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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 />13/4x 11 <br />JVL <br />2x4 UNDER STRINGER - <br />GLUED AND NAILED TO <br />LANDING <br />2X4 UNDER STRINGER GLUED,8 <br />NAILED TO LANDING BLOCKING <br />D <br />2X4 PT NOTCH`- <br />r <br />INTO STRI NGER� <br />H D <br />---2x8 BLOCKING FOR STRAP <br />NOTE: <br />JOIST <br />2x8 <br />SYP <br />SYP <br />2x8 SYP <br />FAI <br />STRINGER MUST MI <br />CONTACT WITH LAN <br />2x4 CUT C— <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2X8 <br />F <br />ALIGN <br />THIS STUD WITH <br />FACE <br />OF 2ND RISER 3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN <br />ANDJ"GAPTOPAND <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 />7,� <br />2x8 SYP DRYWALL STOP MUST <br />7fl <br />NOT TOUCH STRINGERS <br />L <br />B tL-L BLOCKING FOR 2x12 <br />_,,�2x4 PT UNDER 2x12 <br />C <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />y4Q --4--PROVIDE MOISTURE <br />PROTECTION <br />SYP BLOCKING ZATTACH ALL COMPONENTS <br />OF STAIR TO CONC. W/ t'X <br />ATT <br />0 <br />FOR STRAP �ING L <br />PT NOTCHED INTO STRINGER 3E 2 TAPCONS @ MAX. 32" O.C. <br />.L (USP MTW12) BEHIND <br />D NAILED TO FLOOR WITH GLUE <br />S RISER ATTACH ALL COMPONENTS 1x4 GLUED AND <br />STRINGER CONTACT POINTS <br />OF STAIR TO CONC. W1 I" X NAILED TO STRINGER <br />2 T'TAPCONS @ MAX. 32" O.C. <br />SECTION VIEW "All <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP B <br />IN WALL <br />2x6 SYP <br />L--1x4 blocking <br />FLOOR GIRDER PROVIDE SOLID BLOCKING <br />20" FLAT STRAP NAILED TO RISER AND 2X4 CUT ON OR 1 x 16" VL BELOW ALL NEWEL POST <br />THEN WRAPPED AROUND STUD (USP BEVEL GLUED FROM JOIST TO JOIST. USE <br />MTW12) //2x4 PT NOTCHED INTO STRINGE�VR AND NAILED TO 2 X 12 BLOCKS, GLUED AND <br />i <br />AND NAILED TO FLOOR WITH GLUE LVL NAILED TO JOIST. <br />SCALE: 1 V-0" <br />E <br />SECTION VIEW "B" <br />SCALE: 1 V-0" <br />3LUED AND NAILED TO STRINGER <br />RAFT <br />3YP DRYWALL STOP <br />TNOTTOUCH <br />NGERS <br />BLOCKING FOR 2x12 <br />PT UNDER 2x12 <br />TOP OF <br />STRINGER <br />VIC11 <br />SECTION VIEW <br />SCALE: 1 V-0" <br />CONN. TO BOTT <br />OF NEWEL POS7 <br />PER CONTRACT <br />PLAN VIEW <br />SCAL—ET"=V-0-� <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 />Pr)P PI-QP Alkin PI IKII 1M1=r)PIkAATIr)N <br />2X4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS' <br />2X4 CUT ON BEVEL.�����.� AT STRINGER CON' <br />DOES NOT BEAR IN <br />WALL <br />SECTION VIEW "D11 <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 />--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 />—3/4 PLYWOOD <br />10 <br />3/4" RISER CUT TO FIT <br />ON DECK <br />10 <br />MAINTAIN BETWEEN <br />AND�'GAPTOPAND <br />9 <br />SYP GLUED <br />BOTTOM, GLUED AND 2x4 syp <br />AND NAILED TO <br />FRAMING <br />NAILED TO STRINGER blocking for <br />strap (U <br />2X4 DRAFT 2x12 <br />M <br />STOP TREAD <br />2xl 2 TREAD <br />GLUED <br />GLUED AND <br />AND <br />NAILED--\ <br />NAILEE <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE-A-T <br />STRINGER CONTACT <br />POINTS <br />I 't2x8 SYP DRYWALL STOP MUST <br />YNOT TOUCH STRINGERS <br />2X4 BLOCK I N KN EEWALL FOR 2x1 2 NAI LI NG <br />-1x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />SECTION VIEW <br />SCALE: v-0" <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />INTO FLOOR WITH GLUE -AT - <br />STRINGER CONTACT <br />POINTS <br />SCALE: 1" V-10" <br />\/4-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />L--`I�ffGLUED AND NAILED TO STRINGER <br />--15OR DRYWALL SPACING <br />SECTION VIEW "Ell <br />SECTION VIEW <br />SCALE: 1 '-0-' <br />-3/4 PLY\A <br />ON DECI` <br />--2x8 SYI <br />AND N) <br />FRAMIl' <br />2X4 DRAF <br />STOP <br />2X4 BLOCk <br />SCALE: 1 V-0" <br />SECTION VIEW "G" <br />SCALE: 1 V-0" <br />:L POST LET INTO <br />LOCK <br />IDE <br />KING <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />FLOOR <br />TRUSSES <br />NEWEL POST <br />BLOCKING <br />SCALE: 1 V-0" <br />0 1 /AI N UUINO I r%UU I IUIN Ut I AlLb <br />(IF 1 1X17 REDUCE SCALE.5) SCALE: AS NOTED <br />JOINT <br />TO <br />)ISTS) <br />NAILED AND <br />TOP PLATE <br />qTO RIM BAND, <br />ID NAILED TO <br />WALL BELOW <br />JOINT <br />- TO <br />)ISTS) Lj <br />2X <br />USP <br />ECTION VIEW 111-111 <br />SCALE: 1 V-011 <br />(D <br />z <br />z <br />< <br />I <br />z <br />V) 0 <br />a) C—n <br />4--J u-, <br />0 <br />0 LU <br />E <br />0 <br />2 co <br />V) <br />00 <br />E <br />8 <br />'03, CG*0, <br />0 CD <br />U- co <br />0 2 i::- <br />< 00) <br />(0 CL 8 <br />Lo 0 -'r <br />A <br />I <br />N-C-B-D-C <br />AL—N <br />8 <br />Do <br />�V� <br />w <br />OFQ <br />z <br />Z <br />u- LL% <br />-ft <br />4. - " <br />ri't <br />Z :PLO, <br />WM.S-a 11 <br />LL lu " �- S sk <br />;&;Cq <br />-.21vi ;$ <br />111111111ttl <br />0 <br />M <br />01, DI <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 Sth 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 />C:) <br />z 117�4 <br />0 cu <br />4-j <br />CD <br />:3 %D c) <br />U0 M CD <br />M N <br />(0 Ln <br />z <br />0 <br />CU — Ln <br />L- LL. <br />CL <br />>. . <br />ce U (a <br />(a. 001, <br />< <br />z 3i E <br />Uj <br />z <br />LUC) <br />0 <br />W z <br />LU U-2 <br />lu z <br />,Q z 2 aw <br />U �-- a 0 <br />ro- �g , z < 0 <br />8 t � <br />Uzi P ZZ <br />0. � C,� wl <br />U 0 <br />8L Lon- Nr U <br />W <br />C) <br />ui C14 <br />a. z 0 <br />9 z <br />v- <br />Uj <br />W LH <br />C) <br />In <br />117�4 <br />r*4 <br />Ln <br />LL]o'< <br />uj i-- <br />CA �e <br />1011 OZ 8 21 <br />C) <br />< <br />u Lu-,7 2 <br />0 <br />fo <br />Z <br />z <br />op LZU <br />z 8y R; re 2� <br />L. U, 121 =8 0 <br />Uj <br />F<- LU Vt 6 <br />> <br />LU 0 z <br />5C r- 20: S <br />=) � C, a <br />OR u- <br />V) z <br />0 <br />z < <br />LLJ LU <br />x <br />c) <br />< <br />z <br />UJI <br />> <br />0 <br />z <br />z <br />�--11 <br />—j <br />SCALE AS NOTED <br />PLOT DATE 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />1525 <br />JOB NO: 17-1426 <br />SHEET NO. <br />F0% <br />T <br />