3003 W CASINO RD 2019 BLDG 40-58 Plans 2022-11-09 (5)

LEGEND: 1.()5 1.OF3' 1.10 1.15 1.%G 0--) �' . 1.0 1�t" ' 1. SEE LEGEND SHEET EO&E1 FOR ABBREVIATIONS&NOTES. SEE 1 E9-04 SEE E9-04 SEE 1 E9-04 . I GENERAL NOTES 1 I 1 1 I I I 1 1 I I I I I I I I I SHEETS E509-1, _. _____--__ --_ --. ..... ._._ ..... __.... 3,µ, - .:..-: — __F... - __ I I �. .� _�.�.� _ 1 - - ..... ,..-., .. ....... ....." 1. DETAIRLS.O000RDINATE WITH SDIVISION 027 DRAWINGS AND -3 FOR NG i I SPECIFICATIONS FOR GROUNDING REQUIREMENTS. 2 GROUND ROD LOCATIONS SHOWN ARE APPROXIMATE. 1 i r CONTRACTOR TO ESTABLISH FINAL LOCATIONS.COUNTERPOISE 1111 i I I SHALL BE CONNECTED TO STEEL COLUMNS AROUND THE 1 I 1 I I PERIMETER OF THE STRUCTURE AT INTERVALS AVERAGING NOT VAcUBM RM �� MORE THAN 60 FEET. CONTRACTOR TO GROUNDING SHOWN DIAGRAMMATICAL. ,... I I I I 1 I 1 I I ! I I 1 I I 3 ESTABLISH FINAL ROUTING TO AVOID DOORS AND OTHER - _ _ L._ _ OBSTRUCTIONS. G 8 ALL GROUNDING SHALL BE IN COMPLIANCE WITH 2014 NEC,STATE I I 4. OF WASHINGTON CODES AND REGULATIONS,AND BOEING I I 1....--------- -'-" 1E9-07 E509 I STANDARDS AND SPECS. ` 40 I 1 #4/0 AWG BARE STRANDED COPPER. MIN. 2'-6" BELOW GRADE. I , UNA� TYPICAL a j I 1 6 GROUND ROD MIN 24" FROM FOUNDATION WALL(TYP).SEE SHEET LI 1 1 I I 1 I E509-2 DETAIL 7. I I I I I I I I I I I I I I I I 19 1 7 EXOTHERMIC WELD OR BURNDY HYGROUND(TYP). ; 9' I I _ — — — -- -- g PROVIDE 1"PVC CONDUIT SLEEVE IN SLAB. PROVIDE AND BOND VEST eu a #4/0 AWG BARE COPPER GROUNDING CONDUCTOR TO NEAREST rr, 1 ; "' �� ` ""__ ""_" _ BUILDING STEEL OR GROUND LOOP LOCATION. SEAL PENETRATION ,.. ................ - __tea..: „ 1 I PER SPECIFICATIONS. I ___.__ ` I • 1m, 1 9. INSTALL ARMORED EDGE GROUNDING PER DETAIL 4 ON SHEET I E509-3. G o G I I 1 G I � I ._ _ / o I` ,'` �� I I I I I 1 1 I 1 1 I , I 1 1 I 10 > #4/0 AWG BARE STRANDED COPPER WIRE INSTALLED IN TOOL r 81 i " / T)1 I\ / FOUNDATION. I I III S 1 I I \ ; � 1 / I I 1 ! 1 l ! 1 �,! V 1E9-0��09-1 I I 46- _1 _ BOND TO FOUNDATION REBAR. .. _....__. .__. .. __ _ _ _._ _ _� _ .._- __" . . _ ___ w .... - _ _ -/b) _..(TYPICAL) .. I 1► _ _ _ _w _,. __ _ . t .• G , .-a BOND TO TOOLING EQUIPMENT AS REQUIRED BY MANUFACTURER. IMIN MIN OUND BUS 40 I 8 \ sUBSTAT, INS i I as g O 1 ! `2 I SUB328I I I I I I I I I I Agh 1 I CONSTRUCTION NOTES 1iii(V58 6A) ♦ F - -- 1. ENSURE THAT EXPOSED METALLIC FEATURES OF TOOL SUPPORTS ARE j I IIIIIII 1 1.9 O7 E509 3 WELDED TO FOUNDATION STEEL TO PROVIDE A CONTINUOUS BOND WITH E; I I I AI � THE FOUNDATION GROUNDING SYSTEM. PROVIDE ADDITIONAL BONDING /- - I JUMPERS AS NECESSARY.SUCH METALLIC FEATURES SHALL BE BONDED m lini SUCH THAT THEY MEET OR EXCEED THE PERFORMANCE suasr�TltaN �a — � 1 1 , - - . .