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_ _,�,__,-,_
<br /> CL CHANNEL
<br /> CL COL & WT
<br /> �:,
<br /> i �� i
<br /> i ii i
<br /> (E) WT BELOW ; �� ; Gh GI f
<br /> TO REMAIN ; ;; ; HSS JAMB PER
<br /> � �� � ELEVATION, ALIGN �
<br /> SHORE (E) WT, � ;�;� � W/ OUTER FACE
<br /> REMOVE 8c REPLACE � ;� � OF COL FLANGE
<br /> BOLTS W/ A325 ; ;; ; � I
<br /> GRADE BOLTS TO � �
<br /> �
<br /> WT, PL, CHANNEL , �; ; � CHANNEL
<br /> _ _, _ _ _�..
<br /> I --
<br /> --� � PER ELEVATION
<br /> I � ° � (E) WF COL, TYP �
<br /> � o o ,
<br /> I I TYP AT I
<br /> �-1r-� 2 6 I O
<br /> j (E} WF COL ; o �� o � JAMB ,
<br /> � � o �; o � S535 S535 S535 S535 - - - - - -�—S535 S535
<br /> (�
<br /> � ��� T.O. JAM B I I
<br /> C 10x 15.3 � �
<br /> (E) WT �i � g�_6„ I I I
<br /> � �� (E) PLATE, TYP � �
<br /> I „
<br /> � �� l 1
<br /> (E) W27 C0L I __,'� ___
<br /> � (E) GIRT `— — — — �
<br /> I "
<br /> � (E) GIRT TO � I �
<br /> , �o� CONN C HAN �l E TO WF CO U f� �1
<br /> - , C � �I �IECTON 2 �
<br /> oi
<br /> SCA�E: 1 "=1 '-0" S535 S535
<br /> O � � I m m I
<br /> _ J �
<br /> � �
<br /> � PANELSBELOW 3/4" CAP PL Q ¢
<br /> d- d-
<br /> �.P i CHANNEL X ROUGH OPNG \
<br /> 1 /4 2 MIN. � L3x3x1 /4x0 —8 PER ELEVATION "
<br /> � T.O. JAMB � � PER ARCH � �
<br /> I `�O Q , , � TY P AT c�n
<br /> � N cfi CL WT � � T.O. PRECAST = JAMB �J =
<br /> TYP 1 4 2 MIN. 19 —0 �� � ,` PANEL S535 S535
<br /> � „
<br /> I V.I.F. ;; ; 7'-2 1 /2" � �
<br /> � �� �
<br /> �� �
<br /> � (E) C 10 G I RT, �� �
<br /> �^ COPE F�ANGE �E� WT „ ; (E) CLADDING �
<br /> JAMB PER ELEVATION � d- AT ANGLE ,
<br /> LOCATION ;; ; � I
<br /> �� �
<br /> �� �
<br /> �� � �
<br /> " ' TYP AT
<br /> DOOR SUPPORT 3" '� �
<br /> BY MFR 3/8"� POWER BOLT SD1 � � 11 JAMB 12
<br /> W/ 2 3/8" EMBED. IF (E) � � T.O. OPNG S535 S535 S535 S535
<br /> BOLT WITHIN 8" OF END OF DOOR HOOD, S.A.D. � � I I
<br /> PRECAST PANEL, OMIT ; ; T.O. FF
<br /> ANCHOR ; ; (E) GIRT 8c 0'-0"
<br /> HSS JAMB , ,
<br /> BEYOND ; � SAG ROD
<br /> � � ,
<br /> _��/�'—�_
<br /> TYP I CA� S ECTI 0 N AT
<br /> PRECAST PAf� E � TOP BRAC �1G 5 TOP 0 � OPENI �IG 6 DOOR FRAMI �IG E �E�AT ON �
<br /> SCALE: 1 1 2"=1 '-0" SCALE: 1 "=1 '-0" SCALE: 3 8"=1 '-0" 1568 S535
<br /> S535 S535 S535 S535 �
<br /> � (E) THREADED ROD DOOR SUPPORT &
<br /> CONN BY MFR .
