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HomeMy WebLinkAboutPermit M94-0189 - BOEING #25-70Attkik16 #(95-10 rr 614-4)148c1 C rycy 1 kwr Address: 15470 NELSON PL Location: Parcel #: 242304 -9088 Contractor License No: BOEINC294ML Permit No: M94 -0189 Type: B -MECH Category: NRES MECHANICAL PERMIT Permit Center Authorized Signature 'Date (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 ____ alas= cL5 Status: ISSUED Issued: 02/28/1995 Expires: 08/27/1995 Suite: TENANT BOEING #25 -70 15470 NELSON PL S, TUKWILA, WA 98188 OWNER BOEING COMPANY PO BOX 3707 M/S IF -09, SEATTLE WA 98124 CONTRACTOR BOEING INC. Phone: 206 544 -2975 9725 EAST MARGINAL WY S, SEATTLE, WA 981242207 CONTACT LARRY ALLEN Phone: 206 544 -1644 P.O. BOX 3707, M/S 17 -MA, SEATTLE, WA 98124 ******************************************** * * * * * * * * * ** * * * * * * * * * * * * * * * * * * ** Permit Description: INSTALL DUST COLLECTOR. UMC Edition: 1991 Valuation: 50,000.00 Total Permit Fee: 35.00 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state . or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. � /� Signature: � ,` A - X�`- -- Date: Print Name: - ��� _. L� Title:__e�'�v���'c�1�i JC This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if:-the work is suspended or abandoned for a period of.180`days from the last inspection. AMOUNT OWING: 4 4' •� gli CONTACTED � 1 !-� L � r( _ L' '� [ .) T DATE NOTIFIED a --- , --c 15 � BY: (Init.) ,.......4.6 BY: (init.) 2nd NOTIFICATION 3RD NOTIFICATION BY: (init.) PLAN CHECK NUMBER }m a - o1c1 INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. * Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DEPARTMENT BUILDING - initial review O FIRE O PLANNING O OTHER BUILDING - final review CITY OF TUKINk, A Department of Community Development - Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Mechanical Permit Application Tracking PROJECT NAME aeon 0 SITE ADDRESS J DATE> I BUILDING � OFFICIAL 6' 7i7i REVIEW COMPLETED INIT: INIT: ? PRO . ,ED Clc R OU ED) INIT: V27, r INIT: lw`" / a ;3 p � INIT. 15Uno N.e►�n PI 5 SUITE NO, RE QUIREMEN TS /CO MMEN T: CONSULTANT: Date Sent - Date Approved - FIRE PROTECTION: L) Sprinklers O Detectors ON /A FIRE DEPT. LETTER DATED: INSPECTOR: ZONING: !BAR/LAND USE CONDITIONS? Yes L No SCREENING REQUIRED? Q Yes 0 No REFERENCE FILE NOS.: UMC EDITION (year): (cc / 01 /07193 PROPERTY OWNER 4,r ky N � D l° N �- CPyt � N PHONE ZIP i, r ADDRESS � , /` , CONTRACTOR PHONE ADDRESS S ���, ZIP WA. ST. CONTRACTOR'S LICENSE # a z& L EXP. DATE � �� >, �— DESCRIPTION :::...:.::::AMOUNT :;; RCPT # : BASIC PERMIT:FEE .. ''$:15.00 UNIT(S) FEE I PLAN CHECK FEE OTHER :':::.• TOTAL. @(b!%. CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK NUMBER APPLICATION MUST BE FILLED OUT COMPLETELY SITE ADDRESS SUITE # �„QJty 7 p die / Al Race PROJECT NAME/TENANT 6 D e/ TYPE OF WORK: 0 New/Addition DESCRIBE WORK TO BE DONE: BUILDING USE (office, warehouse, etc.) NATURE OF BUSINESS: AUTHORIZED AGENT CONTACT PERSON ADDRESS � DATE APPLICATION ACCEPTED Modifications 4 0._,O WILL THERE BE A CHANGE IN USE. ,l'� No O Yes IF YES, EXP N: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? CR1No OYes IF YES, EXPLAIN: BETR f HEREBY CERTIFY THAT I HAVE; READ' AND,. EXAMINED. THIS APPLICATION AND AND; CORRECT, AND I AM AUTHORIZED: TO APPLY FOR THISPERMIT.. ! BUILDING OWNER SIGNATURE Q �A OR PRINT NAME / a MECHAI ■SAL PERMIT APPLICATION r f L e. Repair FEES (for staff use only) VALUE OF CONSTRUCTION - $ Oj ASSESSOR ACCOUNT # aka 3e91/- 9eR1? Other: DATE APPLICATION EXPIRES KNOWXHE SAME TO • DATE NUMBER:OF: UNITS > »';; /cP- PHONE / ; 4,4 ITY/ZI ly 01 PHONE APPLICATION SUBMITTAL In order o ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Application and plans must be complete in order to be accepted for plan review. BUILDING OWNER /AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. VALUATION OF CONSTRUCTION The valuation is for the work covered by this permit and must be filled in by the applicant. This figure is used for budget reporting purposes only and not to calculate your fees. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Mechanical Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development at 431 -3670. (0 16 03/14/84 MECHANICAL Completed mechanical permit application (one for each structure or tenant) Two (2) sets of mechanical plans, which include: • Floor plan , • System layout • Elevations (for roof mounted equipment) • Heat Loss Calculations • Structural calculations stamped by a Washington State licensed engineer may be required if structural work is to be done (2 sets) Note: Hood and duct systems require a building permit for the duct shaft. Water heaters and vents are included in the UMC — please include any water heaters or vents being installed or replaced. SUI6IITTAL CHECKLIST , • , • ; • 4 t,* 7;p ,'+L' t DEPARTMENT OF LABOR AND INDUSTRIES HIS ITIEIES.T7K,TH E PE.9SON,NAMED.HER IS REGISTERED AS PROVIDED BY LAW AS A r" DETACH TO DISPLAY CERTIFICATE-1 L DETACH TO DISPLAY CERTIFICATE. -t STATE OF WASHINGTON F625. 052.000 (3.92) • . : « ; oe7 X 2' 70 ype0 n ,•— N A Address - Jo f L. Date Called: Special Instructions: Cr Requester: �. v .-- Date Wanted: r , / 96 pan. (am)p.m. �, i �-p� rJl at -- PhoneNo.: 4 7 kic—Ls?ar - ❑ Approved per applicable codes. } INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 - 3670 ❑ Corrections required prior to approval. COMMENTS: . D was- c o t � -�wa .s1/4‘,AN P ar'ft , . vJ i SA �p�r; / /(7 19 ^ r ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. L No.: I COMMENTS: ' fJ'oT fJC A - uSY'A -G1 ' CA9 i lie f 1—A 14Z 10 \A tc^A.•r'� `i' bc.... W1 u.,.. (-11.40 TA SAP. ef \ n.v_ • 7- c Special Instructions: -N S AIA-- .0usi i .i.xroPk— c�, Date Wanted: 7' am, p.m, Requester: Phone No.: Z-3(12 .. 7 tp 0 h 777E7 2.-5 . '7 ype o nspection: ( r'' L`'1 rJA%„- y Address' 1547/1 II , g vA -P . a : to C. led: 7- c Special Instructions: -N S AIA-- .0usi i .i.xroPk— c�, Date Wanted: 7' am, p.m, Requester: Phone No.: Z-3(12 .. 