3003 W CASINO RD 2019 BLDG 40-58 Plans 2023-01-25

3.10 ---- T -- --G LEGEND 1, SEE LEGEND SHEET EO & E1 FOR ABBREVIATIONS & NOTES. GENERAL NOTES 3.15 3.20 3.2(33.30 .3 T34 3.45 ,50 3®55� 3,00 3.05 3,70 3,75 3®30 1. REFER T®HEETs E509-1, E509-1 & E509=3 FOR GROUNDING DETAILS, COORDINATE WITH DIVISION 27 DRAWINGS AND SPECIFICATIONS FOR GROUNDING 6 5 7 REQUIREMENTS. 2. GROUND ROD LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR TO ------------G---- — -- ------ --- i 1 ESTABLISH FINAL LOCATIONS. COUNTERPOISE SHALL BE CONNECTED TO STEEL --®--�®— — — — — — --- ------®----�---— — — — — — — — �——��------ I,: _ ——------� COLUMNS AROUND THE PERIMETER OF THE STRUCTURE AT INTERVALS ---------- ____- _ _---.._.__._------_-_.__-- - _ ___ __._ _..._ -- _ _---------.___._ ..._._. _ _ ..__ ..__ _. _ _...........- __ _ I AVERAGING NOT MORE THAN 60 FEET. 1 I _ � I I I ; I . 1 _.... _ _ _ . I �509-� { �� , I � ; 13 _._ G � _ _ _ _ . _ _ , A 8 / I 3. GROUNDING SHOWN DIAGRAMMATICAL. CONTRACTOR TO ESTABLISH FINAL �- — — — ROUTING TO AVOID DOORS AND OTHER OBSTRUCTIONS. _G E509-1 / ! ( 4. ALL GROUNDING SHALL BE IN COMPLIANCE WITH 2O14 NEC, STATE OF CAL I 5 21 20 _ m=_—_ I� _ _-_ _. _ _ __.__.; _.. ____ __ _ _-_____ _. { : ....'. .. _..1, (TY ) I WASHINGTON CODES AND REGULATIONS, AND BOEING STANDARDS AND SPECS. G 7 17 1 7 17 �__ ._ . ' 17 _ �; t GROUND �F I #410 AWG BARE STRANDED COPPER. MIN. 2'-6" BELOW GRADE. -_ -- _ BUS GROUND RUB- I 8 SHEET E509 2 DETAIL 7 OUND GROUND ROD MIN24"FR R PAINT BOOTH 9i 1 SG _ _ mm_ FROM FOUNDATION WALL (TYP). SEE I 6 SH - �� I_ I 7 EXOTHERMIC WELD OR BURNDY NYGROUND (TYP). (:A:.259 EXTEND #4/0 AWG BARE COPPER 2-6 BELOW GRADE TO BUILDING 4(} 057 ! LJ COUNTERPOISE. USE EXOTHERMIC BOND FOR CONNECTION. Z EXTEND #4/0 AWG BARE COPPER AND CONNECT TO UNDERGROUND WATER METAL / j I PIPING AT WATER MAIN SERVICE ENTRANCE. i 5 I 1 E9-03 E509 2 IG i �� . 19 (TYPICAL) I 10 E FOUNDATION ! I 5 21 20 ---. _ _�°__— - _3�. --_-- . __ _.._ __. _ _.... REBAR. CONNECTINNO LESS THAN TWO LOCATIONS A MINIMUM OF 500 FEET IO ` APART. �GI 7 17 1 it 1 7 17 11 CONNECTION TO TUNNEL GROUNDING CONDUCTOR. REFER TO TNE9-03. AR PAINT BOOTH # 2 �- 1E9-9 E509-3 G — ! A,5 12 STATIC GROUND CONNECTION POINT. STUB UP GROUND CONDUCTOR 6-12" ABOVE I �o �- �® e� �e �® m o�e e 3 GRADE. STUB UP SHOULD BE THROUGH A 4" DIAMETER 12" DEEP PVC FLUSH WITH (TYPICAL) — -- - -- -- ± FLOOR. I f I 13 CONNECT TO EQUIPMENT FOUNDATION REBAR I 21 2Q�, �. ... GROUND BUS GROUND BUS- 5 14 PROVIDE A 25 FOOT PIG TAIL ABOVE GRADE AT EQUIPMENT CONTROL PANEL LOCATION. 