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<br /> 4 1 10 i —ELEV. 100' ____AF____ ,---Y--7-
<br /> (NOMINAL)
<br /> EXISTING TOWER I NEW A490 BOLT,
<br /> TYP., SEE CHART
<br /> 5/S-2 /
<br /> .... HORIZONTAL MEMBER, SEE EXISTING TOWER 1 s
<br /> /
<br /> MEMBERS, SEE
<br /> *411 NEW,... s4E9E0
<br /> ',fro. EXISTING DIAGONAL 44.1 1-'0
<br /> -so 5/S-2
<br /> . '"\\.,...4 MEMBERS, SEE CHART E-1 A
<br /> --w''
<br /> '\\e‘
<br /> , \
<br /> z
<br /> EXISTING ,
<br /> 0 11
<br /> - ' .7
<br /> TOWER LEG I°
<br /> MEMBER, SEE
<br /> 111 -410/ . / , ,
<br /> ,
<br /> ‘
<br /> , • ,
<br /> „.. - -- 0-,
<br /> CHART E-1 ` \ }
<br /> 1 0 0 ..o.- - 0
<br /> 4 ,' \''%
<br /> ,, NEW A490 BOLT,
<br /> TYP., SEE CHART .
<br /> Mr ' /ilk diElik , 5/S-2
<br /> i rif i .71. X.APPROX. 84.-11" MIP • fr".--DOWN a.,,, A / lit
<br /> ---------- —0---4,,DO -i*S-:-± I 1
<br /> EXISTING TOWER
<br /> irl.-----"----Sill X-APPROX. 82'-7" 1 , MEMBERS, SEE
<br /> gib i -
<br /> . .
<br /> ELEV. (NOM.)
<br /> 41" NOMINAL, REF. EXISTING TOWER
<br /> MEMBERS, SEE s.
<br /> \ CHART E-1
<br /> /
<br /> 437 / I
<br /> CHART E-1 N N N
<br /> N 'L
<br /> .--------.,
<br /> EXISTING CHANNEL TORQUE ARM
<br /> ATTACHMENT PLATES, REF.
<br /> SOME DETAILS OMITTED FOR CLARITY. EXISTING NOTE: NOTE:. NOTE:
<br /> CHANNEL TORQUE ARM NOT SHOWN. SOME DETAILS OMITTED FOR CLARITY. SOME DETAILS OMITTED FOR CLARITY. SOME DETAILS OMITTED FOR CLARITY.
<br /> NEW DIAGONAL CONNECTION BOLTS, ELEVATION 1 84'-11" NEW DIAGONAL CONNECTION BOLTS, SECTION/PLAN 2 82'-7" NEW DIAGONAL CONNECTION BOLTS, ASSEMBLY 3 84'-11" NEW DIAGONAL CONNECTION BOLTS, ASSEMBLY 4
<br /> SCALE: NOT TO SCALE S-2 SCALE: NOT TO SCALE S-2 SCALE: NOT TO SCALE S-2 SCALE: NOT TO SCALE S-2
<br /> NEW DIAGONAL CONNECTION BOLT PARTS KEY
<br /> BOLTS
<br /> APPROX.
<br /> ELEV. LEG O.D. CONNECTION BOLTS MEMBERS
<br /> (NOMINAL) QUANTITY, SIZE&GRADE FOR INFORMATION ON ROHN PARTS AND
<br /> INSTALLATION PROCEDURES,PLEASE
<br /> CONTACT:
<br /> ROHN PRODUCTS LLC
<br /> 84'-11" 23/4" (6) V2"OX11/2"LONG,A490 PEORIA,ILUNOIS
<br /> NOTES: PH:309/566-3038
<br /> - CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING ALL DIMENSIONS PRIOR TO START OF 82'-7" 23/4" (6) 1/2"0X1 1/2"LONG,A490 FAX:309/566-3095
<br /> WORK AND SHALL REPORT DISCREPANCIES TO ENGINEER OR ARCHITECT. *NOMINAL ELEVATION ARE EMAIL:t.kneller@rohntower.com
<br /> GIVEN FOR REFERENCE ONLY, FIELD VERITY. WEBSITE:www.rohnnetcom
<br /> - ALL HOLES, INCLUDING FIELD DRILLED HOLES SHALL BE DRILLED AND NOT BURNED. ISSUE DATE REV NO. REVISION DESCRIPTION BY
<br /> - AREAS ON STRUCTURAL MEMBERS WITH FIELD DRILLED HOLES OR COPING, CHAMFERING AND - ; 07-23-20 ISSUE FINAL MODIFICATION DRAWINGS K.P.W.
<br /> CLIPPING, SHALL BE CLEANED AND TOUCHED UP WITH MINIMUM OF (3) COATS OF ZINC-RICH PAINT.
<br /> NO 8*
<br /> . 1,,,
<br /> - EXPOSED STRUCTURAL STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION .
<br /> PER ASTM A123. EXPOSED STEEL HARDWARE AND ANCHOR BOLTS SHALL BE GALVANIZED PER ASTM
<br /> A153, EXCEPT A490 BOLTS WHICH SHALL BE COATED WITH GEOMET ZINC/ALUMINUM CORROSION (10,"
<br /> SHEET NEW DIAGONAL BRACE
<br /> PROTECTIVE COATING PER ASTM F1136 GRADE 3. NO BOLT SHALL BE REUSED 4 I ,-.1-' i
<br /> 'V"- Vinc,"1.". I . r TITLE CONNECT ION BOLTS
<br /> - IF APPLICABLE, NEW STEEL SHALL BE PAINTED TO MATCH EXISTING FAA PAINT MARKINGS, IF „10,,,-1,- 4 1
<br /> '- 0, i e',V' ' I 6 4 i PROJECT 3 0 0-FT GUYED TOWER
<br /> APPLICABLE. EXPOSED STRUCTURAL STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZED AFTER 1 'e., ':, ''''z'` P NorthWest TITLE &
<br /> LOCATION RUCKER HILL, EVERETT, WA
<br /> FABRICATION PER ASTM A123. EXPOSED STEEL HARDWARE AND ANCHOR BOLTS SHALL BE , Cs 7129 •A: 'rower Engineering
<br /> GALVANIZED PER ASTM A153, EXCEPT A490 -.0 -tr ett.SO"'ccOv 3426 BROADWAY, SUITE 302 RCA TELECOM
<br /> - MODIFICATION TO EXISTING FEEDLINES, WAVEGUIDE LADDER, SUPPORTS AND CLIMB FACILITY MAY r% . CLIENT
<br /> BE REQUIRED. CONTACT ENGINEER IF CONFLICTS ARE ENCOUNTERED. - ",49,) _
<br /> • '‘INALSO" - " EVERETT, WA 98201 NAME SNO911
<br /> ' • PHONE: 425.258.4248
<br /> - WHENEVER STRUCTURAL MODIFICATIONS ARE PERFORMED, TEMPORARY SUPPORTS MUST ALWAYS ' FAX: 425.258.4289 NOTICE NOT TO OE COPIEDTVOIROUTED,VITHOUT THE EXPRESS WRITTEN
<br /> BE INSTALLED FIRST BEFORE STRUCTURAL MEMBERS ARE REMOVED. 7-23-2o
<br /> CURRENT DATE: DRAWN BY: CHEOKE0 BY: APPROVED BY: PROJECT NUMBER: SHEET NUMBER:
<br /> NEW PART CHART AND NOTES 5 07-23-20 K.P.W. S.A.D.H.S.C. 200621.13 S-2
<br /> SCALE: NOT TO SCALE S-2
<br />
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