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� EXIST BLDG FRAME � EXIST BLDG FRAME � <br /> ..�, <br /> STACK � <br /> GUY WIRE GUY WIRE — 3/8" (7x19) GALVANIZED AIRCRAFT . <br /> NOTE: 45° MIN CABLE WITH 2,880 POUND MINIMUM WORKING LOAD � <br /> TYP UNO LIMIT (14,400 POUND BREAK STRENGTH) AND <br /> SEE PLAN FOR LAYOUT OF GUY WIRES FOR ASSOCIATED HARDWARE WITH MATCHING MINIMUM <br /> ATTACHMENT TO EXISTING FRAMINGS. LOAD LIMIT <br /> 120° UNO, TYP ( ' <br /> I I Y" DIA SMOOTH ROD BENT TO 2" DIA INNER <br /> STACK SUPPORT RADIUS, SEE 3/S553-5 FOR ALIGNMENT ,' <br /> I FRAME BELOW ( GUY WIRE - <br /> � SUPPORT (TYP) -�P . <br /> 3/16 � <br /> » <br /> �i � I (E) JST BEYOND, ;�r <br /> GUY WIRE � _ I � FIELD VERIFY � '� • <br /> S T E E L F R A M I N G S E E E X I S T B U I L D I N G M A I N F R A M E S I I <br /> I STACK OR NEW ROOF BM I I }. <br /> I I <br /> I <br /> � � I <br /> 4" DIA STD STL PIPE <br /> GUY WIRE SUPPORT S ECTI O N � STIFF PL1/4 TYP, FULL—DEPTH AT " <br /> SEE DETAIL 4(TYP) SCALE: 1/4" = 1 '-0 S 55 3 �P 3/16 W8 BEAMS, 10" HT AT GIRDERS } � <br /> � <br /> 1 � <br /> S553 NOTE: <br /> � <br /> GUY WIRE TYPICAL 1 . FOR ADDITIONAL INFORMATION NOT SHOWN . <br /> SEE 4/S553-5 AND ARCHITECTURAL. <br /> PARTIA P A w <br /> SCALE: NTS SECT I 0N , GUY W I RE BASE DETA I � 2 <br /> SCALE ; I/8"=1 '-0" S553 SCALE ; NTS S192 S553-5 " <br /> �� <br /> � STACK STACK EDGE ANGLE <br /> FIELD DRILL 1/2" DIA HOLE <br /> @ 7/8" GAGE (GRIND EDGES SMOOTH) A ,M <br /> WIRE ROPE THIMBLE <br /> WIRE ROPE CLAMPS <br /> � � , <br /> I GUY WIRE <br /> WIRE ROPE CLAMPS 4 <br /> WIRE ROPE THIMBLE <br /> JAW & EYE 3/8" PLATE T <br /> TURNBUCKLE <br /> 3/16 <br /> — � � <br /> � \ �— \ . <br /> � ' 1 1 � 1 1 4" STD STEEL <br /> � � � � � � PIPE x REQD � <br /> �\ / � J / <br /> L/ `.�/ I .. .. <br /> � <br /> � ;'x� <br /> � PREMOLDED PIPE ' <br /> SEAL, SEE ARCH <br /> SINGLE WIRE A DOUBLE WIRE B — - - - - - — <br /> 1/4 - <br /> BE �JT ROD AL I G�IMENT DETA � 3 GUY WIRE SUPPORT <br /> DETAI � � <br /> SCALE : NTS S553-5 S553-5 " <br /> SCALE ; NTS S553 � � � <br /> 1 11 I <br /> I S S U E D F 0 R P E R M I T 728 134th Street SW � Suite 200 � <br /> Everett. Washington 98204 <br /> �7. � 3. � 7 Ph: 425 741-3800 , <br /> A www.reidmiddleton.com <br /> o Copyright 2017 Reid Middleton, Inc. . <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE <br /> ��aN � ACCEPTABILITY E. PENA 07.13.17 SECTIONS AND DETAILS <br /> �pF wAsy k��, THIS DESIGN AND/OR CHECKED W2572915 A 07.13.�� <br /> — IRC—WBS 2.2.3.2.21 VACUUM FORM (4MC)—RECORD W2572915 RMI PNC 05.20.16 �' I� P. CROCKER 07.13.17 sHEEr <br /> � �w �'�, G��,`f SPECIFICATION IS APPROVED <br /> A IRC — WBS 2.2.3.1.4 INTEGRII�ED PAINT FACILITY W2572915 . RMI PNC 07.13.17 � Q,?tiT ,� ENGINEER TITLE IRC — WBS 2.2.3.1 .4 INTEGRATED PAINT FACILITY � <br /> BO�,�� � � , APPROVED BY DEPT. DATE P. CROCKER 07.13.17 ����_� � <br /> � CHECKED <br /> ~s, 37358 �` k'� APPROVED 6 U I L D I N G 40-056 JOB N0. COMP N0. � _ <br /> 576151 -16 <br /> � `�`'�a�L ��`����w - . <br /> �SsroNAL E�`� ����`'` APPROVED STRUCTURAL MASTER EVERETT, Wq owc No. 40-056—S553-5 K , <br /> � . <br />