7 tp 0 0. L INSPECTION RECORD, Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Jr..azs;.:;. vas:: tiP: d.. a.: M_•: 7: Gt. (206) 431 -3670 ❑ Approved per applicable codes. nspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ReceOt No.: Date: ,. K Corrections required prior to approval. GENERA JA Jr•,k•A * * * ** * * * * *AA k ** * * ** **J•A ** *A•k * *•A AA A••k"h * *A* * * *A*•k* *•k * ** *•Ak•Jr r •k•' GENERA CITY OF TUI:WILAI WA 7RfIN6MT.T' TOTAL *•fr * *kk *A k•A kk * * *# * * *A * ** *** * * * *. *A'•k* fir *•k * * * ** *"k A• "* * *•' *��• *•k .A * **' *AA. ** CASH TRANSMIT Number : 940016395 Amount: 812 02/28/95 10::16 CHANGE • .: Payment Method: CASH Notation: LARRY ALLEN Ii ttAB AR 0455A000 Permit No: M94-0189 Type: 11- M4i.CH MECHANICAL : PERMIT Parcel No: 242304 -9088 Site Address: 15470 NELSON PL Total Fees: 05.00 This Paymernt 8.9.2 Total ALL Pmts: 35.00 ,aalance. .00 * A k**** A***• A****4• k**• A*****Ak *,A ** * *A *A * * * * ** ** ** *A * * * * *** k4* Account Cody, Description 000/345.830 PLAN. CHECK - NONRES' 0.00/322.100 MCCHANI ;AL'. 'H NONRES 1.62 6.50: 8.12 10.00 1.88 10337 .k * * *A kA ,'r * ** * *A• * ** **k* dk* k* * ** ** *k** * *A * * 'AA*.k *A•k* ** CITY OF TUIrW7:LA,'.WA,. • TRANSMIT **•. tA A** A*** k, 4** hh* h* k * *k*** *A *A *k *Ah:k *J 1v * **k•kkhA * *J 1 RAN5MIT Number: 94001G2t, Amount: 26.08 12/1 14 :5E, Permit No M94-0113'4 Type. 13-MI*CH MECHANICAL PERMIT Parcel No: 242304- 008 S i t e Address: 15470 NELSON PL Payment Method: CHECK Notation: BOEING COMPANY In it.: SLII h ** kA: k*• kkA*A •*k3r **4 *A***11* **k**A * *Ak * ** *AA *hA *k *•kr4**•kA**A* *k*Ak Account Code Description Paid 000/345.830 PLAN CHECK - NONllka 5:313 O0O /32!.100 MECHANICAL - NONRES 21.50 Total (This Payment): 26. • CITY OF TUKWILA Address: 15470 NELSON ,PL Permit No: M94 -0189 Suite: ;,, Tenant: BOEING #25 -70 Status: ISSUED type: B-MECH Applied: 12/15/1994 Parcel #:: 242304 -9088 Issued: 02/28/1995 **• k* ** * ** * * * ** **•k* ** **•k * ** ** ** * ** k * * **** * ** k , k* k*** k* **4 k•k k k* k'k** *44**** **4 Permit. Conditions: 1... No changes wi 1 1 be, made . t'.a: th&p1`ar A t ess * ."approved by the Architect or Engine,�e } r lan d 'tfie T ukwi 1a B'ut�l;'di )g •Division. •2 :Al 1..permits, in,r.ecton r ec)r�d ,, and, approve 'i''4plan sha11 be available• at' tipp:Titb sit pr h r to4he start, 4.0. ,con - str uct'ion. �,T �es't' • dooumertits are, >.to; be mai a and, avail- ab 1 e untilf;:ti 1 •i•n�,pect ikon apr�ova 1 i grrined `"� . All canstr cation t ∎ . ii,e done ��i°n confor inan w'i th app o VP ) •., .. or x plans an4,,req r of theitUriiTorm Bui 1' CU�ie t; 199 ;- E d i t i or)•$ ��as a "e.rlde�i, , Un i form'`` e ia,i�„i ca 1 Code '(y1994. iii i. i v :' ., and .W ,s.fi/ngton State Ener4gyTT`C (1'9"94 Edition '''":,,o-g,"„:" t ,�„ . 4. Va 1 i d:4 t of ,Permip. .Th •• 'su'ance af'' a permit or •appro,,v ofr ' p1ans spea�i Fication . , , Z i ind ca`'MRu,ta "tions sha11 . not `'0e'':'Garr'" `V4 stru,'ed; to , ,,bei :''a permi t°ifQr, or.V,O� approval of, any vlo`la \, of e ' ' i t y of the prov i s i of .' °of • t i k e bu i.;1 fl ng code or of ";any ,,c,„ oth, rg or d1.nanc. of the' ' .�y. r�i �dirtion -.; . .rmit prestrm1hg to g i v>e's,I,author.i ty'! to fate '1)0 ica ' :tlie , �rov z i s i o ns o f,, ti 1 \ ca a ; l 1 ,be r, -.td . I t ' , 1 ,A ,,', { 5. MA C tF�ACiTURERS;; IAST `AT,I /I,IV:�TRUOitIP ! ' S ' , TB ': I IONS--R ON , I ,, i = ".,f E ' 4 . -.. 7 1 F0 1 . 1 - 01E .� . s tILGING' I " IV APE :T C7R ,',' VIEY�.� ; r.._, �� .�> 6 . ma tr im s o ^ = 3 vtood j =r p p ' , l' e n i c: � ay bekiln sta 1 1 ed 1 i n �h i Q 6 i g S e 'Bo e i h'g �'l, t:, .r` date +, ' "' ` "�`` ,d;1n t �e w 1.6/95:, , ^1 .�r k •��. '''•'A } �i h �'� ��i}..r r .,� 4'0 `;54',tY+yyY v,r }, j •u'' ,, � + ,�, `•.. ti; .-^ ; a`tl „ W a �a • DATE PERMIT NUMBERL2LL:21/Lif (If previously issued) PROJECT NAME. e_v . ,:z ,.-„Ii-- 20 ,:44,,,,,,, oi,..7 6) ADDRESS /- 7 i Ai .er,--, ?L CONTACT PERSON Za fr ry .4 rc Al PHONE _c ARCHITECT OR ENGINEER 6 f ._ _.z A/ g PLAN CHECK NUMBER **REVISION SUBMITTAL** 7-- 3/- 5 TYPE OF REVISION: (206) 433-1851 CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 SUBMITTED TO: \\1\1 61\ 0 ‘C'l • Mci 01\/\':)\°‘ PA \‘‘ SHEET NUMBER(S) /n3 / "Cloud" or highlight all areas of revisions and date revisions. RECEIVED CITY OF TUKWILA Jul 3 1 1995 PERMIT CENTER • ' 'Writ Torit Cyclones' long, tapered cone design and high inlet velocity make them high efficiency cyclone separators. They have been rated at up to 99% efficient by weight on many different types of dust. After filters are available on the FB models for even higher efficiencies. Torit Cyclones' material handling fans provide you with high performance at low horsepowers. With the fan on the clean air side, dust is deposited in the base before reaching the fan, saving you from costly repairs and providing you with consistent performance. Because the Torit Cyclone's power pack is end mounted, the motor unit and blower are detachable making it easy to relocate the outlet duct. Also, cones can be rotated on �U�W� their bases to change inlet positioning. DVS R OV � Torit Cyclone Separators are offered in 7 different sizes with capacities ranging from 300 to 13,000 CFM. The heavy gauge, all welded construction has the ability to handle many applications, including high temperature and highly abrasive dusts. • Heavy gauge, sturdy, welded cabinet • Indoor, industrial grade, texturized paint finish on Models 13 -30 is Dust drawer mounted on industrial grade casters • Outdoor, weather protective paint on Models 36 & 44 3?iS ; "i, n ?:�i"isr,", iii" ,li;i " % <,..�::`:V3:'`H'r alp:^ e�.`�'a:rr,' v ...........,R.,..�.w CYCLONE MODELS 13 -44 • � • • After filter on FB models • Weather protective paint on Models 13 -30 • 55 gallon drum pack • Aluminum fan wheel • Extra - capacity bases or hoECEIVED OF TUKWILA J U ! 3 1 1995 PERMIT CENTER CYCLONE A B C 0 E F 0 H J K I M 13 12.00 6.00 28.44 9.88 5.09 8.19 26.44 72.79 97.72 103.76 6.52 4.00 19 16.00 6.00 39.25 9.85 7.27 10.19 26.44 72.79 109.04 115.68 9.35 5.00 20-3 20.00 7.00 46.125 12.00 6.71 11.25 24.19 75.79 117.79 125.27 '8.12 6.00 20-5 20.00 7.00 46.125 12.00 7.27 12.63 24.19 75.79 117.79 125.55 9.35 6.00 24 24.00 7.00 52.63 18.00 8.77 14.19 24.19 97.79 142.92 154.80 9.76 7.00 30.10 30.00 8.00 70.75 18.00 9.30 14.19 24.19 97.79 160.04 173.19 9.57 9.00 30-15 30.00 8.00 70.75 18.00 9.30 14.19 24.19 97.79 160.04 173.19 9.57 9.00 36-20 36.00 9.00 85.00 18.38 13.27 18.00 24.00 85.44 160.94 177.07 - 18.22 11.00 36-25 36.00 9.00 85.00 18.38 13.27 21.19 24.00 85.44 160.94 177.07 18.22 11.00 36.30 36.00 9.00 85.00 18.38 13.27 21.19 24.00 85.44 160.94 177.07 18.22 11.00 44-40 44.00 11.00 104.13 24.00 15.12 22.44 25.00 97.38 190.00 209 06 19.84 13 00 '44.50 44.00 11.00 104.13 ._ 24.00 15.12 23 69 25.00 97.38 190.00 209.06 19.84 13 00 MODELS 13 19 20 24 30 36* 44* BLOWER MOTOR 3/4 HP 2 HP 3 OR 5 HP 7-1/2 HP 10 OR 15 HP 20. 