5 I I 4 4 I I 15 PROVIDE A 94/0, 6° LONG PIG TAIL ABOVE GRADE FOR FUTURE GROUNDING CONNECTION. PROVIDE RIGID STEEL CONDUIT SLEEVE TO PROTECT CONDUCTOR GROUND BUS I �.�� WHERE IT EXITS THE CONCRETE SLAB. ...... I _ I 16 PROVIDE A #4/0,10 LONG PIGTAIL ABOVE GRADE FOR FUTURE GROUNDING CONNECTION. PROVIDE RIGID STEEL CONDUIT SLEEVE TO PROTECT CONDUCTOR ,I SEE 1E9-02 I I -- _ -- _ WHERE IT EXITS THE CONCRETE SLAB_. 17 STATIC GROUND FOR PLATE BELOW TOOL CART. r ; I I I l I (TYPI AL) x Iri n. I. «_ . �� I i 18. INSTALL ARMORED EDGE GROUNDING PER DETAIL 4 ON SHEET E509-3. I f' I 19 INSTALL STATIC GROUND BAR PER DETAIL 8 ON SHEET E509-2. E ( 20 PROVIDE A #4/0, 5' LONG PIG TALL ABOVE GRADE FOR FUTURE GROUNDING 10 r = - g CONNECTION. PROVIDE 1" PVC CONDUIT SLEEVE TO PROTECT CONDUCTOR — — - — — WHERE IT EXITS THE CONCRETE SLAB. 3 0®, ( I I ICI I1' 8 I 21 EXOTHERMIC WELD OR BURNDY HYGROUND BY OTHERS. S ��-- sCO"NSMUCTIO'N NOTES � I 12 12 I 1. ENSURE THAT EXPOSED METALLIC FEATURES OF TOOL SUPPORTS ARE WELDED OR DRILLED, TAPPED AND FASTENED TO FOUNDATION STEEL TO PROVIDE A I� = CONTINUOUS BOND WITH THE FOUNDATION GROUNDING SYSTEM. PROVIDE - I _ ADDITIONAL BONDING JUMPERS AS NECESSARY FOR EMBEDS. SUCH METALLIC FEATURES SHALL BE BONDED SUCH THAT THEY MEET OR EXCEED THE _.. .25 i .,- , g, ; PERFORMANCE REQUIREMENTS FOR ELECTRODE SYSTEM RESISTANCE 0 ( _ - _ ___ . .. _-_�....�, ,s�« _. « r« SG MEASUREMENTS OUTLINED IN PROJECT SPECIFICATIONS. I 17 I I ....... I 2 PROVIDE STATIC GROUND BAR AT 36 A.F.F. ALONG ENTIRE NORTH WALL OF PAINT I 7 9I STORAGE ROOM. BOND TO EXISTING GRID USING #4/0 SDBC CONDUCTOR. 3 PROVIDE STATIC GROUND BAR AT 36" A.F.F. ALONG ENTIRE NORTH WALL OF PAINT s - IX ROOM. BOND TO BUILDING COLUMN A4 USING #4/0 SDBC CONDUCTOR PER M DETAIL8/E5091. SEE 1E9-02 PROVIDE STATIC GROUND BARS AT 36" A.F.F. ALONG ENTIRE NORTH & SOUTH — — — — — — — — — — —� — — I I 16 I. f ! WALLS OF GUN CLEANING ROOM. BOND TO EXISTING GRID USING #4/0 SDBC 7 B.5 CONDUCTOR. 0 ---_--.