USP (1 <br />LA <br />ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />Ul�_ <br />z M <br />o <br />O <br />_ <br />zco <br />z� <br />Q <br />OJ <br />' Z <br />U0 <br />cn <br />D(u <br />w <br />_ p <br />U— <br />O w <br />N <br />�- <br />E <br />o <br />co <br />M <br />V U <br />nmO <br />w <br />1— E <br />— <br />a, Cl) <br />ream <br />N <br />0.20 <br />U <br />LL N <br />N <br />�Y <br />a o <br />Lo 0d <br />Q rn <br />CL <br />rnQ o <br />AI <br />NC.H�D-C <br />;r <br />��t4 pydYiiC gOj <br />%�o �'> • ,, <br />o •4.,z <br />•S <br />o ��i <br />LLlj, <br />146 <br />01 T LL <br />- de L <br />�N.,o <br />� a�J,E'I.O <br />M <br />t •`NN <br />` S S <br />TJJI <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 Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />i <br />O <br />O <br />Z N <br />O N n <br />i—+ 4-0 p <br />�>-+HMO <br />M <br />Q � a Ln <br />QLU", <br />fl_ <br />F._ <br />M <br />U Q <br />0� 00 <br />Q <br />E� <br />z <br />J <br />W <br />� <br />�- <br />J <br />Lz <br />�0 <br />3� <br />W� <br />Za <br />fa <br />r~ <br />Qua <br />�z00 <br />rry�yy o z z <br />a}�W N <br />W <br />m Z <br />otnu <br />z0 <br />� <br />Q U <br />p <br />_� <br />5 <br />Ln <br />o <br />N <br />o <br />0 <br />U <br />C'3 <br />z <br />J Q <br />Lu <br />z <br />p <br />I- IT° <br />Q <br />o <br />xo6 <br />Cc <br />o< < <br />LU <br />� <br />Q <br />a <br />Z <br />Z <br />N <br />o,co <br />LU <br />J <br />Lr) <br />>� <br />LU <br />� <br />Q <br />�� �Z <br />Q z <br />2Y< <br />~ <br />O <br />l0 <br />00 <br />Q <br />Z <br />Z <br />tu <br />i <br />aLLJz <br />a< <br />Lnz <br />O <br />r� <br />J <br />= <br />J 2 <br />¢ z <br />uj <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: ERAN D <br />VERSION NO. 10 <br />SHEET NO. <br />ST <br />