25. 30 HP 40 OR 50 HP (SPECIFY OPERATING VOLTAGE WHEN ORDERING) STANDARD VOLTAGE 208/230/460/60/3 DUST STORAGE AREA DUST DRAWER (CU.FT.) 4.8 4.8 8.5 8.5 8.5 NA NA HOPPER ( CU.FT.) 12 12•• 19.50" 37•• 37•• 54•• 103 APPROXIMATE SHIPPING WEIGHT W/ DUST DRAWER (LBS.) 265 340 635 750 1210 - - W/ HOPPER (LBS.) 350 410 740 850 1486 2000 3150 • MODELS 36 AND 44 BLOWERS ARE BELT DR VEN. •• HOPPER SIZES UP TO 103 CU.FT. ARE ALSO AVAILABLE. torit Donaldson Company, Inc. Donaldson Industrial Group P.O. Box 1299 Minneapolis, MN 55440 612 -887 -3900 Parts & Service 1- 800 - 365 -1331 Torrt -the industrial air pollution problem solvers. MODEL 13 19 C.F.M. 311 EXTERNAL STATIC PRESSURE IWGI 5.60 " - 4.10" 20.5 1500.2500 11.40"- 5.00" 24 1950-3500 13.45 " - 4.40" VELOCITY IF.PMI STANDARD INLET. OUTLET SIZE 3582-6204 4" -6" 860-1200 7.90"- 4.60" 4386-6135 6 " -8" 20.3 1250-2000 7.50 " - 3.70" 3555-5714 8 " -10" 4288-7142 8 %10" 3580-6450 10" -12" 30.10 3000-4500 9.90"- 5.00" 3821-5732 12 -14" 30-15 4000.5600 11.00 " - 4.90" 5100-7140 12"•14" 36.20 4300-7000 11.40 " - 4.90" 4015-6540 14" -16" 36.25 4500-7500 14.90 " - 6.30" 4210-7010 14 " -16" 36.30 5000-8000 16.10"- 7.10" 4670-7465 14 " -16" 44-40 44.50 NOTE: All dimensions are reference only. 8000. 11500 15.10 " - 5.50" 8000.13000 18.80 " - 7.00" 4527 -6508 18" -20" 4527-7357 18" -20" Dimensions shoo are lot welded constr ct CEIVED N CI OF TUKWILA Specifications suhlecI to change w thout nulici I t i i 3 1 1995 R MIT Fotm CY'C 13.44 CENTER Copyn TO 1990 Printed in U S A TO Ed Loughrey Boeing ' APR -13 -95 THU 13:09 TOR] --DONALll O14 CO Do aPson FROM: Dale Kentala SUBJECT: Cyclone dust collector 20 3 - FB - 55 Cyclone dust collector with: BUDGET PRICE: $2900 SHIPMENT: 3 - 4 weeks FAX NO. 20 453 1653 � " 1601 11 4th Ave. SE, Suite • 163 Bellevue, WA 98004 206 - 453 -9686 503-243-5097 (Portland) 206 -453 -1653 (FAX) FACSIMILE TRANSMITTAL This transmittal consists of {0 page(s) including this cover sheet. FAX: 662 -7873 • 3 HP fan!lhFFC motor (208 - 230- 460V/3/60) • Legs and 55 gal. drum cover adapter • "FB" after -filter bag section with plenum and transition • High efficiency cyclone section, 16 gauge construction • Blue alkyd enamel paint finish m. ax.•.mnaave.a P. 01 Tor it & ay Product? DATE: 4 -13 -95 OPTIONS: la) Weather, enclosure for bags (air discharges to outdoors): Add $850 lb) Weather enclosure with drawers (sealed with duct connection for returning air to building): Add $1550 2) Fan silencer: $525 3) Combination starter with main disconnect and fan magnetic starter, with Boeing - preferred design and components, UL labelled, NEMA 12 (indoors), 460V assumed: Add $1350 NOT INCLUDED: Fan starter controls, field wiring, ductwork, installation, and freight costs RECEIVED CITY of TUKWtIA .1111 3 1 1995 PERMIT CENTER f as CO csT L 5000 422.8 - - 1•-364 S0. FRONT VIEW MULTIPLE RATING TABLES CFM I FPM(VELOCITY) 2000 1 5714 1750 (Euc `` 1250 3555_ EXT. S.P. 7 "DIA. X12" LG. FLEXIBLE HOSE 1 10GA.STL: 16 GA.STL-\ 12 04.-, ti SIDE VIEW SPECIFICATIONS r FOR REMOVAL OF MOTOR I FAN WHEEL ASSY ? 5 ADDITIONAL HEAD ROOM IS REQUIREO. / f- STL. PLATE 20 GA.STL 'A-2x2.11 5t) 13 T R AC r ! “L vJC- t v 1114 19 SG r a J III L MOTOR SHALL BE 3HP, 3600 RPM, 230 460JBO 3. 3.7 2. DUST STORAGE CAPACITY OF DRUM: 7.5 CU.Fi 3 ALTER AREA SHALL BE 70 SQ.PT_ 5.0 4. INLET: 13'111 — 5. NET WT: 524 LBS. SHIPPING WT: 643 LBS. 6.3" 6.FAM SIZE I3 "x34-", MAIL BANDUNG OES`.GI 7.5" N- LOCATING DIM. FOR I6 DIA.MTG. HOLES NOTES 0 w to m - ' - -Io 1 DIRTY Coi •pritc 1 I— 756 PLAN VIEW BY L INLET CAN BE ROWED AT 90' INCREMENTS IN FIELD 2.0UTLET CAN BE ROTATED AT 45' INCREMENTS IN FIELD.* 3. THIS DRAWING IS FOR A STANDARD 20 CYCLONE COLLECTOR. ANY DEPARTURE FROM THIS DESIGN SHALL REQUIRE SPECIAL FABRICATION AND AN INCREASE IN COST. 4. TINS PRINT IS NOT CERTIFIED FOR CONSTRUCTION PURPOSES UNLESS PROPERLY SIGNED BY TORIT ENG. DEPT I 5. DRUM IS ROT FURNISHED BY TORMT. 6. HEIGHT OF MOTOR SUPPLIED OR SPECIFIED MAY %7.RY FROM NOMI AL HEIGHT SHOWN. TORT WILL VERIFY WIffLRE READ. ?It OUTLET CANNOT BE LOCATED OVER INLET - 2941. . . ---•lO� —I4 k5 "- —I{• DATE: CERTIFICATION THIS DRAWING IS CERTIFIED TO BE CORRECT. 1081T DIVISION, DONALDSON COMPANY, INC. P.O. BOX 1298 • MINNEAPOLIS, MINNESOTA 55448 SPECIFICATION CONTROL ORAWING MODEL 20 CYCLONE DRAWN :c. sw,1cco4r DRWG. 20-003 APP'D_ PIERCE NO: aEV: q g.jg w OD CFI w 0 O , �isxaxw. vcakw,..x.•..+.rar,pM�R'�Y71sFf x"�' APR -13 -95 THU 13 10 TORCONALDSON CO s . TORIT's long tapering cone design and high inlet velocity place it in the "high efficiency" class — a cyclone separator built for top -level proficiency. in laboratory testing, Model 20 -5 -FM separated 99.2% of steel grindings, 99% of sawdust and 94% of baking flour by weight. "Fines" not separated in the cyclone are caught in after - filters on FB models. Sturdy steel construction is featured for long- lasting service both inside and out. The doors are felt - gasketed with specially - designed "Positive- Seat" fasteners, A tough weather - resistant finish is available at extra cost for outdoor installation, The new material handling fan design delivers constant high performance at a low horsepower requirement (see multiple rating tables on reverse side), You get longer operation at a Icv..er cost. And this fan is on the clean -air side. Grit, dos :, chips, tramp iron and other foreign materials are deposited in the base before the air reaches the fen. Standard Series 20 contains 8.5 cubic feet of storage capacity in its handy pull -out drawer, mounted on four heavy -duty, free - rolling industrial casters. Extra- capacity bases or hoppers are available, built to order, as well as single and double 55- gallon drum collectors (see specifications on back). Three -phase vertical motor in both the 3 horsepower and 5 horsepower models is end - mounted; the motor unit and the blower are detachable for easy relocation of outlet ducts. And cones may be rotated . on bases for flexible inlet positioning. The Series 20 can exhaust outside, or be used to recirculate air into the building. The FM model does not include an G.,irra rx:ikVi i; C 4.. Vr al';F%^ .a. -..