__ i SG SG I I - I.. ,v, v REFERENCE "RAWINGS 40 05$ M I E9 OJ PARTIAL GROUNDING PLAN 40-058-E509-1 GROUNDING DETAILS 40-058-E509-2 GROUNDING DETAILS a I 40-058-E509-3 GROUNDING DETAILS ° "[ 7 13 — — — "1 -2 i 5 B 3 B I� 10 I I c c 14 14 -4 -5 -6 i � I I 5 I ® 7 13 7 13 I SG e I ( ! I 7 8 - SEE 1E9-06 F SEE 1E9-06 SEE 1E9-06 III I .. T -10 -11 -12 CONSTRUCTION C"ONSTRUCTION NOTES (CONT) FOUNDATION 5 CONTRACTOR SHALL GROUND BOOTH COLUMNS ALONG SOUTH END OF CELL TO 19 8. GROUND STACKS BY PROVIDING BONDING JUMPERS ACROSS JUNCTIONS WHERE PARTIAL GROUNDINGPLAN_ _._ _. _ _ _ _ __ _--_---_ __ISSUED FOR J NEAREST BUILDING GROUND GRID LOCATION USING #4/0 AWG BARE STRANDED METALLIC DUCT IS ELECTRICALLY DISCONTINUOUS. PROVIDE A 1/0 AWG COPPER I -13 -14 -15 COPPER CONDUCTOR. INSTALL CADWELD ON NORTH FACE OF COLUMN AS PER CONDUCTOR ALONG EXTERIOR OF STACK FROM GROUND CONNECTION TO TOP OF ' Our difference I I - DETAIL 5/E509=3. STACK BY WELDING A GROUND ROD STUD AND C-CRIMPING CONDUCTOR TO STUD. SCALE: 1/16 T-O°° I is engineered. V uwvw.harrisgroup.com I I I 6 CADWELD #4/0 SDBC TO EXISTING GROUND GRID AT SOUTH END OF CELL. 9� BOND TO STATIC GROUND BAR USING #4/0 SDBC CONDUCTOR AND ROUTE IN 3/4" PVC CONDUIT TO MEZZANINE LEVEL NEAR COLUMN A.25/4.0. ` REVISION "C" ONLY CONTRACTOR SHALL PROVIDE #4l0 SDBC CONDUCTOR IN 3l4" PVC CONDUIT IN N/S _ TRENCH BELOW TOOLING CART AND ALONG C10 SUPPORT BEAMS AS SHOWN. 10 PROVIDE AWG STRANDED COPPER IN 3/4" PVC TO RELOCATED CHATSWORTH — PROJECT NO: 0012630.06 I— CADWELD TO ANCHOR RODS OF LEVELING PLATES FOR TOOLING CART, REFER TO COMMUNICATION ENCLOSURE. SEE DRAWING 1 E410-14 FOR LOCATION. BOND TO _ ;' _ _. DRAWN: NH PROD MGR: RLT o STRUCTURAL DRAWING S591-01 FOR BEAM LOCATIONS. EXISTING GROUND GRID AT BUILDING COLUMN B4. 0 8° 16' 32' 48' ENGINEER: EOF APPROVED: RLT CHECKED: MWD DATE: 10.25.19 SCALE: 1/16" =1'-0" SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE DIB��, ACCEPTABILITY RER 12/05/14 THIS DESIGN ANDIOR CHECKED PARTIAL GROUNDING PLAN W5983281 10.25.19 SPECIFICATION IS APPROVED RFW 12/05/14 " B 777X CWC NEW BUILDING -RECORD WBS 2548317 JMG DFC 07f05/17 ENGINEER sHEEr o ® TITLE PFP SPAR PAINT BOOTH AND 2 APPROVED BY DEPT. DATE DFC 12/05/14 C PFP SPAR PAINT BOOTH 1 AND 2 - IFC FOUNDATION W5983281 HG RLT 10.25.19 / (.',t;r CHECKED1 03 r �p 51289 �� APPROVED ®0 JOB NO COMP NO. BUILDING c APPROVED ELECTRICAL MASTER EVERETT, WA DWG No. 40-058-1 E9-03 0f251201 ®NA�''