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<br /> SPLICE P EA.SIDE
<br /> ®8x BEAMS,(1)SIDE rr :
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<br /> ' (E)TIMBER BEAM S11VE N 50 N SAY FAG ET
<br /> A STRUCTURAL ENGINEERING CORPORATION
<br /> O_..rl — - --- ii
<br /> 2124
<br /> Third Avenue-Suite 100•Seattle,WA 98121
<br /> ph:206.443.6z12 tax:206.443.487
<br /> www.swensonsayfaget.com
<br /> SPLICE PER PLAN
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<br /> (E)TRUSS TOP CHORD
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<br /> E)3/t6 V BENT a 4x6x5/16 (4)/2 TIMBER RIVETS ROWSOF(6)
<br /> 1 HORIZ.STRONGBACK iii \� WOOD FRAME
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<br /> x0-4 long PER ELEV.
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<br /> L__I / V E• -i
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<br /> 316
<br /> HSS PARAPET BRACE " t/4"x5"x24" PARAPET STRONGBACK �,r� — RGC
<br /> ♦♦ PANEL
<br /> CHECKED:
<br /> TIMBER RIVET 0 8x ♦,.♦1� RGC
<br /> BEAMS.CONN.R EA.SIDE, 1♦♦1♦.4�" APPROVED:
<br /> WS
<br /> r (5)eq.spaces (1)SIDE 0 6x BEAMS ♦1 �♦�
<br /> 0 11/2"OCi! .T1 `�
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<br /> 1 1 ,��♦♦♦♦ (E)TIMBER BEAM
<br /> Connection �—_'I_� ��__ ►�!♦��� w/TIMBER RIVET
<br /> Z ♦♦ . SHEAR P EA.SIDE
<br /> Parapet Horizontal to Parapet Vertical Connection Timber Beam Splice 4
<br /> ....A imp r HSS BEAM&ANGLE s
<br /> // ea ;♦•♦• PER ELEV. REVISIONS:
<br /> HSS PARAPET J 3/16 ir 6 .,♦�•
<br /> STRONGBACK — *♦�,♦* WALL ANCHOR PER
<br /> PER PLAN H 3/ts 2
<br /> � 1. / 11/S5.1,typ. (E)ROOF FRMG.PER
<br /> PLAN
<br /> (E)ROOFLINE /16 section ♦♦♦.j1 L 3/sx4x6 x 14_0"
<br /> 11 •/
<br /> HSS PARAPET FRAME OPENING
<br /> w 2x6 WF STRONGBACK �� � •��•�
<br /> ' r STRONGBACK / BEYOND �♦� ��
<br /> inside ► ii 110
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<br /> flange 3
<br /> /16 _;ii1111000 �' CAP a 3/6"x8"x121/2" 2i.0 oc "' I Jji
<br /> /16
<br /> LGR (4)ROWS OF(6)WTAED/1s(/ BENT P 5/ts"x4"x6" ♦ ;H ROD.EPDXY 6"INTOj�
<br /> u) x0-6 long WALL w/HY20 St !..,",
<br /> 3 & �!•4 HORIZ.STRONGBACK
<br /> /t6 V SCREEN TUBE ® 1/4 x5 xi5 , it+, . C
<br /> VERT.STRONGBACK r ' IT kid'♦♦ PER PLAN
<br /> PER PLAN STRONBACK w/COL. �� • ;�/♦. ♦
<br /> ♦♦♦�j(k‘1 IE 3/8"x10%10"w/
<br /> �����' CAP 7�►♦1 .,41•••1 412 BOL1S 4"oc
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<br /> �1♦11♦1•��,,, FACE OF WF STRONGBACK HSS BEAM&COL.0 Isim.'