— - FAX NO 20 ( 453 1653 P.03 after- filter and is designed for outside exhaust. A totally enclosed motor couples with the weatherproof finish to ensure long life for outdoor •installations. The FB model includes an after - filter section containing tour polyester felt filter tubes. P,PRR -13 -95 THU 13:11 FOR 1 - DONALDSON CO TYPICAL DESCRIPTION The plenum can be lined with sound attenuating foam to reduce none. OPTIONS FAX NO, 206_453 1653 P. 04 Design: The Cyclone high efficiency dust collector uses centrifugal and gravitation forces to separate dust from the air stream. Models with. the FB after - filter bag section include fabric filter bags to capture the very finest dust not separated by the cyclone portion. Cyclone portion filtration efficiency is 98% at 12 microns. The cyclone cone is rolled with a continuous butt -weld seam to provide a smooth inner wall to maximize efficiency and minimize localized abrasion. Cyclone sections are constructed of 20 to 12 gauge steel, depending on model. Cyclones are finished in blue enamel. A rectangular inlet with transition is provided to minimize inlet turbulence and maximize efficiency. An inner helix is provided to maxiin.ize cyclonic filtration efficiency. Fan and motor: Cyclone fans are located on the clean air side of the cyclone filtration section, in accordance with NFPA Bulletin 91. This design minimizes wear on the fan wheel and reduces fire risks, Fan and motor assemblies are factory assembled and balanced. Models 13 through 30 are direct - drive. Models 36 through 44 are belt - drive. Dust Storage: Several arrangements are available to store the collected dust. Cabinets with dust drawers or 55 gallon drum adapters are most common in models 13 through 30. Hoppers are standard in models 36 through 44. After- Filter Section: The optional FB after-filter section includes polyester felt filter bags, plenum, and transition. The filter bags raise overall filtration efficiency to 99.8% at 1 micron. The size and number of filter bags are selected to provide filter area sufficient to handle the cyclone air flow. Standard filter bags on models 20 through 44 have zippered bottoms for manual shake -out of collected dust. Fan and motor: Standard fan motor is TEFC design for three phase power. Explosion -proof motors suitable for Class I, Group D, or Class .il, Groups F & 0 are available. Single phase and 50 Hz motors are available. Non- sparking aluminum fan wheels are available for applications involving explosive dusts. Units can also be provided unpowered, without fan and motor. Hopper: Hoppers in three sizes are available and can be provided with outlet slide gates. Rotary Valves: Rotary valves can be provided to continuously discharge collected dust. The rotary valve requires either a storage hopper or surge hopper. Explosion Vents: Resettable explosion relief vents are design to reiieve pressu e due to a deflagration in the collector. Explosion vents are designed to protect the dust collector and should be ducted directly to the out - - doors or the dust collector should be. in . ;etc -d outdoors. Explosion vents can not be provided on models 13 through 20. The aluminum non- :parking fan wheel must RECEIVED CITY OF TUKWILA .1111 3 1 1995 PERMIT CENTER APR -13 -95 THU 13:12 TOR 1DOWALDSON CO FAX NO. 20 _ 453 1653 be provided with the explosion vent. option. Stack Silencers and Attenuators: Stack silencers mount vertically from the exhausts of models 13 through 36 and attenuate the fan discharge noise, They are not used with the FB after - filter section. Noise reduction ranges from 4 to 6 dBA depending on model. Attenuators mount horizontally from the fan discharge and can be used with the after -filter section. Noise reduction ranges from 9 to 13 dBA depending on model. Bolted Come - Apart Construction: Bolted construction of major cyclone pieces is available for models 13 through 30. Bolted construction is standard on models 36 through 44. Abrasion Resistant Lining: A highly abrasion resistant urethane coating is available for the cyclone cone section. And the outer section of the upper cylinder can be provided in Abrasion Resistant steel. Painting: Special paint colors and coatings are available. Most easily provided are those from the Sherwin- Williams industrial coatings color template - specify color and S -W code, (Standard , finish is•blue.) Controls: Motor starters, control panels, etc. are available. Ductwork Accessories: Ductwork, duct fittings, blast gates, flexible hose, spark traps, and other ductwork accessories are available. P. 05 Dec 18, 1995 LARRY ALLEN P.O. BOX 3707, M/S 17 -MA SEATTLE, WA 98124 RE: BOEING #25 -70 Sincerely, 77 7ozte se 4: 711 Dear Permit Holder: City of Tukwila FILE OF'Y 'Y:Vr.:tY9 +;!'; A7Y r�. 4`^.':! �` 1Y:f?+' i' iR01RVtr^. trt^ t' ut: fltM!' 1c? 417V.9!01.,`!Atweve., <tiA'ri4NSZy wtorC John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Our records indicate that on Jan 02, 1996 one hundred and eighty days will have passed with no inspections having been called for under Tukwila Mechanical Permit Number M94- 0189. Unless you call for an inspection, or obtain a written extension from the Tukwila Building Official prior to that date, your above referenced permit will become null and void on Jan 02, 1996. If your project is complete please call for final inspection. If you are actively working on your project please contact our office. If you have any questions or need further information to obtain an extension on your permit please call the Tukwila Building Divison at 431 -3670. Kelcie Peterson Permit Coordinator Department of Community Development 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 February 20, 1995 6 -8W3J- LEA -00995 Ken Nelson City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Boeing Commercial Airplane Grou P.O. Box 3707 Seattle, WA 98124 -2207 Subject: Boeing Building #25 -70, Plan Check #M94 -0189 Sincerely, -- �i� Larry E. Allen Permitting, West Region Facilities 6 -8W3J, M/S 19 -15 544 -1644 Reference: Letter, January 6, 1995, Ken Nelsen, City of Tukwila, to Larry Allen, same subject Dear Mr. Nelson: I would like to address the three (3) plan changes requested in your letter of January 6, 1995. 