Laserfiche WebLink
ROOF PITCH PER INSTALL 2X BLOCKING 2X6 OUTRIGGER TO MATCH PURLIN SIZE <br /> ELEVATIONS PER DETAIL 12 r ATTACH TO POST W# NAILS <br /> PURLIN PER PLAN ATTACH EA TOP GIRT,O OUTRIGGER <br /> ROOF SHEATHING ING PER ELEVATIONS I SIMPSON LU26 HANGER ATTACH TO PURLIN BLOCK WS(2 NAILS <br /> INSTALL PER DWG D1.11 # INSTALL PER DETAIL 1,2 OR(1)SILIPSOII ASa AIIDGLE ► TYP E SIDE OF POST <br /> INSTALL(212X6 BEARING MIENi'� ' OUTRIGGER BACKSPAN SHALL BE NO LESS <br /> PURLIN SIZE AND SPACING PER PLAN BLOCKS TIGHT UNDER EA 1 1 2X FASCIA S ' -'" THAN OVERHANG LENGTH <br /> INSTALL PURLIN AND PIRABLOCK PER DWG O` RAFTER AND BETEEN II MI k _ �► <br /> SUBSEQUENT FLAT GIRTS A i ATTACH E TRUSS TO <br /> TRUSS,OUTRIGGER AND , ATTACH EA BLOCK TO POST I POST` ,E,NAILS , `. <br /> TOP GIRT ATTACHMENT 3r I(10)NAILS <br /> PER DETAI 1.1 ' L ,s RAFTERS ERS PER PLAN <br /> Kl 3 fP�A CORNER POST k ENSURE FALL CONTACT BETWEEN <br /> ,. ATTACH x O POST iE)NAILS FIAT GIRTS PER DWG D I <br /> „la <br /> i TRUSS AND BEARING BLOCK <br /> . . FLAT GIRTS PER DWG D1,0 BEARING <br /> (_.____ ___.. 2XXS LONG BARIH BLOCK <br /> TIGHT UNDER INSIDE RAFTER BEADING BLOCK PER DETAIL1,3 BEARING BLOCK MUST PROVIDE FUL <br /> BEARING FOR TRUSS HEEL <br /> 11111111111 <br /> --'""111 ATTACH BLOCK TO POST DETAIL I .� <br /> CORM ER POST r0i NAILS TRUSS ATTACHMENT WITHFLAT GIRTS <br /> `. . PRE-ENGINEERED SECTION BEARING BLOCK PER DETAIL 1.3 TRUSSES BY OTHERS BLOCKING BETWEEN PRLIS <br /> TYP EA SATE OF POST PER PLAN VIEW GABLE RAFTER CONNECTION NIl FLAT GIRTS ATTACH TO TOP OF RAKE-BEAM i(2)BAILS <br /> (1)SIMPSON LPT4 FRAMING PLATE <br /> 2XB 2 OF GIRTS PER DWG D1.0 PURLIN PER PLAN <br /> INSTALL FLAT`@ 24 O,C.FOR 12'SPANS AND LESS ; BATTACK T( TOP OF RAKE <br /> I EIG T PER I INSTALL FLAT 16"O,O.FOR 13°SPANS , ATTACH <br /> '1 NAILS <br /> ELEVATION <br /> RAKE BEAM PER PLAN VIEW TO EA BLOCK t(1 FAIL <br /> VIEWS R T POST PER PLAN VIEW <br /> WALL SHEATHINGPER ELEVATION VIEWS <br /> INSTALL PER DWG D1.0 DETAIL 1.2 <br /> • P A?LW LLS PURLINIBLOCKING ATTACHMENT TO RAKE BEAM <br /> 2X4 A.T.SCREED BOARD <br /> &2Xf(MIN)RI,BOTTOM GIRT CONCRETE SLAB PER PLAN VIEW2X BEARING BLOCK TO MATCH POST <br /> NM INSTALL Wi(3) AILS EA END WIDTH€I,.FREE OF SPLITS AND SHAKES <br /> BLOCK BEFORE AND AFTER INSTALLATION <br /> t3 I4 BITS I NUT& <br /> MIN �`, B. FLAT'kASHERSEASIDE <br /> 141 <br /> HOLE ... <br /> , <br /> DEPTH PER <br /> POT OLE <br /> PLAN VIEW PER DG O .B <br /> TYP ALL POSTHOLES NOTE:ALL DIMENSIONS ARE MINIMUM <br /> i 1.17 MIN DIMENSIONS AND MAY BE INCREASED <br /> TY - I --1-112"MIN BUT NOT DECREASED <br /> DIAMETER DETAIL 1.3 <br /> PER PLAN SCALE:NTS <br /> VIEW BEARING BLOCK DIMENSIONS&BOLT SPACING <br /> SECTIONS &DETAILS <br /> ,• /DRAWING NO.: 51.0 OWNED KIRK KLAWITTER <br /> SECTION A . c,'l 7e, r REV.: 0 SHEET:4 WCA N:2107122ND PL.SE <br /> .00 <br /> � � ,, , . ` ' PROJECT NO.: 11905073 EVERETT,WA.98208 <br /> ;r J DATE:31 MAY 23019 SCALE: 3I8"=i-0" DRAWN BY:SA <br /> \ r " ' South Valley Engineering <br /> s :�� , ,X. 1414111.1.1144. <br /> „ <br /> "4► � 4742 Liberty Rd.S#131 * Salem,OR.97302 <br /> t"`fs .a Ph.( 03)302-7020•Fax(888)535-6341 <br /> www.southwalleyengineedng.com <br />