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<br /> � � � � � � i i i 21 22 23 �24 25 26� 27 28 29 30
<br /> PANEL 21 1" 10" 4" PANEL 22 9 10 11 12 13 14 15 16 17 18 19 2 � � �
<br /> I � � ( � � .
<br /> ` �Y T M ' f � I Sk - 4 �' �'.2E � . .. . k 2 � . • ♦ • . •
<br /> �k "'� „s� �' . M.�< Z
<br /> . J h� 'EL.�`r�'�, ,� �`4� �� J:. f� .u'v '�".Y 5 -y4 "�'S'{< . �5h�h£f �. . .. . . � �...1 31 �
<br /> �� � ��'� ' '� �9�`�£'�� FOR PANEL SEE �
<br /> � � � k , � k,•� 20 32
<br /> � y �'r� -- -- � fl �7Y`�' ` .'�" ELEVATIONS SHEET (7�----�
<br /> iE
<br /> �x15x1'-4" ��
<br /> 3 � 12503 Bei-Red Road Suite 101
<br /> w/6-%8"�x5" �� TYPE "B2" EMBED 01 THRU 14 S-6.1 �� 34 3 Believue, WA 98005
<br /> W.H.S. c� 7" GA. 15 THRU 27 5-6.2 v � 35 p 425 646 1818 f 425 646 4141
<br /> & 4-#7x4'-2" 5 �
<br /> � 33�4�� GA. �6 28 THRU 38 S-6.3 .
<br /> h'3/Sx6x1'-0" 3 36
<br /> . JOIST SEAT PER 39 THRU 50 S-6.4 4�— � 4
<br /> SECTION A-5.0 ,� � 37--�
<br /> 51 THRU 54 S-6.5 �—�
<br /> �o--� 38
<br /> � � T ° UNDER�O D
<br /> I i { I I I I I I o �ARTLA�vD
<br /> S ECTI 0 N A— � . O 56 55 54 53 52 51 50 49 48 47 46 I 45 I 44 I 43 � 4
<br /> � 2 41 40
<br /> � � i � i � i � � � � � �
<br /> 39 D E V E L 0 P M E N T
<br /> SCALE: 3/4"=1'-0"
<br /> PO BOX 3513, BELLEVUE, WA 98009
<br /> A B C D E F G H J K L M N P Q R S T
<br /> N P.C. PANEL PLACEMENT KEY
<br /> SCALE: 1"=80'
<br /> __— SHUTLER
<br /> _■— CONSULTING
<br /> ___ ENGINEERS Inc.
<br /> 12503 Bel-Red Road, Suite 100
<br /> Bellevue, �Vashington 98005
<br /> P R ECAST PAN EL R EI N FO RC I N G N OTES. (425)450-4075 F�: (425)450-4076
<br /> 1) THICKNESS INDIGATED IS MINIMUM THICKNESS ALLOWED w �i'4" DEEP OO 2017
<br /> � Ail rights reserved. No part of this document may be
<br /> REVEAL !N PANELS INDIGATED ONLY. DEEPER REVEALS, EXPOSED reproduced,in any form or tay any means,without
<br /> AGGREGATE AND/OR RAKED ARCHITECTURAL FINISHES ARE NOT permission in writing from Shutler Consulting Engineers, �nc.
<br /> ALLOWED WITHOUT PRIOR REVIEW & APPROVAL BY THE STRUCTURAL
<br /> ENGINEER. . •
<br /> 2) PROVIDE 1-#7 OR 2-#5 MINIMUM HORIZONTAL AT TOP & BQ�QM
<br /> OF ALL OPENINGS (EXTEND 2'-0" BEYOND OPENINGS), UNLESS
<br /> NOTED OTHERWISE. —
<br /> 3) PROVIdE #4x2'-6" DIAGONALS AT CORNERS OF ALL OPENINGS.
<br /> 4) PANEL ELEVATIONS ARE ViEWED FROM INSIDE LOOKING OUT,
<br /> UNLESS NOTED OTHERWISE
<br /> 5) SEE PANEL ELEVATIONS FOR PANEL THICKNESS.
<br /> 6) GONTRACTOR IS TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO
<br /> FORMING PANELS. �
<br /> 2 9-20-17 PERMIT REVISIONS
<br /> 7) SHOP DRJLL Y4" DIAMETER AIR—RELEASE HOLES IN EMBEDMENTS AT —
<br /> 6" CENTERS TO DISPLACE ALL VOIDS. � 8-1-17 PERMIT COMMENTS
<br /> 5-9-17 PERMIT SET
<br /> 8) REINfORCING IS TO BE P�ACED PER "1YP. SINGLE MAT REBAR
<br /> PLACEMENT" DETAIL UNLESS INDICATED AS EACH FACE (E.F.). SEE 1S8UE NO. DATE ITEM
<br /> "TYP. DOUBLE MAT REBAR PLACEMENT" DETAIL FOR REBAR
<br /> PLACEMENT INQICATED AS EACH FACE (E.F.).
<br /> . . � s � � .
<br /> Digitally
<br /> NORIZ. REINF. PER EXTERIOR FACE si ned b
<br /> PANEL ELEVATIONS g Y
<br /> (ALTERNATE FACE} �' HEq John
<br /> MARK e� OF wAsy�!
<br /> ANGLE 'A' PLATE 'B' WELD
<br /> REVEAL 1" CLR. o.� �y 92
<br /> L5x3x5/sx1'-0" w/3- �.3x3x��sx0'-8" �/4 PER ARCH. TO VERT.