1. Boeing will be installing three (3) woodworking appliances which consist of a table saw, a planner joiner and a mitre saw. 2. All other woodworking equiopment on Sheet M500 will not be installed until Boeing has met any requirements for installation of same. 3. Boeing would like to install the complete dust collection system at this time. The system is designed so that completely closing off any connection points would effect the performance of this equipment. Boeing would ask that we be allowed to install signage on each of these points that prohibits machinery being hooked up. Thanks for your time and help to allow us to continue with this project. CITY OF RECEIVED L A FEB 2 2199 PERMIT CENTER City of Tukwila January 6, 1995 Larry Allen Boeing Co. P.O. Box 3707, M/S 17 -MA Seattle, WA 98124 RE: Boeing building #25 -70 proposed dust collection system Plan check number M94 -0189 Sincerely, Ken Nelsen Plans Examiner John W. Rants, Mayor Department of Community Development Rtck Beeler, Director Dear Mr. Allen, Thank you for your response dated January 5, 1995 referencing the intent to restrict the initial installation of sawdust producing appliances to a total of three. However, to maintain the current B -2 occupancy under the adopted 1991 edition of the U.B.C., revised plans must be submitted to complete the permit approval. The following are minimum specific plan changes. 1. The revise plan must specify what three fixed woodworking appliances will be utilized and their locations. 2. All other woodworking equipment must be eliminated from the current schedule on sheet M500. 3. The remaining dust collection connection points must be shown to be blanked off and provided with signage preventing connection prior to a future separate permit. To confirm you have received these comments contact this office and /or submit revisions within ten working days. Feel free to call me if there are additional questions at 431 -3670, 8:30 a.m. to 5:00 p.m.. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431-3665 rilt0?"5il Date To / 4 / : (7. AA Phone fr .3 7D Subject: Boeing Commercial Airplane Group North Boeing Field Facilities dfrv? / ? / 9 Facilities Permit Administration "ro-4 eJ 4 „2 -- rt J2_„3- 3 F - d 4:4 , „to eacLe-14_,t &e Lo H. December 20, 1994 Larry Allen Boeing Co. P.O. Box 3707, M/S 17 -MA Seattle, WA 98124 Dear Mr. Allen, Sincerely, t Ken Nelsen Plans Examiner ( City of Tukwila 6300 Southcenter Boulevard, Suite #100 Department of Community Development Rick Beeler, Director RE: Boeing building #25 -70 proposed dust collection system Plan check number M94 -0189 John W. Rants, Mayor Review of the proposed dust collection systems indicates a possible connection of more than three woodworking appliances to be served by the system. This intensive use of wood sanding and sawing equipment would not be allowed in a B -2 building occupancy as defined by U.B.C. Section 901(a). Please provide additional information to qualify the building as a H -2 occupancy or revise the plans to show the allowed equipment limitations for a B -2 occupancy. To confirm you have received these comments contact this office and /or submit revisions within ten working days. Feel free to call me if there are any questions at 431 -3670, 8:30 a.m. to 4:00 p.m.. Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 December 20, 1994 Larry Allen Boeing Co. P.O. Box 3707, M/S 17 -MA Seattle, WA 98124 RE: Boeing building #25 -70 proposed dust collection system Plan check number M94 -0189 Dear Mr. Allen, Sincerely, Ken Nelsen Plans Examiner City of Tukwila :3dS&'it ? fits' .?gif? ; I.ZglifiZ :MtS^ AMAT'MIgi f !iatoto m' + John W Rants, Mayor Department of Community Development Rick Beeler, Director Review of the proposed dust collection systems indicates a possible connection of more than three woodworking appliances to be served by the system. This intensive use of wood sanding and sawing equipment would not be allowed in a B -2 building occupancy as defined by U.B.C. Section 901(a). Please provide additional information to qualify the building as a H -2 occupancy or revise the plans to show the allowed equipment. limitations for a B -2 occupancy. To confirm you have received these comments contact this office and /or submit revisions within ten working days. Feel free to call me if there are any questions at 431 -3670, 8:30 a.m. to 4:00 p.m.. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington . 98188 • . (206) 4313670 • Fax. (206) 431.3 , 665 SYM A ( i ) REV. AS -BUILT J #590008 MUELLER -BRASS MOVE -IN 4590024 -3 F, mq4 O19 BY APPRO DRS M &NMG DATE 10.27.94 SYM REVISION BY APPROVED LATE >> ) PLAN VIEW SCALE: 1/8=1-0' AVAEZEWia FACILITIES DEPARTMENT t j . i Il B/l .EiA.°_fG February 20, 1995 6 -8W3J- LEA -00995 Ken Nelson City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukw_;3_ WA 98188 Dear Mr. Nelson: Sincerely, Larry E. Allen Permitting, West Region Facilities 6 -8W31, MIS 19 -15 544 -1644 Subject: Boeing Building #25 -70, Plan Check #M94 -0189 Reference: TFtter, January 6, 1995, Ken Nelsen, City of Tukwila, to Larry Allen, same subject I would like to address the three (3) plan changes requested in your letter of January 6, 1995. I. Boeing will be installing three (3) woodworking appliances which consist of a table saw, a planner joiner and a mitre saw. 2. All other woodworking equiopment on Sheet M500 will not be installed until Boeing has met any requirements for installation of same. 3. Boeing would like to install the complete dust collection system at this time. The system is designed so that completely closing off any connection points would effect the performance of this equipment. Boeing would ask that we be allowed to install signage on each of these points that prohibits machinery being hooked up. Thanks for your time and help to allow us to continue with this project. APPROVED BY DEPT. ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROSED DATE RECE CITY OF FEB 2 2 1995 PERMIT CENTER DRAWN BY THB CHECRE6 JCR CHECKED &PITROVED DALE 0.27.94 SUBTITLE 1 TITLE plan Check aoprov Is are understand that the teerrorsan missy ons and appr• valof ; A 1 ect violation of any I•;:Uns d oes not auth ^l o; .f can ', adopted code or ordinance =.. RAc.