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1 <br /> _. _ <br /> J . <br /> ((lUND <br /> SAHL <br /> BN ROOF SHEATHING BN -- ROOF SHEATHING <br /> BN N_ <br /> 1201 First Avenue South, Suite 310 <br /> STRAP PER PLAN, STRAP PER PLAN, Seattle, Washington 98134 <br /> 3 ROOF SHEATHING 206-402-5156 wwwlundopsahl.com <br /> FRAMING CLIPS PER - WHERE OCCURS __----' WHERE OCCURS ---- <br /> SW SCHEDULE <br /> /� OVER FRAMING <br /> ROOF SHEATHING ' PER TRUSS MFR % <br /> 1 <br /> Z L <br /> Engineer's Stamp <br /> BN / _ <br /> STRAP PER PLAN, <br /> 3 ` WHERE OCCURS <br /> 4' 0" MAX <br /> NAILING PER SW SHEAR WALL -..- S <br /> SCHEDULE,TYP 10--- --------------/ <br /> •.. A'.'� / 'l 4 <br /> / TRUSS �-, <br /> 1 USS BLKG r� � � TRUSS BLKG ►���l'k •• Iri'V <br /> �. <br /> ______,_• <br /> ►�� �� i. c j 24234 ���' �4 <br /> SINGLE OR DOUBLE U�, :L�'i <br /> ROOF TRUSS \ ROOF TRUSS DRAG TRUSS H2.5A EN \ ROOF TRUSS ``IO ALE <br /> 4'-0" MAX \ <br /> � (2) 10d@6" OC / <br /> H2.5A HEADER - H2.5A SHEAR WALL - - H2.5A <br /> FRAMING CLIPS <br /> SHEAR WALL17 '''_1._A <br /> PER SW SCHEDULE <br /> Project Title <br /> SHEAR WALL <br /> '1 <br /> Typical Roof Truss Perp i Typical Roof Truss at Header Typical Roof Truss Perp to Parallel (.4Typical Roof Truss at Shear Wall C <br /> Scale: 3/4" = 1 -0 Scale: 3/4" = 1 -0" 0Scale: 3/4 = 1 -0 _ Scale: 3/4" = 1 -0 V) <br /> - RIDGE VENT PER ARCH - RIDGE VENT PER ARCH <br /> (2) EN (2) EN (2) EN -N �� <br /> (2) EN <br /> TRUSS MFR DESIGN FOR 350 plf SHEAR `..,-/-- •i u X = <br /> APPLIED AT TOP CHORD &TRANSFERRED Q It (3) EN Q 2 (3) EN <br /> DOUBLE ROW BN TO WALL PLATES BELOW; SEE NOTE 1. w 2x BLKG w iv <br /> a "' a 2x BLKG <br /> SHEATHING SHEATHING <br /> SINGLSHEAR DOUBLE <br /> TRUSS SHOEOATHING *--kb'''� � PER PLAN PER PLAN W <br /> 2x BLKG (3) 16d <br /> TRUSS SHEAR -= <br /> i f BLKG PANEL BN,TOP & BOT - - . BN,TOP & BOT `, • — � <br /> 1 / I -� -�-1 -� -� SHEATH & NAIL PER SW6 <br /> �' k SHEATH & NAIL PER /1 ( /� /� 0 <br /> SHEAR WALL BELOW PER SHEAR WALL SCHED / V / �/ ) to CO <br /> ROOF TRUSS ROOF TRUSS 4--+ <br /> CD <br /> ::: <br /> O .i <br /> @6" 2x6@24" OC LIP PER 2x6 @ 24" OC SHEAR CLIP PER . -ra ) la)�..