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<br /> WALL ANCHORS
<br /> CONTR.TO COORDINATE 5/8"0 11-IRU BOLTSTr
<br /> 0 32"oc AVG.SEE
<br /> ANGLE SPLICE SPLICE LOCATIONS TO ARCH.FOR EXACT
<br /> AVOID WALL ANCHORS SPACING SWENS4N SAY FACET
<br /> A STRUCTURAL ENGINEERING CORPORATION
<br /> i <4/54.1
<br /> :� 2124 Third Avenue-Suite 100-Seattle,WA 98121
<br /> r , ph:
<br /> www.sswensonsaylaget com06.443.4870
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<br /> 10/S4.1 BEARING WALLS,typ./ 3/54.1 % ".:111v
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<br /> OVER FLOOR,BLOCK EDGES I
<br /> ALIGN w/WALLS BELOW.TYP. ^ ^
<br /> >• (6)LOCATIONS PER 12/54,1 l•7/S4.1 /8/S4.1
<br /> mow
<br /> ‘. _LIGHT GAUGE STEE1 I DRAWN:
<br /> �x STRONGBACK WALL NHD
<br /> 60055154-54 STUDS DESIGN: RGC isS
<br /> 0 16"oc
<br /> CHECKED: RGC
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<br /> APPROVED:
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<br /> S/54.1 A .. •
<br /> -� i- WALL ANCHORS
<br /> V % }. 5/56.1 . 3/4"PLYWOOD SHEATHING/ "
<br /> "� '' OVER FLOOR.NAIL PER /
<br /> 5/e THREADED ROD
<br /> M (E)2x10 0 16"oc GENERAL NOTES / x5 BAYS 0 30"oc AVG.
<br /> i,,.- ---- �� ►• F EXACT
<br /> -- __ / SEE ARCH. OR
<br /> _--- 3 -- - SPACING
<br /> 12/S4.1 (6/s5.1 A " (E)2x14 CEILING JOISTS 0 16"oc % .
<br /> V ❖ y / REVISIONS:
<br /> 12 56.1 / s
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<br /> " <7/S6.1
<br /> 4/S4.1) (E)CLAY TILE WALL ANCHOR(E)JOISTS TO WALL
<br /> ) , .
<br /> PER 12/S6.1 4 54.1
<br /> / WALL ANCHORS EA.SIDE
<br /> PER 7/S6.1
<br /> 4/56.1
<br /> 0 - •, -' . , 'f
<br /> I
<br /> •
<br /> •
<br /> • ?( >/''
<br /> STRAP CEILING JOISTS TOGETHER
<br /> PER 7/56.1.1 OVER EA.TRUSS
<br /> 0,_ _____
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<br /> MEM
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<br /> PROJECT TITLE:
<br /> ,
<br /> OurLadyfPerpetual H
<br /> . op
<br /> �_ el
<br /> 2619 Cedar Street
<br /> j p‘j Everett, WA 98201
<br /> I
<br /> Le end
<br /> , . .
<br /> 9
<br /> (E)STEEL TRUSS 0 14--0 oc rJ/ z.), INDICATES EXISTING EXTERIOR CLAY TILE AND BRICK WALLS
<br /> ' :*'.:+.X'C' INDICATES INTERIOR CLAY TILE PARTITION WALL(partial height)
<br /> , , ,. , >, (E)2x10 CEILING JOISTS -
<br /> _ _ _�_� - - -�-� 0 16"oc typ. I INDICATES WOOD FRAMED SHEARWALL ARCHITECT:
<br /> / SW M/G Architecture
<br /> / V//7/,1 INDICATES LIGHT GAGE STEEL STRONGBACK WALL
<br /> /' 1201 First Ave.S,Suite 328
<br /> (E) INDICATES EXISTING STRUCTURE Seattle,WA 98134
<br /> PH 206-838-5101
<br /> Plan Notes -_ FX 206-838-5102
<br /> I r /, 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS.
<br /> /-_ -_ _- _ _ r �.
<br /> ,t 2. SEE GENERAL STRUCTURAL NOTES ON SHEET S1.1 FOR ADDITIONAL REQUIREMENTS. ISSUE:
<br /> ~x x i
<br /> f' V 3. SEE 9/54,1 FOR HEADER JOISTS AT STEEL STRONGBACKS.
<br /> PERMIT
<br /> • /r 4. SEE 10/S5.1 FOR VERTICAL TO HORIZONTAL STRONGBACK CONNECTION. DOCUMENTS
<br /> �f t b >�/. 8/S5.1
<br /> /
<br /> S2.6 'r:
<br /> r: r 5. 3/4"PLYWOOD MAY BE SUBSTITUTED FOR 1/2"PLYWOOD FOR WALKWAYS AND r
<br /> V I i
<br /> STORAGE AREAS. SHEET TIME:
<br /> ,
<br /> �� MC6x12 •• MC6x12 ••MC6x'�2 - MC6x12. -- MC6 2
<br /> �? _,.y � � � Attic
<br /> //�.- /,Y /W///ice/ //��//r/� ,/it • . / Attic FramingPlan
<br /> Framing
<br /> Scale: 1/8"=1'-0" Plan
<br /> WF VERTICAL STRONGBACKS HORIZ.MC6x12 typ, i SCALE:
<br /> PER S2.1 BELOW,HSS 4x6x1/4 STRONGBACKS PER i/8"=i`-o"U.N.O.
<br /> STRONGBACKS ABOVE SECTION 52.6 DATE:
<br /> •,
<br /> September 10,2008
<br /> :
<br /> WALL ANCHORS PROJECT NO:
<br /> PER 11/S5.1, typ
<br /> 0325-2005-02
<br /> SEE SECTION S2.6 SHEET N0:
<br /> 2641 Cedar St
<br /> ® S2 .4 1
<br /> NO: OP SHEETS:
<br /> • •
<br />
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