Laserfiche WebLink
THEN WRAPPED AROUND STUD (USP <br />MTW12) <br />PLAN VI EW <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 />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN 4' <br />AND �' GAP TOP AND <br />BOTTOM, GLUED AND <br />2x4 syp <br />NAILED TO STRINGER <br />blocking <br />strap (U <br />M <br />2x12 TREAD <br />GLUED AND <br />NAILED <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU NOT TOUCH STRINGERS <br />STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS x4 GLUED AND NAILED TO STRINGER <br />E FOR DRYWALL SPACING <br />H SECTION VIEW <br />SCALE: 11' = 1'-0" <br />A", <br />STRINGER MUST MA <br />CONTACT WITH LAN <br />2x4 CUT G,...�. <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 />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 />Bx4 BLOCKING FOR 2x12 _ <br />2x4 PT UNDER 2x12 �J <br />2x12 SYP rSCAB 2x4 GLUED AND NAILED (EACH <br />STRINGER [STRINGER <br />TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />PROVIDE MOISTURE <br />PROTECTION <br />L <br />ACH ALL COMPONENTS <br />2x4 SYP BLOCKING TAIR TO CONC. W/" X <br />FOR STRAP <br />I PT NOTCHED INTO STRINGER TAPCONS@ MAX. 32" O.C. <br />D NAILED TO FLOOR WITH GLUE (USP MTW12) BEHIND <br />STRINGER CONTACT POINTS RISER ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ 4" X NAILED TO STRINGER <br />2' TAPCONS @ MAX. 32" O.C. <br />SECTION VIEW "A" <br />SCALE: 1" = V-0" <br />STRINGER MUST MAKE <br />FULL CONTACT WITH LANDING <br />2x SYP CUT TO FIT <br />BEARS IN WALL <br />2x12 SYP BEAR <br />IN WALL <br />2x6 SYP <br />" NV2x4 PT NOTCHED IN <br />AND NAILED TO FL( <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 ADDED7jrBEARPS <br />" PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />UT TO FIT <br />N WALL <br />2x12 SYP <br />BEARS IN WALL <br />BULLNOSE <br />DETAIL <br />SCALE: 1" = 1'4" <br />TRINGER <br />A <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-T <br />STRINGER CONTACT <br />POINTS <br />SCALE: 1" = 1'-0" <br />SECTION VIEW "B" <br />SECTION VIEW "E" <br />2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />GLUED AND NAILED TO STRINGER <br />OR DRYWALL SPACING <br />E SECTION VIEW <br />SCALE: 2' = 1'-0" <br />3/4 PLYA <br />ON DECH <br />—2x8 SYI <br />AND Ni <br />FRAMIP <br />2x4 DRAF' <br />STOP <br />2x4 BLOCK <br />C <br />SCALE: 1" = 1'-0" <br />SCALE: 1" = V-0" <br />'ER <br />:4 GLUED AND NAILED TO STRINGER <br />DRAFT <br />)P <br />8 SYP DRYWALL STOP <br />JST NOT TOUCH ^ <br />"RINGERS <br />x4 BLOCKING FOR 2x12 <br />x4 PT UNDER 2x12 <br />SECTION VIEW "C" <br />SCALE: 1" = 1'-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 />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 j 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" = 1'-0" SCALE: 1" = 1'-0" <br />0 1 /AIM l.oUIV0 I MUl.# I IVIN UC I HI LJ <br />(IF 11X17 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 (- <br />ECTION VIEW "H" <br />SCALE: 1" = V-0" <br />Z M <br />O <br />O <br />O <br />Z N <br />Z <br />Q <br />O <br />O <br />to (D <br />Cn <br />L.0 <br />OLJJ <br />Lv <br />F <br />E <br />0 <br />(� U <br />00 <br />di r <br />a)M <br />L U <br />�- E <br />Cd (0 M <br />m -g - <br />U <br />oil <br />0 ONO <br />4i <br />a) <br />C LL 00 <br />3 -65 <br />U� <br />C Y <br />�Qo <br />u7 O <br /><tm <br />Sao <br />AI <br />BID. <br />V.0 a ➢ C <br />II <br />CI <br />N Cn <br />M <br />`fit a <br />Ul) P­ <br />O., t'M fjd N <br />N <br />OO <br />,00 <br />d� a. d°% <br />r` .o "¢ m <br />at", w,: wl'✓ <br />a. u`'..{ii o <br />W <br />g 10 A,0 <br />LL W d f +> <br />®®� - 3 " <br />A (�M4 ®µd <br />n`{• aeon¢ ��a��,. <br />}- OF, <br />To the best of the Engine645� ,�y ggi�g�%ipfpf ,and <br />belief, the structural plans and"s�b�itcontained <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 />O <br />Z <br />O v <br />Iq 4-J O <br />U.) M O <br />Fes-+ <br />Q "v Lf1 <br />a- � L <br />a�U-U) <br />Q <br />< U fu <br />Q. OC) <br />z§ <br />J <br />W <br />� <br />d' <br />oZ <br />o <br />0 <br />w <br />z a <br />z� <br />as <br />�F <br />r <br />w Q r a <br />080, <br />V <br />=oWz <br />CioJw <br />Lu O n <br />Lu <br />C LL N <br />�U <br />�W <br />oZ <br />zz <br />U) <br />¢o <br />Fz <br />Lr) <br />! <br />�3 <br />1 n <br />1— <br />F <br />z <br />o <br />; <br />i� <br />o <br />U <br />0 <br />z <br />o� <br />4 <br />0, -0 <br />� r <br />J{ <br />U <br />Woo <br />-0a <br />�{{ <br />TF <br />N <br />�.L <br />Z Q <br />J <br />Q <br />a <br />DWI <br />$ W 2: ~�fo <br />Z <br />N <br />Woo <br />W <br />ui <br />W <br />�Z <br />0;a �0 <br />m0Wo <br />c <br />G <br />Q <br />Q <br />Z <br />.Y8 <br />¢ , z <br />Z <br />U) z <br />m <br />J O <br />` z <br />�o <br />g <br />= <br />a <br />ul <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION N0. 10 <br />SHEET NO. <br />ST <br />