^k„c„� actor' copy of approved plans ac• permit No. By Date MEZZANINE FLOOR PLAN 25 -70 GENERAL NOTES: 1. NEW CHAIN LINK FENCE AND ROLLING GATES TO BE SUPPLIED AND IIISTALLED BY VENDOR. 2. REMOVE ALL TRASH AND DEBRIS FROM CONSTRUCTION AREA AND SURROUNDING BUIIilING. CONSTRUCTION NOTES: REMOVE EXISTING / IOD RAILING AT EAST SIDE OF MEZZANINE. E— REMOVE EXISTING WOOD STAIRWAY. C� PROVIDE NEW STEee ACCESS LADDER TO MEZZANINE CONSTRUCTED FROIZ 2 1/2" X 3/8" FLATBAR AND 3/4 ROUND STEEL RUNTS. MEZZANINE HGT.= 9' -7 SECURE LADDER TO EXIST. HALL. SEE DETAILS 6/A500 & 7/A500 - PROVIDE NEW GUAI4IRAIL AT THE NORTH AND EAST SIDES OF MEZZANINE ABOVE. GUARDRAIL TO BE 42" HIGH ABOVE MEZZANINE .IKVEL WITH INTERMEDIATE HORIZ. RAIL. GUARDRAIL TO BE PAINTED, 1 1/2" NOMINAL STEEL PIPE WITH POSTS AT 6';:0" O.C. SECURED FIRMLY TO MEZZANINE FLOOR 4ITH PIPE BRACKETS AND LAG SCREWS TO SUPPORT 200 rU LATERAL LOAD. BEGIN GUARDRAIL 3' -0" FROM COL. AT GRID 4 -B. PROVIDE 4' HIGH TOEBOARD MADE Fi. :;)M L 6 X 4 X 5/16 CONTINUOUS STEEL ANGLE. SEE`IETAIL 3/A500. - PROVIDE ROOF HAl /VI ADJACENT 10 EXISTING BEAM TO PROVIDE ROOF AC(. /SS FROM MEZZANINE LEVEL. ROOF HATCH TO BE MILCJ R MODEL #M -2 OR EQUAL. LOCATE ADJACENT TO BEAM' AND HEADER OFF ROOF JOISTS WITH DOUBLE 2 X 12 A. SIDES. SEE DETAIL 1/A500. 6� CORE DRILL (SEE ), RUCTURAL 5280) FOR DUST COLLECTOR DUCT. ` ERIFf SIZE & LOCATION WITH MECH. DRAWINGS. SEE DETAIL 4/A500 FOR FLASHING DETAIL. L? '� CORE DRILL (SEE (;IRUCTURAL 5280) RECTANGULAR OPENING. VERIFY SCE & LOCATION WITH MEI /I. DRAWINGS. SEE DETAIL 4/A500 FOR FLASHING DETAIL. • MECHANICAL ROOF :ENETRATIONS - PROVIDE MINIMUM OF 2 X 10 TREATED 4,0OD CURD ALL AROUND. PROVIDE CANT AND RETURN . .ROOFING UP AND UNDER MECHANICAL EQUIPMENT COUNTER FLASHING. SEE DETAIL 5/A500. PROVIDE NEW STEL ACCESS LADDER TO ROOF HATCH ABOVE, CONSTRUCTED FROM 2 1/2' X 3/8" FLATBAR AND 3/4" ROUND ;^FEEL RUNGS. FIELD VERIFY ROOF HEIGHT ABOVE MEZZANINE. SECURE LADDER TO MEZZANINE FLOOR BELOW AND VERTICAL, FACE OF ROOF CURB ABOVE. SEE DETAILS 5 /A5YQ & 7/A500. RECEIVED CITY OF TUKWILA DEC 1 5 1994 PERMIT CENTER SEPARATE PERMIT REQUIRED FOR: ❑ MECHANICAL ELECTRIC L UMBING GA S PIPING CITY OF TUKWILA BUILDING DIVISION HEFT LAST REVISION V SA No. 590008 ni n r iiJlG N0. 611Y OF TUKWILA APPROVED t EB 21 199 RtlILO CNI DIVISION M A H L L I P I 2505 Third Avenue Sulee 219 SN ORDFO Ft 'i Seanle.WA 98121 M c K I N L E Y 206 441 4151 GORDON 206 441 0478 SYMBOL A 1A10 DATE 10.27.94 OF COMP N0. SYM 2x25 KVA 112 1/2 KVA 480Y/277V HYDRANT r � T ? a z I 1 —G — W • • l B4 -1 JOHN'S FURNITURE T PLAN SCALE: 1" = 20' SCALE IS APPROXIMATE 2"C , 4 11/0, #6 BARE GROUND qq-0189 REVISION MUELLER -BRASS MOVE -IN J #590024 -3 BY FSi APPROVED DATE 0/21/94 SYM REVISION BY APPROVED DATE INDUSTRIAL CRATING & PACKING MUELLER BRASS 15470 NELSON PLACE S. TUKWILA, WA FUTURE PANEL B4 -2 Airatile/rArW FACILITIES DEPARTMENT ELT METER ON OUTSIDE OF WALL PANEL B4 SCALE: NONE C.T. CAN L, SHORT RUN BUSWAY GROUND WIRE PANEL B4 -1 ENCLOSED C.B. (TO PANEL 93) RISER VIEW OF EXISTING 240 VOLT SERVICE ENTRANCE APPROVED BY 2 11 /0, #2 NEU 3 #2, #4 NEU PANEL B4 10 PN/114l f SAcKF-Iu Mar 5s: ' LoI.thCorrfrolied+ S- nrvc -Fral FILL COwt..factecL v a rv►1nanon q5 PerceK 04oc1Eed fro-10)r me omorn Dry DO151-ty. 7r 1t t PAW! N6, ; rifiaci4E5S 1 ,o#1 6XIS11b1G 0 1 n51v(reli tofI1Pair'SPrrv tcL 5hc�-t C .IQp, i YLC,idea L n -ini S Scv� t U,XYL. ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DEPT. 2- 350MCM, 1 12, #3/0 NEU r DATE PANEL 84 -1 30 SCALE: NONE 120/240V 30 1- 1/4 "C, 2 #2, 1 #4 NEU LEGEND FIRE ALARM SYSTEM a FIRE ALARM CONTROL PANEL 2 #1 /0, #2 NEU 480Y/277V 2 C , 4 #1/0� PANEL B3 10 E NE —LINE DIAGRAM PANEL B4 -2 30 RECEPTACLES tic 4 -PLEX, 15A, 120V, 10, 2P, 3W, NEMA 5 -15R CONFIGURATION 20 gi p SYSTEM DESIGNATIONS DRAyIN BY FS! CHECKED CR. CHECKED APPROVED DUPLEX, 15A, 120V, 10, 2P, 3W, NEMA 5 -15R CONFIGURATION DUPLEX 20A, 120V, 10, 2P, 3W, NEMA 5 -20R SIMPLEX, 240V RECEPTACLE SIMPLEX, 50A, 125 /250V RANGE RECEPTACLE NEMA 10 -50R CONFIGURAT1T': PANEL /7,9,11 3/4 "C,31f� LV ABBREVIATIONS CB CLG DED EXIST. GND GRS HASH MARKS INDICATE THE QUANTITY OF CONDUCTORS ( #12 WIRE UNLESS OTHERWISE NOTED). IF UNMARKED INSTALL 2 1112 AWG COPPER THHN -THWN IN 1/2' CONDUIT. PHASE CONDUCTORS NEUTRAL CONDUCTOR GROUND PANEL HOME -RUN PANEL /CIRCUIT CONDUIT /CONDUCTORS CONDUIT RUN EXPOSED OR CONCEALED IN WALLS AND CEILING. ALL CONDUITS 1/2" UNLESS OTHERWISE REQUIRED OR NOTED. CONDUIT UNDERGROUND NATURAL GAS LINE, UNDERGROUND WATER LINE, UNDERGROUND FLEXIBLE CONDUIT, 1/2" MINIMUM WITH NUMBER OF CONDUCTORS REQUIRED LOW VOLTAGE WIRING CIRCUIT BREAKER CEILING DEDICATED CIRCUIT EXISTING GROUND GALVANIZED RIGID STEEL CONDUIT TITLE HID NEU PNL 021 /9LSUBTITLE ONE -LINE DIAGRAM & SITE PLAN BUILDING 25 -70 GENERAL NOTES: 1 OBTAIN PERMISSION FROM INDUSTRIAL CRATING & PACKING TO INTERRUPT TRAFFIC FLOW. 2. PUGET POWER WILL MAKE THE CONNECTION AT THE TRANSFORMER, COORDINATE WITH PUGET POWER. 3 BEFORE TRENCHING, - ,CALL UTILITIES UNDERGROUND LOCATION CENTER AT !1-800-424-5555. 4. FIELD VERIFY DISTAF ES & DIMENSIONS BEFORE BEGINNING CONSTRUCTION. CONSTRUCTION NOTES: PROVIDE 200 AMP 490/277 VOLT 7 -JAW SAFETY SOCKET BOX WITH SCREW -TYPE LOCKING RING AND NEMA 3R ENCLOSURE FOR PIIGET POWER METERING ON SOUTH WALL, JUST EAST OIL EXISTING SERVICE ENTRANCE. MOUNT IT SO THAT 'THE CENTER OF THE METER IS 6' ABOVE GROUND LEVEL, AND AT LEAST 10" HORIZONTALLY FROM THE GAS METER AND ASSOCIATED PIPING. PROVIDE 200 AMP NONFUSED SAFETY SWITCH IN NEMA 3R ENCLOSURE AHEVD OF THE METER SOCKET. PROVIDE CONDUIT & WIRE FROM METER SOCKET TO EXIST- ING PUGET POWER 480Y/277V TRANSFORMER SHOWN, USE SCHEDULE 40 :DR SCHEDULE 80 PVC CONDUIT, (SCHEDULE 80 CONDUIT UNDER THE STREET), BURIED 24 . . MINIMUM. PROVIDE'THWN WIRE. SCE SAY /h[G /FSACkF /�A�OTC 3. BOND AND GROUND:THE METER SOCKET, ENCLOSURE AND CONDUIT IN ACCORDANCE WITH N.E.C. ARTICLES 230 & 250. ®PROVIDE 2" CONDU FROM METER SOCKET TO FUTURE LOCATION OF 225 AMPERE 480 VOLT 3 -POLE 4 -WIRE PANELBOARD. •. EQUIPMENT /pEVICES $ TOGGLE..iWITCH $3 TOGGLE ;SWITCH, 3 -WAY 30 EP DISCONNECT SWITCH, NON- FUSED, CURRENT RATING `AS INDICATED 30/5 a DISCONNECT SWITCH, FUSED, RATING (AND FUSE $IFE AS INDICATED) © CONTAC',tOR IN ENCLOSURE ® MOTOR ' I.' COMBINATION MOTOR STARTER MOTOR, AS NOTED ('EXF' INDICATES EXHAUXE. FAN) m JUNCTIQ14 BOX FIELD SIZED, OR AS NOTED THERMOSTAT WATER NEATER ® WATT -IIcUR METER ® GAS UTTER 12 EQUIPMENT, SEE SCHEDULE ON SHEET E500 TC TIME CLUCK, 7 -DAY LIGHTING 2x4 FLUORESCENT FIXTURE, SURFACE MOUNT ® 4' FLUORESCENT FIXTURE, 2 LAMP, SURFACE MOUNT FLUORESCENT FIXTURE, 2 -LAMP STRIP INCANDT /CENT FIXTURE 1-0 FLOODLIGHT, WALL MOUNT DISTRIBUTION = PANELQI)ARD, 480V 0 PANELOARD, 240V OR 120/240V HIGH INTENSITY DISCHARGE NEUTRAL CONDUCTOR PANEL O F TDIT CITY R OF TUMNILA " DEC 1 5 1994 FS LAST REVISION GM Of F , APPRO FEB 21 SHEET E -4 ros No• 590024 -003 nJ lv�• PERMIT CENTER gull romp SIGN FACILITY SUPPORT, Inc. Design /Monagement Services SYMBOL DATE OF COMP N0. 