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THEN WRAPPED AROUND STUD <br />PLAN VIEW <br />SCALE: <br />V-0" <br />HANDRAIL - SHAIL HAVE MIN. & MAX. HEIGHTS FROM <br />TOP OF TREAD @ NOSING OF 34" & 38" HANDRAILS <br />SHALL HAVE EITHER A CROSS SECTION DIA. <br />BETWEEN 1-1/4" TO 2" OR SHALL PROVIDE <br />EQUIVALENT GRASPABILITY. CLEAR SPACE <br />BETWEEN HANDRAIL & WALL SHALL BE A MIN OF <br />1-112" INCHES. (RE. FBC R311.5.6,2007 EDITION) <br />HANDRAIL DETAIL <br />SCALE: N.T.S. <br />2x4 SPF NOSING GLUED AND <br />NAILED MATCH NOSING ON <br />OTHER TREADS <br />3/4" RISER CUT TO FIT <br />EN 1" <br />MAINTAIN BETWE 4 <br />AND2"' GAP TOP AND <br />, <br />2x4 <br />NAILED TO STRINGER yp <br />s <br />bloc*kin <br />for,,,�' <br />2x12 TREAD <br />GLUED AND <br />NAILED—, <br />Z <br />DTFT ST�P <br />2x <br />\-2x8 SYP DRYWALL STOP MUST <br />2x4 PT NOTCHED INTO 1><1 <br />STRINGER AND TAFICONED <br />INTO FLOOR WITH GLUE— NOT TOUCH STRINGERS <br />AT STRINGER CONTACT x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS "I <br />L, UED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />/`H\ SECTION VIEW - <br />SCALE: 12" =11 <br />-0. <br />STRINGER MUST MAKE FI <br />CONTACT WITH LANDING <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />SECTION VIEW "All <br />STRINGER MUST MAKE <br />FULL CONTACT NTH LANDING <br />2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH <br />7-ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2XI12 <br />FACE OF 2ND RISER -3/4" RISER CUT TO FIT STRINGER <br />MAINTAIN BETWEEN <br />AND "' GAP TOP AND 4 <br />2 <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />I x4 GLUED AND NAILED TO STRINGER BLOCKING FOR <br />STRAP GLUED TO ---------- <br />-2x4 DRAFT RISER AND TREAD <br />STOP <br />--- ------------ 2x8 SYP DRYWALL STOP MUST <br />2x SYP CUT TO FIT �'ZZ NOT TOUCH STRINGERS <br />BEARS IN WALL <br />x12 SYP <br />BEARS IN WALL <br />'--2x6 SYP <br />L <br />Xx, <br />ZZ L 2x4 SYP BLOCKING <br />FOR STRAP <br />2x4 PT NOTCHED INTO STRINGER (SIMPSON TAZ1 5) <br />AND NAILED TO FLOOR WITH GLUE <br />BEHIND RISER <br />AT STRINGER CONTACT POINTS <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL <br />SECTION VIEW "Bvv <br />SCALE: I"= V-0" SCALE: 1 V-0" <br />LIGN THIS STUD WITH FACE OF 2nd RISER <br />-2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />ROVIDE MOISTURE <br />R DE MOIS/TLJRE <br />OVt CTI <br />PROTE ON <br />LZAA H A ONENTS <br />PROTECTION <br />A TT LL COMP <br />TTACH ALL COMPONENTS <br />W 1" X <br />OF STAIR TO CONIC. W/ 1'X <br />T PCO S M X 4' <br />O.C. <br />4'=CONS @ MAX. 32-1 O.C. <br />ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ "' X NAILED TO STRINGER <br />2 "' TAPCONS @ MAX. 32" O.C. <br />4 <br />SECTION VIEW licil <br />SCALE: 1 V-0" <br />TOP OF <br />�TRINGER <br />TREAD <br />'xX <br />1x4 GLUED AND NAILED TO STRINGER <br />CONN. TO BOTTOM <br />2x4 DRAFT �j <br />STOP —104 <br />OF NEWEL POST <br />PER CONTRACTOR <br />SYP DRYWALL STOP <br />74 <br />2x SYP CUT TO FIT <br />z , , z <br />__­�­2x8 <br />MUSTNOTTOUCH <br />STRINGERS <br />BEARS IN WALL <br />I <br />X <br />2x12 SYP BEAR <br />E <br />2X4 YP <br />2x4 SYP <br />Of) <br />BLOCKING <br />2x4 BLOCKING FOR 2x1 2 <br />IN WALL <br />z FOR <br />2x4 PT UNDER 2x12 <br />STRAP <br />2x6 SYP <br />2x4 PT NOTCHED INTO STRINGER <br />AND NAILED TO FLOOR WITH GLUE <br />AT STRINGER CONTACT POINTS <br />SECTION VIEW "ID" SECTION VIEW "Ell <br />SCALE: I"= V-0" SCALE: 1 V-0" <br />FILLER STRIPS ADDED <br />PLYWOOD <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SYP CUT TO FIT <br />,,'-2x <br />BEARS IN WALL <br />_--2xl2 <br />SYP <br />BEARS IN WALL <br />BULLNOSE <br />DETAIL <br />SCALE: 1 V-0" <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />SCALE: 1 V-0" <br />-3/4 PLYWOOD <br />ON DECK I 11_��_" <br />--2x8 SYP GLUED <br />FRAMING 2x4 SYP <br />z <br />AND NAILED TO z' " _� - <br />-2x4 DRAFT 2x1 2 FBLOCK1140 <br />STOP TREAD FOR <br />STRAP <br />GLUED _z <br />AND <br />1� -1 <br />�111 , �- /' <br />4A <br />7 FT ST� P <br />DRA <br />—2x8 SYP DRYWALL STOP MUST <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />NOT TOUCH STRINGERS <br />INTO FLOOR WITH GI_7� <br />"x4"GLUED AND NAILED TO STRINGER <br />AT STRINGER CONTACT <br />_� FOR DRYWALL SPACING <br />POINTS <br />B <br />SECTION VIEW <br />"' = 1' <br />SCALE: 2 _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 PLYWOOE <br />ON DECK <br />--2x8 SYP GLt <br />AND NAILEE <br />FRAMING <br />2x4 DRAFT <br />STOP <br />2x4 BLOCKING <br />C <br />NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <br />FLOOR GIRDER PROVIDE SOLID BLOCKING <br />2X4 CUT ON OR 1 3 x 16" VL BELOW ALL NEWEL POST <br />4 FROM JOIST TO JOIST. USE <br />BEVEL GLUED <br />2 X 12 BLOCKS, GLUED AND <br />AND NAILED TO <br />LVL NAILED TO JOIST. <br />NEWEL POST - <br />SECTION VIEW "Gil BLOCKING - <br />SCALE: 1 V-0" SCALE: 1 V-0" <br />SECTIO <br />N VIEW <br />SCALE: 1'-0" <br />2 <br />STAIR CONSTRUCTION DETAILS <br />SCALE: AS NOTED <br />(IF 1 1X17 REDUCE SCALE.5) <br />rWALL JOINT <br />YWALL TO <br />IER JOISTS) <br />STUD NAILED AND <br />)ED TO TOP PLATE <br />CUT INTO RIM BAND, <br />)ED AND NAILED TO <br />RING WALL BELOW <br />MALL JOINT <br />YWALL TO <br />/ER JOISTS) <br />NOTE: HANDRAIL 5HALL BE 42" ABV. ENE) OF TREAD A <br />FICKET <br />OFT. FICXET RAILING <br />2 X (b CAP <br />1/2 <br />2 X 4 FRAME <br />HALL <br />E LP L T <br />THE BLOCK <br />PROVIDE <br />'�ETXL <br />BLOCKING HALF AALL L <br />2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />(GLUED AND NAILED) <br />TRUSSES <br />NOOD FICKET5 5FACED 0 4" rl( , <br />aARDRAIL5 5HALL BE ADOUATE IN 5TRENOTH, <br />PIJRABILIT'� AND ATTACHED A5 PE5CRI51:0 IN <br />5ECTION R512.2, FRO 2007 <br />OPTIONAL Pk�<ET [�ETAI <br />GUARD AND HANDRAIL NOTES <br />OR512.2 OUARD OFENIN& LIMITATIONS. <br />REOUIREI�) 5L)ARZ,)5 ON OPEN �-IDES OF 57AIRAA"T'S, RA15ED FLOOR <br />AREAS, 5ALr-CNIE5 AND FORr_HE5 SHALL HA\/E INTERMEDIATE RAILS <br />OR ORNAMENTAL CL05URES NHIC-H F-)C NOT ALLON FA55A&E