- _- — — FOR ELECTRODE SYSTEM RESISTANCE MEASUREMENTS PERUIREMENTS '1-- E ( 1 .._.." 1=.03 SPECIFICATIONS. 7 1111 I 1 9-07 E509-2 _. �� _-" ! © CONTRACTOR SHALL GROUND GANTRY COLUMN TO NEAREST BUILDING I NASSIGNED � _ _ _ �.�, AR 3 - _ OPACE -_-.. . ,.._ ._...1. -- I •- - I I - N-�- - _ ( - - I - 1 ROUND GRID LOCATION USING#4/ AWG BARE STRANDED COPPER 0 - -- (TYPICAL) _ CONDUCTOR. BORE THROUGH CONCRETE 2-6"AS REQUIRED. REFER TO G € I 1" __ i _ . — DETAILS 5/E509 3,2/E509 2,AND 9/E509 2 FOR GROUNDING DETAILS. I 1 ELk BIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIII C:r 1$ _ _,. 1 REFERENCE DRAWINGS I 1 CART— _ I " ` [[[ I t 1. REFER TO SHEETS E509 1, E509 2&E509 3 FOR GROUNDING DETAILS. I . 1 I I I I I 1 1 I I 1 I 1 I ! 1 I I 18 CAUL PLATES cAT 6 I - 3. REFER TO SHEET 1 E9 10. ! ! i Fr- 111 I I I IIKI I"I"""1"I.:ill I I I I b'' '4 I 1 I I I I b i'*' .4 I I I I I I 1 I I I 1 1 hig glilli I IJ IMm m' -'*' ' :1'''''' ' '' 1 m 0 1 amaimai __ 1 1 1 1 1 I 1 1 1 1 1 I I I I ' 1 ._ 1,. . ILLE• - A a _ - _ — _ _ .. _ - - - _ 4_ _ - ii PP4166 ------1:1111111111111111111111.--010-110 1 (; 1 G G I :"-7 -4411 1 I 2 3 I17.,. 7.r147........._ t 1 Iei a I -O _ I I 1 1 Q� I I I 1 I I I I I 1 8 .. .v__ �.� n. .R ��104. _ �. :; _ . _ ._ .LL.. c c 11 1 I I I 1 1 _ _ 1 4 5 6 E (��\f V I vJ [I I 10 FIRE Rss I. 1 12 ''' 4- -7 -8 -9 l 1 1 10 I G G i lj 1 1 1 1 i1 1 1 G i \ \ \ 1 ,, . :, s a.� (-3 ___ _i_ [...._ 1 — 1 1 _ -- E i • 1 4.-- _ 1 , ,,_,, 111 1 I - G —I� 10 11 I I e BREAK Room I 1 1 r �_.—. ,——_ i.— 7 i a H I 1 1 1 I .J T� SEE E9-10 SEE 1 E9-10 SEE 1 E9-10 SEE 1 E9-10 - Q — — — + — — — — + — — I -13 I -14 -15 ISSUED FOR CONSTRUCTION (4— I 4° STRUCTURAL L _ _ ± _ _ JL _ _ I _ _ L - - J Our difference ® 00 0 0 ® 0 ® ® ® 1 is engineered. IN PLAN www.harrisgroup.com REVISION 0 8` 16' 32' PARTIAL GROUND G SPAR DEBAGIFC SCALE: 1/16"=1'-0°° Harris Grou0p PROJECT NO:, 0010 6NLY 30.04 48' 1 DRAWN: NH PROJ MGR: RLT SCALE: 1/16"=1'-0" ENGINEER: MWD APPROVED: RLT CHECKED: EOF DATE: 07.09.19 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE x DIWAfi ACCEPTABILITY RER 12105114 GROUNDING PLAN W6036604 C 07.09,19 4. pF WAS,hrd,4 THIS DESIGN AND/OR CHECKEDrz A 777X CWC NEW BUILDING-RECORD WBS 2548317 JMG DFC 01/03/17 4- 4, RFW 12/05/14 SHEET SPECIFICATION IS APPROVED B 777X CWC NEW BUILDING RECORD WBS 2548317 JMG DFC 07105117 �a ENGINEER TITLE 7 ACE.7/Via® , �T f, o BSA STRINGER GANTRY 1 E9�01 APPROVED BY DEPT. DATE DFC 12/05/14 C BSA STRINGER GANTRY IFC W6036604 HG RLT 07.09.19 - .1 CHECKED • �15 .� 51289 �.9 W� • APPROVED BUILDING 40 058 JOB NO. W2548317 COMP NO. o t4 4GISTO ,i4 �S �1 APPROVED ELECTRICAL MASTER EVERETT,WA DWG NO 07/09/2019 SI%NAL , 40-058-1E9-07