0) I' SCALE: 1/8" = - 3 80 S2 NEW HOUSEKEEPING PAD 3'- -6 "x4' -6 ", SEE MECH DRAWINGS FOR LOCATION. CHAMFER EXPOSED EDGES 3 /4" EXIST FLOOR SLAB ON GRADE SCALE 1 1/2" = 1' -0" 5� x 22h (E) o 0 DATE SYM 1 HINGE CONN (E) I PARTIAL ROOF FRAMING PLAN (E) = EXISTING STRUCTURE DETAIL- HOUSEKEEPING PAD 53 x 22 h (E) 51i x 223 (E) 0 0 0 N I t o 5)( x 22� 6(E) 5� x 221 (E) 5" TILT -UP CONC WALL, TY (E) 16 "x16" PILASTER, TYP (E) 78 , (6 x 52" KWIK -BOLTS @ 12" O.C. MAX @ PERIMETER #3 12" EA WAY, CENTER IN SLAB CLEAN SURFACE OF EXIST CONCRETE AND APPLY BONDING AGENT PRIOR TO POURING NEW CONC PAD p O REl1S10N 5)(i x 22)i (E) 5 x 22)i (E) . x 22}4 (E) 1 HINGE CONN (E) 5% x 22(' (E) BY PP FACIA DATE G 18" DUCT PENETRATION, CENTER BETWEEN EXIST JOISTS, PROVIDE 2x6 MIN HEADER EA. SIDE W /SIMPSON U26 HANGERS EA. END. 2x4 PLATES, ATTACH TO UNDERSIDE OF EXIST ROOF JOISTS FOR SUSPENDING 250# FURNACE, TYP V ice PROVIDE NEW SIMPSON U210 -2 HANGERS EA END OF DOUBLE JOISTS ADD NEW 2x12 JOIST ADJACENT TO EXISTING, FACE NAIL W /10d 16" O.C. NEW 2x12 HEADER W /U2I0 HANGER EA END EXIST 2x12 JOIST, SUPPORT NEW HEADER W /SIMPSON U210 HANGER. NEW 2x12 W /U210 HANGER EA. END. NEW ROOF HATCH, 2'- 6 "x4' -6 ", SEE ARCH 80 S2 NO SCALE FACILITIES DEPARTMENT ( c v EXIST ROUF JOIST & SHEATHING, SHOWN HATCHED THREADED HANGER ROD, SEE MECHANICAL DRAWING. PROVIDE WASHER & DOUBLE NUTS ABOVE & BELOW DOUBLE 2x4 801S2 80 CORE -DRILL HOLE FOR NEW 11 "0 DUCT OPENING SEE MECH DRAWINGS. SAW -CUT HOLE FOR NEW 15 "x24" DUCT OPENING, SEE MECH DRAWINGS. DO NOT OVERCUT AT CORNERS. CORE DRILL CORNERS AND CHIP TO OPENING DIMENSIONS. 1 \ DETAIL S2 SCALE 1 1/2" = 1' -0" EXIST 5" THICK _ CONCRETE WALL I SCALE 3/4" = 1' -0" SEE MECH DRAWINGS FOR REQUIRED OPENING DIMENSIONS AND LOCATIONS. 4 \ DETAIL -NEW MECH OPENINGS IN EXIST WALL - FURNACE HANGER SUPPORT 10' -0" 8" WIDE, MIN., x 18" DEEP THICKENED SLAB EDGE W/2 - #5 BOTTOM, TYP 6" SLAB 114 u 12" EA. WAY, CENTER IN SLAB, BEND ENDS DOWN 10 ", TYP P WO ANCHOR BOLTS, TYP 16 PLACES, EMBED 4" VERIFY W/ MECH EQUIP. CONTRACTOR'S OPTION: 4" EXPANSION ANCHORS MAY BE USED IN LIEU OF CAST -IN -PLACE %4 "¢ ANCHOR BOLTS. VERIFY LOCATIONS AND SPACING WITH MECHANICAL EQUIPMENT. PLAN HOUSE KEEPING PAD 2 FOR DUST COLLECTOR ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE SIMPSON U410 HANGERS, ATTACH TO EXIST JOIST W /2 -10d JOIST HANGER NAILS AT TOP, EA SIDE 2 -2x4 (FLAT), NAIL TOGETHER W/4 -10d NAILS. EXTEND BOTTOM 2x4 UNDER EXIST JOISTS. — - + 4- 7/ " 801S2 5 \ DETAIL 80 S2 b SCALE 3/4" = 1' -0" V56/94 - BOEING BLDG. 25 -70 (#44Q06.30) ACI THE FOLLOWING NOTES APPLY UNLESS INDICATED OTHERWISE, UNIF O RM BUILDING CODE, 1991 EDITION (U.B.C.). AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENT A FOR REINFORCED CONCRETE," 318 -89 1 • LOADS ROOF LL 25 PSF SEISMIC ZONE Ili GENERAL REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR PJI'ENINGS, REQUIREMENTS AND DIMENSIONS. LOCATION AND SIZE OF ANCHOR BOLTS FOR4QUIPMENT AS SPECIFIED ON VENDOR'S DRAWINGS. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. ... EXISTING_CONDITIONS VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE 8 FARTING WORK. REPORT ALL DISCREPANCIES FROM THE DRAWINGS. C_OACHEIE REINFORCEMENT . GENERAL DEFORMED BARS ASTM A615, GRADE 60 MIN LAP 40 BAR DIA REINFORCEMENT TO BE WELDED ASTM A706, GRADE 60 WELDING PERMITTED ONLY UPON APPROVAL BY THE ARCHITECT, SU411F LOCATION AND PROPOSED WELDING PROCEDURES FOR APPROVAL. I ONE BAR DIAMETER MINIMUM AND AS FOLLOW (INCHES): FOOTINGS 3" FORMED SURFACES EXPOSED TO WEATHER OR GROUND . .. 2 SLABS ON GRADE, TOP - 1 BOTTOM - 1 -1/2 CONCRETE MINIMUM ULTIMATE 28 -DAY COMPRESSIVE STRENGTH (F'cl SHALL BE 2500 PSI, MINIMUM 5 SACKS CEMENT PER CUBIC YARD. AN APPROVED WATER REDUIIC {G ADMIXTURE SHALL BE USED IN ALL CONCRETE EXCEPT FOOTINGS. USE AN APPROVED AIR ANTRAINING ADMIXTURE IN ALL CONCRETE ;STRUCTURAL & NON - STRUCTURALI WHERE EXPOS TO WEATHER. ROUGH CARPENTRY LUMBER ALL LUMBER SHALL BE KILN DRIED. ALL STUDS, JOISTS AND RAT- I ERS SHALL BE NO. 2 DOUGLAS FIR. W.W.P.A. GRADING RULES. ALL NAILS COMMON. MINIM11(T'I NAILING AS PER SCHEDULE TABLE 25.0 OF U.B.C. CUT WASHERS UNDER ALL NUTS AND NV/LAG SCREW HEADS. ) ')nr) 9L1 Di g9 ZIT BY ATS D K D ENGR. CHECKED APPROVED SUBTITLE STRUCTURAL PLANS, NOTES AND DETAILS TITLE BUILDING 25 -70 UTV OFTUKWILA APPROVE FEB 21 W3 BUILDING DIVISION RECEIVED clry of TuKwILA DEC 151994 PERMIT CENTER .ST REVISION SHE,j S280 JOB , ,. 590008 SYMBOL DATE DE COMP NO A I I I AI_ _'_; _ 18R 120E 20L 1 . 1 18R 120L ANEL B _ —PANEL 84 rnqq--Dig9 PLAN VIEW SCALE: 1/5=1—O' PORTIONS OF THIS DRAWING ARE NOT AS— BUILT. REVISION MUELLER - BRASS MOVE - IN J #590024 - 3 SYM BY FSi APPROVED DATE 10/21/94 REVISION BY APPROVED DATE ® ®. ®Aola' FACILITIES DEPARTMENT 12 110 ilk: _•- ._- •__•- _._=._ • •-- •-- •- - •== • = =. -_ •- _•- _•- _•_ -•= : = •== •== •== o = =• = —• • • - -• —_ •� 1 •� —• —_ •— _•__• - -•- 4I2 9 0 0 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATYJN IS APPROVED APPROVED BY DEPT. DATE DRAWN BY FSi CHECKED GR. CHECKED 2L— F96T12 SLIMLINE STRIP, TYPICAL 1'6,21 /94 SUBTITLE TITLE GENERAL NOTES 1) ALL CONDUIT TO BE 1/2" E.M.T. UNLESS OTHERWISE NOTED 2) ALL WIRE TO BE THWN UNLESS OTHERWISE NOTED 3) THE FOLLOWING COLOR CODING OF:CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. • 1 /208v 277/480V "A" PHASE (LEFT BUS IN PANEL) BLACK BROWN "B" PHASE (CENTER BUS IN PANEL.) RED ORANGE "C" PHASE (RIGHT BUS IN PANEL) • BLUE YELLOW NEUTRAL WHITE GREY EQUIPMENT GROUND GREEN 4) ALL NEUTRAL WIRES TO SYSTEM FU4NITURE POWER POLES SHALL BE A MINIMUM OF #10 COPPER IN SIZE,I: 5) LARGE SIZE CONDUCTORS WHICH CO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY ANPROPIATELY COLORED TAPE. 6) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE, INCLUDING PLUG —IN CIRCUIT BREAKERS ON BUSWAYS. • 7) FEEDERS TO PANELS AND BUSWAYS: SHOWN ON SHEETS E2 AND E3. 