___ A35 @ 24" <br /> Vir <br /> SHEAR WALL SCHED SHEAR WALL SCHED fu <br /> TO411 j TOENAIL CORRIDOR PLATE CORRIDOR PLATE �, J tu <br /> ---'7 � � 16d@8", TYP 10' 6" � 10 ^ ` Co <br /> - W <br /> �� �- �- LUS26 JOIST HANGER LUS26 JOIST HANGER M w <br /> A34 2x4 BRACE @ 4'-0" ' ROOF TRUSS / CO <br /> Q N <br /> SHEAR WALL 2x6 LEDGER w/(2) 1/4"O x 3" --, N W <br /> 2x6 LEDGER w/(2) 1/4"O x 3" L <br /> SDS SCREWS @ 12" OC - BEAM PER PLAN <br /> ., SDS SCREWS @ 12" OC BLKG FOR BM Project Information <br /> WALL PLATES STRAPS PER 8/S6.05 /3\ CMSTC16 STRAP EA END,TOP & <br /> 3�. <br /> BOT TO ADJACENT SHEAR WALL Project No. 18-098-01 <br /> '/ BN, TOP & BOT - <br /> Checked By BB <br /> T.O. PLATE �< T.O. PLATE /a <br /> NOTE: L 8' - 1 1/2" 8' - 1 1/2" <br /> 1. FORCES INDICATED ARE UNFACTORED WIND OR SEISMIC FORCE PER FOOT SHEAR WALL PER PLAN -/ Issue <br /> OF SHEAR BLOCKING PANEL. FORCES ARE ALLOWABLE STRESS LEVEL. —1 <br /> Typical Drag Truss T • ical Roof Truss Blockin • PanelsC.7) Truss Bearing at Wall (8) Truss Bearing at Beam 3 PERMIT RE PONSE#1 03/29/2019 <br /> 8 <br /> C5) Scale: 3/4" = 1 -0" 6 Scal-• 3/4" = '-0" .le: 3 ' = 1 -0�� = CITY RESPONSE#2 05/31/2019 <br /> / Scale: 3/4" 1 0 <br /> SHEATHING PER PLAN i ___;, _ - JOINT AT SHEATHING, <br /> EN ) ��� __ ,..0Z DO NOT STAGGER JOINT <br /> �i����s <br /> JOINT AT SHEATHING, UI- - <br /> ----_____4110 DO NOT STAGGER JOINT �, <br /> \\ - SHEATHING PER PLAN <br /> ROOF EN <br /> SHEATHING i � •, <br /> 2x BLKG (3) 16d �i_I ( ROOF TRUSS <br /> PER PLANl). EN BN <br /> ��-�-- -i i i - i i <br /> L P l �� yl _��� LAP CMSTC16 w/LTS12 bi l l 1 1 1 1 1 <br /> r �1 1' �I v,� (2)TRUSS BAYS 111 <br /> /� ' x x 'a (2) 2x BLKG w/ \\ 1. �� n �� <br /> (2) 10d @ 24" OC - -- ii i i i i= I •� w Department Approval <br /> PV ���I I I I I I I I p pp <br /> MIII 2x10 FASCIA w/(2) 16d @ 12" OC,A34 PER \� FASCIA CONT TO OVERHANG, CITY OF EVERETT <br /> ARCH i <br /> PERPLAN REVIEWED FOR PERMIT <br /> ' T.O. PLATE 1 I�--- (E) FRAMING <br /> _ PER ARCH RIM JOIST <br /> 2x4 BRACE @ 4'-0" ROOF TRUSS T.O. PLATE _ _ AL (E) ROOF TRUSS <br /> SHEAR WALL -- ----,- PER ARCH 111111 <br /> �� - HEADER PER PLAN Sheet Title <br /> (E) ROOF TRUSS 2x BLKG @11 <br /> STRUCTURAL <br /> 4' 0" OC, TYP CONTRACTOR TO VERIFY(E) HEADER; <br /> PER CONT 2x LEDGER w/ ADD HEADER PER PLAN AS REQ'D WOOD DETAILS <br /> ARCH <br /> (2) 10d @ 24" OC <br /> WALL BEYOND,TYP <br /> _5� _ <br /> 3 Typical Top of Wall Bracing Detail I Detail Detail Sheet Number <br /> 5, ( 9 Scale: 3/4" = 1'-0" 0 Scale: 1 1/2" = 1'-0" � �) Scale: 1 1/2" = 1'-0" 5� 2/ Scale: 1 1/2" = 1'-0" <br /> • <br />