OF A <br />SPHERE 4 Nr_HE5 (102 rnrn) OR, MORE IN DIAME7ER.. <br />EXr-EP71ON5: <br />1. THE 7RIANOL)LAR OFENIN05 FORMED 5"r THE RISER, TREAr:;� AND <br />E30TTOM RAIL OF A OUARD AT THE OPEN SIDE OF A 5TAIRAA-�r ARE <br />-1177Er 70 BE OF SUCH A SIZE THAT A SPHERE & INCHE5 (152 rnrn) <br />PER� <br />r-ANN07 PASS 7HROJOH. <br />2. OFENIN05 FOR REOUIRE17) 51JARD5 ON THE 51DE5 OF 57AIR TREAP5 <br />0 0 0 rnrr TO 55 <br />OH. <br />THROU <br />HAN:�)RAILS FOR 57AIRNA'rS SHALL. BE (�ONTINUOU5 FOR THE FULL <br />LEN07H OF THE FLIOHT, FROM A POINT 1�)IREr-7ILT' ABO\/E THE TOP <br />R15ER OF THE FLIOH7 TO A POINT E7)IREC,7LT` AE30\/E LOViE57 RISER <br />- R SHALL <br />OF THE FLIOHT. HANDRAIL F-Nr,)5 SHALL BE RETURNE:,) 0 <br />TERMINATE IN NENEL P05T5 OF, 5AFET'r TERMINALS AS PER FRr_ <br />200-1 R511.5.6.2 <br />9 HANDRAIL ORIP SIZE SHOULD BE IN C-ONFORMANr-E NITH FRC_ 200-7 <br />IIIIIIIALL OTHERS PARTS OF STAR. 5HOULI�� BE IN r_ONFORMANr_F_ NITH <br />FRr, 2007 R511.5 <br />DANSCO <br />ENGINEERING, LI-C <br />P.O. BOX 3400 <br />Apollo Beach, Flodda 33572 <br />p. 813.645.0166 <br />f. 813.645.9698 <br />vvww.donscoengineering.com <br />Q <br />0 C) <br />5 io <br />U! m Q <br />z <br />> <br />z <br />g <br />z <br />z _j U <br />u i C:I' <br />i Ln <br />Ln <br />Ln <br />Lu <br />V) <br />< <br />z <br />< <br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND <br />BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS <br />COMPLY WITH 2DO7 FLORIDA RESIDENTIAL BUILDING <br />CODE (INCLUDING 2009 SUPPLEMENT), SECTION <br />R30 I FOR 120 MPH, 3 SEC. GUST, EXPOSURE "C- <br />ENCLOSED (INTERNAL PRESSURE COEFFICIENT = ±O . 18) <br />WIND ZONE. <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS <br />AFTER THE DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OF THIS DRAWING ONLY. <br />02011 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />— <br />0201 I -THESE DRAWINGS AND DESIGNS ARE THE JOINT <br />PROPERTY OF DANSCO ENGINEERING, LLC AND THE <br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR <br />UNAUTHORIZED USE IS PROHIBITED. <br />REVISION: <br />DATE <br />DESCRIPTION <br />02.02.09 <br />1.0 2007 FBC UPDATES <br />10.29.09 <br />1.01 FFPC 2007 UPDATE <br />05.07.10 <br />2-00 GP FIREWAU <br />07.28.10 <br />A LT <br />=G <br />6R <br />F ROTIOLE ROOF <br />11.12.10 <br />4.00 ADD STEM WALL DFAILS <br />04.20.11 <br />4.01 REVISED NON -DROP <br />- <br />GABLE DETAIL <br />06.10.11 <br />4.02 REVISED J/S6, B/S6 & F/S6 <br />FOR HANGER CONN. <br />- <br />06.24.11 <br />4�03 R=001 1HEATHING <br />T FIR <br />VERSION NO. 4.03 / 06.24.11 <br />CA 25948 <br />SAMUEL A. GREENBERG, <br />P.E. #34245 <br />THUY H. HUYNH, <br />P.E. #60122 <br />o IRWIN J. BENSON, <br />P.E. #49758 <br />SEAL: <br />4� <br />ET TITLE: <br />STAIR DETAILS <br />SHEET INFORMATION: <br />JOB NO.: 310623 <br />DATE ISSUED: 07.19.11 <br />DRAWN BY: DZ <br />REVIEWED BY: TH <br />STAIR <br />0 <br />co <br />0 <br />0 <br />I <br />11- <br />1`0 <br />I <br />0 <br />CY) <br />r— <br />LO <br />