<br /> UNISTRUT P2785
<br /> BM. CLAMP, TYP. (E) UNIT HEATER DGE OF DOOR OPNG
<br /> HSS JAMB PER ELEVATION,
<br /> NOTE: ALIGN W/ OUTER FACE
<br /> P1000 UNISTRUT . . . (E) PRECAST PANEL, OF COL FLANGE
<br /> 1 . BOLT CHANNELS FRAME SAWCUT
<br /> TOGETHER OR USE 90° PL3/4x1 �x1 '-0"
<br /> FITTINGS AS REQUIRED. VERT STRUT, FRONT 8c BACK :
<br /> (E) INTERIOR SLAB (N) ASPHALT FI�L, » 5/16
<br /> (4) 1 /2 Q� EPDXY ANCHORS �
<br /> 2. ALL STRUT TO BE ' ' ' ' ' DIAGONAL STRUT, FRONT ON�Y SLOPE AS REQ'D. W/ 6" EMBED TO SLAB - �
<br /> UNISTRUT P1000 OR EQUIV. , — � � o ,,_ C° � .
<br /> 18" I j �' N � �
<br /> � , �=� / (E) W27 COL N 2" 6" 2" o
<br /> (E) ANGLE FRAME �`
<br /> � �
<br /> I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1-1 I 1- W
<br /> I I 1=1 I 1=1 I I,;,I I 1-1 I 1=I i i=� �— `-'
<br /> iii—i i i—
<br /> J
<br /> - -�--
<br /> � � � � � � � � . (E) ASPHALT
<br /> 3" MAX.
<br /> » (E) FTG. »
<br /> TYP. 6 BOLT T0, (E) ANGLE LEGS W/ � --{E) PRECAST ,
<br /> (3) 1 /2 Q� A307 BOLTS, TYP. V.I.F. PANEL, TYP
<br /> � D� en kol b FRONT 8c BACK
<br /> 9 ,,,
<br /> � P�A N E�E VAT I 0 N �
<br /> DEGENKOLB ENGINEERS g O�/O S U B M I TTA L
<br /> 600 University Street, Suite 720
<br /> Seattle,WA 98101 � �l I T H E AT E R R E — S U P P 0 R T � o F 0 U �l D AT I 0 �1 AT D 0 0 R � � N S S D 0 0 R J A M B B A S E P �AT E 12
<br /> 206.262.9240 Phone I S S U E D F�R P E R M I T
<br /> 206.262.9346 Fax SCA�E: 1 "=1 '-0" SCALE: 1 "=1 '-0" SCALE: 1 "=1 '-0" �
<br /> www.degenkolb.com 12.2�. 1 7 S535 S535 S535 S535 S535 S535
<br /> Project No.: B7735010.00
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVEO oaTE ACCEPTABILITY DRAWN DATE SUBTITLE EAST-WEST FRAME ELEVATIONS CURRENT REVISION SYMBOL DATE
<br /> ,�-����� ,�, 21666189 A 12.20.17 �
<br /> A 767 LONG ROAD PROGRAM 21666189 DEG KPS 12.20.17 ��;�-� ;.•,�,5 � -,,� THIS DESIGN AND/OR CHECKED COL. LINES G TO I 17 LINE
<br /> u�� i'� � SPECIFICATION IS APPROVED � sHE�r
<br /> BOE//V� � �t� � _ �;��� ENGINE R
<br /> � � APPROVED BY DEPT. DATE TITLE S 5 3 5
<br /> w:`�� ��-'�• 7 ,��,°� CHECKED
<br /> �.
<br /> ����r t�' BUILDING 40-033
<br /> �'� �'F ��' ` ��`�� APPROVED JOB N0. COMP N0.
<br /> ���` �°���� �a 21666189
<br /> :fi � .-,��;;
<br /> ���`�f���� i�� APPROVED DWG N0.
<br /> STRUCTURAL MASTER COL. G—I/17 EVERETT, WA 40-033—S535
<br />
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