<br /> Headland
<br /> REINF. Date:
<br /> � �}5x3'-0" (� 4'� GA. FL'5�tsx5x0'-8" y4 � 6" GAGE 6,> - - - — _ �o Ao� a�r�7 �.*�`'��
<br /> , 3 � $
<br /> B2 3� „ � s s � PER PANEL �.� 4 � __ .� ` - ��sioa�� iE���� 2�� 7.09.� 9
<br /> L5x3x x 1 4' w 4- , „ �n f s �
<br /> ��"����--�-
<br /> #7x4'-2" � 4 GA. �'/sx6x 1 -0 /s ELEVATIONS . .)
<br /> ,:y:
<br /> �.,�..�;.:�3 �5�,6 x6xo�-a°° �4°° CLR. 5:50:53
<br /> L5x3x�x2'-8" w 6- 3 ; TO VERT. � �
<br /> B3 � » ��.��� i w/2-#5x2'-�,>
<br /> , , � �9x5 -3 � 6 ' GA. �'L/sx8x2'-6 5/is n'P. C� 6" GA. NOTE: -O7 OO
<br /> u :�..r.,...u,,;,::,..:i�.
<br /> ,:��:�,.;:,.;.;,,;
<br /> REINF.
<br /> � CONN. —' — i i — �l'2 Y � WHERE VERT. BARS ARE
<br /> � � ' y'�_$ "� ' " ON EACH FACE E.F. &
<br /> (SEE PANEL i i L5x3x3/$x3'-10" w 8- K,,;;:;' � 2x2x�is x0 -6 ( )
<br /> � TYP. MAT IS CENTERED, INTERIOR FACE
<br /> �.
<br /> , , = B4 �'3/Bx8x3'-6" 5�s � �P PR�OVIDE RISER BARS � ' s , a � •
<br /> ELEVATIONS � - - � � #9x5'-3" C� 6" GA. VERT. REINF. PER
<br /> FOR CONN. �/4 48 o.c. MAX. TQ MAIN-
<br /> LOCATIONS)
<br /> TAIN CLEAR DIMENSIONS. PANEL ELEVATIONS
<br /> F� 'B' (TYPICAL)
<br /> �.3X�X�6 X°�_8�� __ _ 11�'P I CAL �� U B LE MAT U�J 63 — FedEx
<br /> w/2-#5x2'-6„
<br /> � 6�� GA. {TYP.) � '� -� TYP E 'C ' �0 N N ECTI Q N
<br /> (TRIM #5 BARS TO ii � CONN.
<br /> �__ �� __� REBAR PLACEM ENT
<br /> E L E V A T I O N 1'-7" WHERE CONN. �� (SEE
<br /> 3 I4��=�'-a" is iN �'-9" LEG) �__ __� PANEL HARDESON ROAD
<br /> _
<br /> ELEVATIONS � � EXTERIOR FACE � � Everett, WA
<br /> FOR CONN. W� w Q
<br /> PANEL THICKNESSES _�'q' LOCATIONS) ` >z VERT. REINF.
<br /> � �
<br /> ER PANEL ELEVATIQNS � o� PER ELEV. � �
<br /> a }/2 " f� �/ax4x0'-6" }- ELEVATION - - ExTER�oR FACE • � ' �
<br /> � nP. 2 �/2" JOINT W/i!2 � HOLE W �
<br /> � � 4 �� � W HORIZ. REINF. PER
<br /> m ' � _ _ - JOWT ,f ";� z�.3x3x�s x0'-8" � � PR V " PANEL ELEVATIONS RELEASE FOR:
<br /> o � r� _ � , w/2-#5x2 -6 c� 0 IDE �3 CROSS TIES � 6 o.c. EXTERIOR FACE PERMIT
<br /> TM P C? 6" GA. (TYP.) � � C R O S S T I E S R E Q D A T E V E R Y REVEAL ( � r�T�: P.C. PANEL CONNECTiONS
<br /> N ` { ^ _
<br /> I �� OTHER VERT{CAL. ALTENATE END PER ARCH.
<br /> � _ � "� �� � �,r :f a OF 90' BENo. — -- REINF. DETAILS & NOTES
<br /> � L�_�� - = L- `----� ��L '� � /a x4x0'-6" INTEftIOR FACE i e � � --� THICKNESS
<br /> 3 WELD PER #3 TIES � 6"o.c. (NOTE: ADJUST c� PANEL PLACEMENT KEY
<br /> � I � � NOTE: TiES TO EXTEND ``� W ELEVATAONS ENa1NEER: JH DRAWN 8Y:
<br /> o nP. � SCHEDU�E � M '� � TIE SPACING TO MISS REVEAL -
<br /> N ��4 CONDITiON AT � PROVfDE BL�CKOUT {N r'_ �> r 24" MINIMUM ABOVE & LOCATIONS. PROVIpE ADDITIONAL
<br /> = PLAN PANELS OF 2�� 2�� THICKER PANE� AT PANELS 'h�` `�� {` m
<br /> � ' � `� BELOW OPENINGS. TIES AS REQ'D TO MAINTAIN INTERIOR FACE � VERT. REINF. PER REVIEWED BY: ,�H APPROYED 6Y:
<br /> � 1 �/2"=1'-0" DIFFERENT OF DIFFERENT THICKNESSES ��4 SPECIFIED SPACING. PANEL ELEVATIONS o��E: 5-9-17
<br /> THICKNESSES PLAN (TYPICAL)
<br /> � 8HEET NO: �� O
<br /> �
<br /> TYPICAL REBAR PLA+� EMENT TYPICAL SIN �L '
<br /> � TYP E 'A' C 0 N N ECTI 0 N TYP E ' g ' E MAT --
<br /> � C 0 N N ECT�I 0 N T Y P E ' D ' C 0 N N E�T I� N PROJECT NO: �[]-�$ 11 OF 16
<br /> � A T P A N E L L E G W I T H T
<br /> IES REBAR PLACEMENT
<br /> �
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