Laserfiche WebLink
STD. 36'%WAIL z g <br /> OPT.OPEN RAIL v `� <br /> SPACE PICKETS Z •co o <br /> o SO 4% SPHERE J ^ n <br /> I MAY NOT PASS CL n n <br /> WIDTH OF LANDINGS <br /> SHALL NOT BE LESS z ' <br /> THAN THE STAIRWAY <br /> SERVED.LENGTH SHALL <br /> BE 36•MINIMUM IN THE co g <br /> --- DIRECTION OF TRAVEL. <br /> 0 <br /> FACE NAIL 34*P.W. TO <br /> DBL JSTS.&A35 TO _ <br /> STRINGER W/2x BLKG. 3 <br /> --- 6'SPHERE MAY a' �G <br /> FREBLOCK ADJACENT L--_ NOT PASS THRU a v ,� <br /> WALLS PER IRC R60ZB TPoANgJ= m <br /> HANG— — — — — — — — — _ <br /> — — — — — — — — — — — — — — — — — <br /> �� t I L - 2'0 FULL I LENGTH HANDRAIL NTH <br /> 04'MIN.SPACE TO WALL. Z `\ <br /> RETURN ENDS TO WALL <br /> OR TERMINATE AT POST. `N. <br /> MIN. <br /> HANDRAIL TO SUPPORT / M m O <br /> PLIED <br /> ALL SHADED WALLS I 200 MIN ANY DIR.LOAD ECTION. ^ FACE NAIL Y4'P.W. <br /> TD DBL JOISTS. i <br /> N ARE BR'G FOR TRUSSES I A35 M STRINGER. <br /> ti II ti 2x TREADS&lx RISERS 2x BLKG.BEHIND. 0 <br /> a �' <br /> N <br /> r IA I FIREPROTECT ENCLOSED <br /> N H I 2x12 STRINGERS O UNDER STAR WALLS& <br /> ®� co 16'O.C. MAX SOFFITS W/J4'GWB <br /> -%'MINIMUM&1Xi <br /> wr I� w W I MAXIMUM NOSING <br /> of II" a 6---I _I — — — — _ STAIR DETAIL <br /> ¢ a IIr o 0i <br /> I I <br /> w. w <br /> D N I FLAT TOP/FLAT BOT. o Ni o <br /> N GIRDER TRUSS RIDGE RIDGE <br /> - - - — - - - - —Ip- - - - - — — — — — — — I i o <br /> a I <br /> T DESIGNED&MANU <br /> FAC <br /> T <br /> U <br /> R <br /> E <br /> D <br /> N PER ANSI/M 1. DESIGN BY STATE UCENSB <br /> ENGR.&MANUFACTURE)AT APPROVED <br /> PLANT. SUBMIT TRUSS DESIGN DRAWINGS <br /> __---- 2x62HF RFTRS a BUILDING OFFICIAL FOR APPROVAL PRIOR TO <br /> oINSTALLATION&SHR DRAWINGS TO JOB SITE E <br /> �I / ISSOR TRUSSES � 24" O.C.SCO NTH TRUSSES. DESIGN DRAWINGS TO <br /> N INCLUDE <br /> TEALL LOADS,LUMBER IWO., <br /> i6-0FIATTERN 8:12\PITCH \s W O@CHONSHANGERS,PERMANENT REO'D. <br /> , ASALOCATIONS. INFORMATION <br /> W fO ASSPEQFlEDPER R802110.1. T��S MIw 9'- - I i �oE�ie �"uTYTATION USPROV1LARAL STABILITY TRUSS IDRTEALSNERDCUBUIDNGLATERAL ENGINEERING. DTS <br /> OR MODIFICATION OF TRUSSES NOT PERMITTED D <br /> WITHOUT ENGINEER'S CALCS./DTIS.AND <br /> PRIOR APPROVAL BY THE BUILDING GIRDER TTiU OMMON DEPARTMENT.BOTTOM CHORD OF TRUSSES TO <br /> BE HELD OFF OF NON-BEARING NIERR/ (II A/ <br /> STRUCT. SCISSOR END TRUSS <br /> 24" EAVE I I GABLE WALLS NTH SgFSON STC ROOF TRUSS CUP <br /> TRUSS, & C <br /> L — -('— — — — — — — — — — — — r +--- END US 0" PAT, OR EQUIVALENT. GABLE END TRUSS TO HAVE <br /> 0/HANG IAls 2 PITCH VERTICAL MEMBERS 24'o.c FOR SIDING. <br /> VAULTED =o `\ I GABLE END TRUSS TO BE SHEATHED& <br /> FULL HT. STUDS WITH NAILED PER WALL BELOW. <br /> SLOPED DBL. TOP PL. ® -;%/91�, w SCISSOR SSES ® 24 O.C. �I� 25� I I ATTIC ACCESS PER R807.1 �` <br /> BOT. CHORD OF SCISSOR I � U �¢ <br /> DO NOT BREAK STUDS. 2x6 //2HF RFTRS I j>r� � 13-0" PA -N 8:12 PITCH ¢Iv siq ( © 22'z30'MINIMUM ROUGH FRAMED OPENING. <br /> 2 24" O.C. TR I a - N W} - INSULATE AND WEATHERSTRIP DOOR 1Z•HEIGHT <br /> STRUCT. SC SSOR END TRUSS I INSULATION DAM.30'MINIMUM CLEAR HEADROOM. <br /> LINE IF PORCH B - <br /> STICK FILL OVER TRUSSES W/2x4 <br /> -_ — — — — — — — L - — — — — HF/2 RAFTERS 0 24'o.c 4'MAX ¢o <br /> 2x6 //2HF RFTRS FULL HT. STUDS WITH SPAN. POST DOWN O 4.c.TO <br /> 0 24" O.C. 6:12 TRUSSES BELOW.STAGGER POSTS OF C D <br /> SLOPED OBL. TOP PL ® ADJACENT RAPIERS TO ALT.TRUSSES. <br /> 2x4 #2HF CLOG JSTS a <br /> NI 24" O.C. FULL WIDTH BOT. CHORD OF SCISSOR s 3 <br /> DO NOT BREAK STUDS. } k <br /> ROOF FRAMING PLAN SCA =1.-0• a <br /> LE: <br /> �U <br /> z N Z <br /> ©2 <br /> • � a w <br /> 0 0 <br /> V <br /> 5 <br /> o� <br />