<br /> _ .� .1♦♦ 0 24"Oc EA. LEG.DRILL
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<br /> /.♦•:•S
<br /> . . &EPDXY 6 INTO WALL
<br /> �'`� SET 1/4"BACK FROM FACE ♦••SS!♦ w/HY20&SCREEN PROJECT TITLE:
<br /> �r Connection E ��I�i♦��1�♦�
<br /> 1 OF WF STRONGBACK FOR COLUMN e.�♦.♦♦♦y1 TUBE.DRILL,DO NOT Our Lady of Perpetual Help
<br /> WF VERT.STRONGBACK CAP LOCATION /♦,♦.♦-* • ROTO-HAMMER
<br /> GB CK 2619 Cedar Street
<br /> Section
<br /> REFER 6/S5.1 Everett, WA 98201
<br /> Vert. Strongback-S reader Beam Through Connection 5 Vert. Stron back-S reader Beam Ca Connection 6 Stron back Timber BeamConnection•
<br /> on 7 8 . .
<br /> -
<br /> ARCHITECT:
<br /> section (3)A35 EA BLOCK W/ M/G Architecture ,
<br /> 11/2"#8 WOOD SCREWS 1201 First Ave.5,Suite 328
<br /> V
<br /> Seattle,WA 98134
<br /> ea. PH 206-838-5101
<br /> flange' 1/4 >3 FX 206-838-5102
<br /> I 3x3x1/4 x 0'-4" •+��
<br /> Imo
<br /> " WALL ANCHOR ISSUE:
<br /> ,� CAP Q PER 5/S5.1 -�-8-s- PER 11/S5.1 LONG •±w�. ���'
<br /> MOX. •...; 111 PERMIT
<br /> HSS HORIZ. ♦ ♦ MASONRY WALL
<br /> PER PLAN fT / f �/' / � /16 2 ; *♦j♦♦�♦� CLAY TILE w/ (E)2x JOISTS 016"oc
<br /> / ��•! / ♦♦♦•♦ f BRICK VENEERtrA DOCUMENTS
<br /> 1�♦�.,.♦..1♦,1 ♦ '.♦, TIMBER BEAMcc.� SPLICE IE PER SECTION �1♦1t :' 3 *
<br /> flan e ♦.♦ '■■.�� 1/2"0 THREADED ROD (E) ma
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<br /> / ��!� � �► � ♦ �� EPDXY w/HY20 (2)LTP4 EA.BLK. SHEET TITLE:
<br /> "' - --- R 1/4"X41/2"x53/8" HORIZ.STRONGBACK . ��0 %' &SCREEN TUBE
<br /> VERT.STRONGBACK o ►'♦'�
<br /> �► , " 2601 Cedar St •
<br /> PER PLAN ———— ——-'—J . w/(2)1/2"0 BOLTS IN •
<br /> PER PLAN ♦♦•�I Stas
<br /> ' LONG SLOTTED HOLES !o. 8/2 ROTARTY DRILLED Framing
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<br /> 3/i6 N � ' INTER OR FINISH — • �� HOLE-DO NOT
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<br /> /����������/4 HORIZ.STRONGBACK " REMOVE! 4t41.t4P) ROTOHAMMER Details
<br /> ♦1♦1♦ ,♦ HSS HORIZ.STRONGBACK BOTH SIDES WHERE 1 STRONGBACKS •♦ �� - +. r , ; : SCALE:�
<br /> JJ 11
<br /> Vii♦! ' , PER PLAN INDICATED ON PLAN
<br /> ♦Alts, •.l ill�II �1 N 3/a"_i'-o"U.N.O.
<br /> I
<br /> DATE:
<br /> VERT.STRONGBACK 83" 1 4 September 10,2008
<br /> PER PLAN,t
<br /> :1: �' / '� § PROJECT NO:
<br /> ' WE VERT.STRONGBACK 0325-2005-02
<br /> 4 FOR COLUMN SHEET NO:
<br /> typ.
<br /> 4 ; CAP LOCATION
<br /> REFER 6/55.1 ,
<br /> Section Thru Connection
<br /> ,2 i S 5 • 1 ,,
<br /> Vert. Stron back-S reader Beam Through Connection 9 Strongback Horiz.-Vert. no scale
<br /> g p 9 g e Connection 1 � Wall Anchor � � Blocking
<br /> Typical Rafter
<br /> NO: OF SHEETS:
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