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TUBE STRUCTURE dill <br /> c. <br /> /8" 1 / HARDWARE SCHEDULE1 w rk i, 11111•11111•11111•11111111 <br /> 1 I BOOK SURFACE II �� �______� <br /> 01 TUBE STRUCTURE44 I <br /> ft DESCRIPTION <br /> 1 f Creative Thinking. Brilliant Execution. <br /> CAP ENDS OF TUBES TYP. 01 HILTI KWIK BOLT TZ 1/2" x 5-1/2" STEEL ANCHOR BOLTS, MIN 3.5' EMBED <br /> CJP WRAP WELD TYP. * -- / <br /> 3/8" BASE PLATE -� <br /> 11775 HARBOUR REACH DRIVE 425.493.8309 <br /> • ;` UKILTEO, WA 98275 (F)425.493.8310 <br /> GUSSET <br /> ii M <br /> totin"""""'�"7 ""°°'"""O& CONCRETE BASE <br /> .. ,"'\ f' .�FJN.DIL u„nil <br /> WORKS.CO"A <br /> CONCRETE BASE <br /> 1 4 <br /> • <br /> !� 4 a This concept is the property of Dillon Works. All rights to <br /> o e �° 0 concepts represented by designs, sketches, <br /> 0 <br /> a • <br /> a p comprehensives, renderings, or other <br /> ° °40' • r. F "IQ ° a \• <br /> art or graphics presentations created by or for Dillon <br /> Works, are the sole property of Dillon Works. Any party <br /> • °.. . 4 -° 4 : ° 0 4 ° <br /> • <br /> p <br /> 4 ° - 4 <br /> a ° accepting this document does so in confidence and <br /> agrees that it shall not be duplicated in whole or in part <br /> without written consent of Dillon Works. <br /> TYP. CORE GUSSETTYP . BOOK 1 GUSSET CLIENT <br /> \/ SCALE: 3" = 1'-0" `\ SCALE: 3" = 1'-0"(-7—) 1 OF EVERETT <br /> 21/2- -.01_11..,-- <br /> j 1 I 1 _ ARCHITECT1 2, <br /> 22 — - <br /> (11 7„ 0 <br /> 1,2 <br /> /6-"i) <br /> 01\\\ i S �, <br /> FIBERGLAS <br /> - <br /> lild <br /> ROCKET BODY SEE SS-570 <br /> I I IAMR _ j i <br /> \ ____t <br /> ENGINEER <br /> J <br /> FIBERGLAS TRANSLUCENT FLAME ENCLOSURE - <br /> TYP, CORE GUSSET PLAN /� TYP. BOOK 1 GUSSET PLAN - - SLEEVE OVER PIPE, FASTEN TO ROCKET BODY <br /> 4 PROJECT <br /> SCALE: 3" = 1-0" SCALE: 3" = 1-0" <br /> ------ CENTER TUBE <br /> EVERETT PUBLIC LIBRARY <br /> 3/16" I / -----9 r> v_____,\,______,...7__ A <br /> r <br /> NOTE: ALL WELDS TO BE COMPLETE JOINT <br /> BASE PLATE FROM ' \1/2" STNLESS STEEL \/\/ <br /> i7,-•;.... .----\ 1,8.. XTYP. PENETRATION WRAP WELDS UNLESSE`EME"T <br /> /' f \ /' © ROCKET SHIP SIGN <br /> f I OTHERWISE SPECIFIED BY ENGINEER. I `—�\ r 410 <br /> 4 r <br /> S ,i •• \ 420 <br /> TYP. L <br /> Min — 1 <br /> J ' DRAWING TITLE <br /> ��`�VORM _���_H\ OM1 GUSSET FROM <br /> ' $ 1/4" STAINLESS STEEL <br /> _ 4 SECTION <br /> S <br /> 1 <br /> / 4104 c ‘i. <br /> 4.' 4' <br /> r Yb e . O ' ° TYP l 420 _ LJA J <br /> PHASE° ° PRODUCTION <br /> 4.0 ° oe o <br /> \ 3 <br /> 4 C. 4 4 °4 •• a . 4 ° .d a CONCRETE BASE ` . I I- <br /> L1410PROJERT MANAGER <br /> 2 w r lir 1 <br /> -- CENTER TUBE BASE PLATE 1 i l 420 j <br /> ) / I j I j DRAWN BY <br /> \_______/:� SCALE: 3" = 1-0" 400 l \ AC/PL/MLR <br /> DATE <br /> l410 22-OCT-2019 <br /> *01TYP. 420 _ — J , REV DESCRIPTION CATS <br /> O <br /> )----- <br /> I in 0 FIRST SUBMITTAL 17-SEP-19 <br /> /' i /10 <br /> (4-110 1 PRODUCTION 14-OCT-19 <br /> / fi" TYP. --*►I ;,--' � <br /> - _:-_ <br /> __ - _ _ _ _- --_ 2 REVISION 22-OCT-19 <br /> l _ <br /> 0 )+ <br /> 0 ) (; <br /> \ 16" DIAMETER 1/2" STEEL PLATE - - <br /> FOUR (4) 6" 1/2" STEEL PLATE GUSSETS ---- \-- - BOLT TO CONCRETE BASE <br /> 0 0 A IT X • /2" • TI : ►CHORS <br /> JOB# <br /> \_ t\ �� . NOTE : DO NOT DAMAGE CONCRETE K , oF W ,o,,, DW 19- 156 <br /> BASE REINFORCEMENT DURING2 \ 6, PAGE SIZE <br /> , BASE PLATE PLAN SECTION INSTALLATION OF ANCHORS. 41782 <br /> ANSI—D <br /> ,� 8 F 38 11 f l <br /> ( > } • <br /> o�-8.. , c''' 22 x 34 <br /> �� SCALE: 3" = 1'-0" 1 } „ = � �\-� �!`� '`!` /`-�1�`___ ---� �-- / - �' <br /> �� SCALE: 1 1-0" <br /> EXPIRES: 1 /27/2021 I SHEET# <br /> STRUCTURAL ENGINEERING <br /> CITY _ _ '� STAMP IS FOR WORK RELATED s..400 <br /> Y OF EVERI� ~ TO STRUCTRUAL CALCULATIONS <br /> REVIEWED FOR PERMIT DATED OCTOBER 28, 2019 ONLY <br /> Printed by: Rocky Eastman 10/28/2019 10:42 AM file:P:119_156_EVER_Everett_Library_Sign1Design14-Elements119-156-Rocket_Ship_Sign13-Production11-CAD119-156_Rocket_Ship_Sign.dwg ©COPYRIGHT QILLON WORKS 2019. ALL RIGHTS RESERVED. <br />