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*ROOF PITCH PER INSTALL 2X BLOCKING <br /> ELEVATIONS BETWEEN PURLINS 2X6 OUTRIGGER TO MATCH PURLIN SIZE <br /> ATTACH TO POST W/(4)NAILS <br /> PURLIN PER PLAN ATTACH EA TOP GIRT TO OUTRIGGER . ATTACH TO PURLIN BLOCK W;(2)NAILS <br /> ROOF SHEATHING PER ELEVATIONS <br /> { i <br /> INSTALL PER DWG D1.0 ' WI SIMPSON LU26 HANGER � � TYP EA SIDE OF POST <br /> INSTALL 2X6 BEARING ;'���� WI- ''i'„ �OUTRIGGER BACKSPAN SHALL BE NO LESSPURLIN SIZE AND SPACING PER PLAN BLOCKS TIGHT UNDER EA �� 2X FASCIA— �,, 1 __� THAJ 0t"ERHANG LENGTH <br /> INSTALL PURLIN AND PURLIN BLOCK TRUSS HEEL AND BETWEEN I 2X4(MIN)PURLIN BLOCK 1 <br /> PER DWG D1.0 ALL SUBSEQUENT FLAT GIRTS ATTACH FACE TO TRUSS TOP ATTACH EA TRUSS TO <br /> III TRUSS;OUTRIGGER AND POST W 6`NAILS <br /> ATTACH EA BLOCK TO POST CHORD WI(3)NAILS ( ' <br /> TOP GIRT ATTACHMENT (� ENSURE FULL CONTACT BETWEEN <br /> PER DETAIL 1.1 12 n WI(10)NAILS I TRUSS TOP CHORD I TRUSS AND BEARING BLOCK <br /> TYP EH CORNER POST i�' BEARING BLOCK PER DETAIL 13 II BEARING BLOCK MUST PROVIDE FULL <br /> —_-- TRUSS BOTTO wl CHORD <br /> ATTACH TO POST PER DETAIL 1.1 FLAT GIRTS PER DWG D1 <br /> FLAT GIRTS PER DWG D1,0 BEARING FOR TRUSS HEEL <br /> I ' CORNER POST DETAIL 1.1 <br /> — — — SECTION B TRUSS ATTACHMENT WITH FLAT GIRTS <br /> 0 c GABLE TRUSS CONNECTION W/FLAT GIRTS 2X BLOCKING BETWEEN PURLINS <br /> T PRE-ENGINEERED <br /> BEARING BLOCK PER DETAIL 1.1 TRUSSES BY OTHERS ATTACH TO TOP OF RAKE BEAM WI(2)NAILS <br /> TYP EA SIDE OF POST PER PLAN VIEW INSTALL 2X BLOCKING &(1)SIMPSON LPT4 FRAMING PLATE <br /> 2X6#2 DF GIRTS PER DWG D1.0 INSTALL PER DETAIL 1.2 PURLIN PER PLAN <br /> r�INSTALL PER THE FOLLOWING OPTIONS: PURLIN PER PLAN ATTACH TO TOP SO RAKE <br /> BEAI`�1 I!V1(2)NAILS <br /> HEIGHT PER -FOR 10'- SPANS AND LESS INSTALL FLAT @ 24"O.C. (4) - — INSTALL PER DETAIL 1.2 RAKE BEAM PER PLAN VIEW `; ` t <br /> —� INSTALL 2X6 BEARING �� I ATTACH TO EA BLOCK J. (1)NAIL <br /> ELEVATION -FOR 14 SPANS INSTALL FLAT @ 24"O.C. BLOCKS TIGHT UNDER EA <br /> VIEWS <br /> li <br /> 1WI 2X4 STRONGBACKS @ 48"O.C. TRUSS HEEL AND BETWEEN III <br /> 1'� P.T.POST PER PLAN VIEW SUBSEQUENT FLAT GIRTS <br /> ATTACH EA BLOCK TO POST I DOUBLE RAFTER PER PLAN <br /> WALL SHEATHING PER ELEVATION VIEWS WI(10)NAILS ATTACH TO POST WI(6)NAILS DETAIL 1.2 <br /> INSTALL PER DWG D1.0 TYP EA CORNER,POST �; <br /> ��' TYP ALL WALLS ;I 2X6Xi6"LONG BEARING BLOCK PURLIN/BLOCKING ATTACHMENT TO RAKE BEAM <br /> ' FLAT GIRTS PER DWG D1,0 1 TIGHT UNDER INSIDE RAFTER <br /> 2X4 P.T.SCREED BOARD EXISTING CONCRETE SLAB ATTACH BLOCK TO POST <br /> &2X6(MIN)P,T.BOTTOM GIRT 11 PER PLAN VIEW CORNER POST WI(10)NAILS 2X BEARING BLOCK TO MATCH POST <br /> INSTALL; NAILS E li �` "END SECTION B WIDTH FREE OF SPLITS AND SHAKES <br /> �, GABLE RAFTER CONNECTION WI FLAT GIRTS BL K <br /> BEFORE AND AFTER INSTALLATION <br /> 1 <br /> „ (2)3 4`F3 BOLTS W;NUT& <br /> 11 "MIN :guit — 3,, FLAT WASHERS EA SIDE <br /> HOLE J� �POSTHOLE 3" <br /> DEPTH PER ' <br /> PER DWGD1.0 <br /> PLAN VIEW TYP ALL POSTHOLES <br /> 12"MIN <br /> TYP NOTE:ALL DIMENSIONS ARE MINIMUM <br /> — ---1-1i2 MIN DIMENSIONS AND MAYBE INCREASED <br /> t ( BUT NOT DECREASED <br /> DIAMETERDETAIL 1.3 <br /> PER PLAN -- SCALE:NTS <br /> VIEW BEARING BLOCK DIMENSIONS&BOLT SPACING <br /> SECTIONS & DETAILS <br /> •, ' .t�'- / DRAWING NO.: S1.0 OWNER.ARTHUR YOUNG <br /> SECTION A �`off , REV.: 0 SHEET: 4LOCATION 921 105TH PL.SE <br /> moo ' 9 / �r 40;,, <br /> PROJECT NO.: 12111043 EVERETT,WA.98208 <br /> ' "Ir • DATE: 12 JAN 2022 SCALE: 3/8"=1'-0" DRAWN BY: RCC <br /> 4/►0 2 <br /> ' 39188 South Valley Engineering <br /> 4742 Liberty Rd.S#151• Salem,OR.97302 <br /> OIYpi, Ph.(503)302-7020•Fax(888)535-6341 <br /> www.southvalleyengineering.com <br />