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*ROOF PITCH PER INSTALL 2X BLOCKING <br /> 2X6 OUTRIGGER TO MATCH PURLIN SIZE <br /> ELEVATIONS INSTALL PER DETAIL 1.2 <br /> ATTACH EnA TOP GP GIRT TO OUTRIGGER ATTACH TO POST W!(4)NAILS <br /> ROOF SHEATHING PER ELEVATIONS PURLIN PER PLAN WI SIMPSON LU26 HANGER OR 3) ATTACH TO PURLIN BLOCK WI(2)NAILS <br /> INSTALL PER DWG D`.B INSTALL(2)2X6 BEARING INSTALL PER DETAIL 1.2 TOENAILS&(1)SIMPSON A35 ANGLE � ► TYP EA SIDE OF POST <br /> I. -. <br /> PURLIN SIZE AND SPACING PER PLAN BLOCKS TIGHT UNDER EA 2X FASCIA ��� OUTRIGGER BACKSPAN SHALL BE NO LESS <br /> THAN OVERHANG LENGTH <br /> INSTALL PURLIN AND PURLIN BLOCK l TRUSS HEEL AND BETWEEN _. <br /> TRUSS.OUTRIGGER AND PER DWG D1.0 t SUBSEQUENT FLAT GIRTS ATTACH EA TRUSS 70 �j <br /> ATTACH EA BLOCK TO POST <br /> POST W'116 NAILS li <br /> TOP GIRT ATTACHMENT DOUBLE RAFTER PER PLAN ENSURE FULL CONTACT BETWEEN <br /> WI(1�?)-NAILS / <br /> PER DETAIL 1." ,2 ATTACH TO POST`W (6)NAILS �� TRUSS AND BEARING BLOCK <br /> -_----- � *( TYP EA CORNER POST BEARING BLOCK PER DETAIL 1.3 I BEARING BLOCK!JUST PROVIDE FULL <br /> 2X6X1$"LONG BEARING BLOCK BEARING FOR TRUSS HEEL <br /> PLAT GIRTS PER DWG D1.0 .L TIGHT UNDER INSIDE RAFTER& FLAT GIRTS PER DWG DIG ATTACH BLOCK TO POST DETAIL 1.1 <br /> CORNER POST } (12)NAILS <br /> TRUSS ATTACHMENT WITH FLAT GIRTS <br /> 0 <br /> o PRE-ENGINEERED SECTION B 2X BLOCKING BETWEEN PURLINS <br /> 'Ns—BEARING BLOCK PER DETAIL 1.1 TRUSSES BY OTHERS GABLE RAFTER CONNECTION WI FLAT GIRTS ATTACH TO TOP OF RAKE BEAPi1':Ui{2 NAILS <br /> TYP EA SIDE OF POST PER PLAN VIEW &(1)SIMPSON LPT4 FRAMING PLATE <br /> PURLIN PER PLAN <br /> 2X6#2 DF GIRTS PER DAV;DI.0 <br /> INSTALL FLAT r 24"O.C. <br /> G ATTACH TO TOP OF RAKE <br /> � BEAM v.�(2)NAILS <br /> HEIGHT PER �_ RAKE BEAM PER PLAN VIEW ,iIIL ATTACH TO EA BLOCK WI(1)NAIL <br /> ELEVATION <br /> VIEWS i P.T.POST PER PLAN VIEW <br /> WALL SHEATHING PER ELEVATION VIEWS <br /> DETAIL 1.2 <br /> _ INSTALL PER DWG D1.0 <br /> TYP ALL;VALES <br /> PURLIN/BLOCKING ATTACHMENT TO RAKE BEAM <br /> 2X4 P.T.SCREED BOARD <br /> &2X6 WIN)P.T.BOTTOM GIRT CONCRETE SLAB PER PLAN VIEW 2X BEARING BLOCK TO MATCH POST <br /> INSTALL WI(3)NAILS EA END WIDTH FREE OF SPLITS AND SHAKES <br /> BLOCK <br /> c--'-' BEFORE AND AFTER INSTALLATION <br /> "'• (2)3 4"G BOLTS WI NUT& <br /> ' <br /> 1 FIAT WASHERS EA SIDE <br /> HOLE POSTHOLE <br /> DEPTH PER ; J� /PER DWG Di.G 11.4 <br /> 1 hrilld 3. <br /> TYP ALL POSTHOLES <br /> VIEW 1 112 MIN <br /> PLAN NOTE:ALL DIMENSIONS ARE MINIMUM <br /> T`P --1 (--1-1 i2"MINDIMENSIONS AND MAY BE INCREASED <br /> BUT NOT DECREASED <br /> DIAMETER DETAIL 1.3 <br /> --IPER PLAN SCALE:NTS <br /> VIEWBEARING BLOCK DIMENSIONS&BOLT SPACING <br /> . SECTIONS & DETAILS <br /> .1. ' ‘174,/ OWNER: <br /> DRAWING NO.: S1.0 _ RUSSELL CLARK <br /> SECTION A ''`��4., !./ REV.: 0 SHEET: 4 9 74TH ST SW <br /> r'�S"��`®��^��yq�.�.,{� �1� LOCATION: <br /> Y _7'` l' PROJECT NO.: 11908050 EVERETT,WA.98203 <br /> • J/ ' DATE: 12 SEP 2019 SCALE: 3/8".1'-0" DRAWN BY: EM <br /> •39188 South Valley Engineering <br /> 4742 Liberty Rd.S#151• Salem,OR.97302 <br /> Ph.(503)302-7020•Fax(888)535-6341 <br /> www.southvalleyengineering.com <br />