8) DYMO LABEL ALL RECEPTACLES, J=;UOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 9) INSTALL REVISED PANEL SCHEDULE$ UPON COMPLETION OF JOB. CONSTRUCTION NOTES AT SEVEN LOCATIONS, CHECK OU14IDE LIGHTING FIXTURE TO VERIFY PROPER LAMP IS INSTALLED (FORMER OWNER STATES THAT THE LAMPS CYCLE ON AND OFF). IN SEVEN ROWS OF WAREHOUSE LIGHTING FIXTURES, RELAMP APPROXIMATELY 2/3 OF THE FIXTURES; LEAVE THE REST WITHOUT LAMPS. DISCONNECT THE BALLASTS IN THE UNUSED FIXTURES. ASSUAI '7 uAA+ Fix- IVreS;-fv( 9R" h 0' , `Irk 1' LIGHTING PLAN BUILDING 25 -70 RECEIVED CITY OF TUKWILA DEC 1 5 1994 PERMIT CENTER FACILITY SUPPORT, inc. Design /Management Services LAST REVISION SYMBOL SHEET 1E10 JOB Na 590024 -003 DATE COMP N0. (FSIJ GAS FIRED DUCT HEATER WITH ELECTRONIC CONTROLS 83/1,3,, CRANE PICKUPS 83/6,8 T+' LTG B 10 17.19 83/9,1 9 17L i 17L 10 - 50 - v - UNIT HEATER 2 250V 50A 120V FAN 83/18 20 FIRE ALARM CONTROL PANEL ' ANEL PANEL 17R :4 -1 04 17R 1; ",��.� 1 5 — r.� rig: Llt�I:_!ll'&1 20(DED) B4- 1/8,10,12 UNIT HEATER V 120V FAN 12 DED 10 PLAN VIEW B3/13,15 UNIT HEATER 120V FAN 13(DED) UNIT HEATER 120V FAN SPARK DETECTOR CONTROL PANEL DUST COLLECTOR CONTROL PANEL ABORT DAMPERS B4 - 1J 0, 12 RETURN AIR FILTER BANK DUST COLLECTOR NEMA L15 -30 CONFIGURATION 250V 30 DOOR OPENER 120 DOOR OPENER 120V SYM A REVISION MUELLER -BRASS MOVE -IN J #590024 -3 BY FSi APPROVED DATE 10/21/94 SYM REVISION BY APPROVED DATE SCALE: 1/8"=1 PORTIONS OF THIS DRAWING ARE NOT AS - BUILT ArseZEZAW FACILITIES DEPARTMENT ACCEPTABILITY . THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN BY FS! CHECKED - ENLH. CHECKED APPROVED 10/21 /94 SUBTITLE TITLE 120/240 VOLT POWER PLAN BUILDING 25 -70 GENERAL NOTES 1) ALL CONDUIT TO BEi /2 E.M.T. UNLESS OTHERWISE NOTED 2) Al! WIRE TO BE THWN UNLESS OTHERWISE NOTED 3) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED - ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 777 TROY : `A PHASE (LEFT BAD IN PANEL) BLACK BROWN _ 'B' PHASE (CENTE6; -BUS IN PANEL) RED ORANGE 'C PHASE (RIGHT..0US IN PANEL) BLUE YELLOW NEUTRAL WHITE GREY EQUIPMENT GROUND'. GREEN 4) ALL NEUTRAL WIRES`S° SYSTEM FURNITURE POWER POLES SHALL BE A MINIMUM OF }`1O I4PPER IN SIZE. 5) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPIATELY COLORED TAPE. 6) ALL UNUSED CONDON ANTS WIRE TO BE REMOVED BACK TO SOURCE, INCLUDING PLUG— IiE.CIRCUIT BREAKERS ON BUSWAYS. 7) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3. 81 DYMO LABEL ALL RECEPTACLES, J— BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATLQN. 9) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. CONSTRUCTIPN NOTES REMOVE THREE CEILING MOUNTED SIMPLEX RECEPTACLES`:AND ASSOCIATED SWITCHES, BACK TO SOURCE.T REMOVE 3- ITIIASE RECEPTACLE AT EAST WALL. REMOVE ONE,;RANGE RECEPTACLE IN KITCHEN, BACK TO SOURCE. AT PANEL REPLACE SPARE 2 -POLE CIRCUIT BREAKERS Al , POSITIONS 13,15 AND 18,20 WITH FOUR 1-POLE 20A CB'S. I AT PANEL B4 -1, REPLACE 3 -POLE CIRCUIT BREAKER AT 8,10,12 WITH THREE 1 -POLE 20A CB'S. INSTALL ONE 1- POL':20A CB IN SPACE AT POSITION 9. PROVIDE 7 -DAY TIME CLOCK; CONNECT IT TO SPARE - CIRCUIT B44/9 AND CONNECT IT TO THE DUCT HEATER CONTROL PANEL, SO THAT IT CONTROLS BOTH FAN AND HEAT. A THERMOSTAT (BY OTHERS) WILL MODULATE THE HEAT. REMOVE ONE`DUPLEX RECEPTACLE UNDER PANEL B4. USE Tf IiS CIRCUIT TO PROVIDE DEDICATED POWER TO IfiE SPARK DETECTOR CONTROL PANEL PROVIDE FIELD WIRING TO ABORT DAMPER AND RETURN AIRlFILTER BANK, INCLUDING A SAFETY SWITCH IN NEMA 3R ENCLOSURE. USING SPARE' CIRCUITS B3/13 AND 15, PROVIDE DEDICATED DUPLEX RECEPTACLES FOR THE THREADING MACHINE AND MITER SAW. PROVIDE INDICATOR LlHT BESIDE THE MITER SAW RECEPTACLE, AND PROVIDEiA 1 -POLE CONTACTOR TO CONTROL - IT. SEE DUST COLLECTOR CONTROL DIAGRAM ON SHEET E500. D PROVIDE DEDICATED 20 AMP DUPLEX RECEPTACLES AT FIVE LOCATIONS, FOR ELECTRONIC BENCHES. USE SPARE CIRCUITS SHOWN. ) ,.. :0• Ise I , D PROVIDE FLUSH- MOUNTED DUPLEX RECEPTACLE IN OFFICE AIf EA; USE EXISTING RECEPTACLE CIRCUIT INDICATED. :? PROVIDE DUPLEX RECEPTACLE IN OUTDOOR ENCLOSURE NEAR DUST TALLECTOR. USE EXISTING RECEPTACLE CIRCUIT. RECEIVED CITY OF TUKWILA DEC 15 1994 PERMIT CENTER (FSi) JOB NO. FACILITY SUPPORT, inc. Design /Management Services UST REVISION SHEET 1E60 590024 -003 SYMBOL DATE OF COMP N0. REVISION yy qo I 9 SYM MUELLER —BRASS MOVE —IN J #590024 -3 FSi Ht' APPROVED DATE 10/21/94 REVISION BY APPROVED DATE PLAN VIEW SCALE: 1 /8" =1 AidEsEZA, FACILITIES DEPARTMENT ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN BY FSi CHECKED ENGR. HEED APPROVED 10/21/94 SUBDTLE TITLE 277/480 VOLT POWER PLAN BUILDING 25 -70 GENERAL NOTES 1) ALL CONDUIT TO BE 1/2' EM.T. UNLESS OOIERWISE NOTED. 2) ALL WIRE TO BE THWN UNLESS OTHERWISE NOTED. 3) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. rnl A r _. A nAir ArDCC DADV 120/208V 227/480V ' A' PHASE (LEFT BUS IN PANEL) 91?.CK BROWN ' 8' PHASE (CENTER BUS IN PANEL) NED ORANGE ' C' PHASE (RIGHT BUS IN PANEL) TOE YELLOW NEUTRAL StHITE GREY EQUIPMENT GROUND GREEN 4) ALL NEUTRAL WIRES TO SYSTEM FURNITUR‘ r POWER POLES SHALL BE A MINIMUM OF #10 COPPER IN SIZE 5) LARGE SIZE CONDUCTORS WHICH DO NOT NAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROI'_111ATELY COLORED TAPE 6) ALL UNUSED CONDUIT AND WIRE TO BE DROVED BACK TO SOURCE, INCLUDING PLUG —IN CIRCUIT BREAKERS ON BUSWAYS. 7) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3. 8) DYMO LABEL ALL RECEPTACLES, J— BOXES, SWITCHES, ETC., WITH CIRCUIT IOENOFICATION. .. . 9) INSTALL REVISED PANEL SCHEDULES UPOt,4: COMPLETION OF JOB. CONSTRUCTION NOTES PROVIDE 225 AMPERE, 480Y/177V 42 CIRCUIT PANELBOARD, AS DESCRIBED IN SPECIFICATIONS. PROVIDE CIRCUIT BREAKERS AS INDICATED IN SCHEDULE. CONNECT TO NEW 480 VOLT SERVICE AS SHOWN ON SHEET E4. 2: WHEN BELT SANDER AND SPINDLE SANDER ARE MOVED TO THIS BUILDING, MO NT THE EXISTING COMBINATION STARTERS ON Tl1E WALL. PROVIDE NORMALLY OPEN AUXILIARY CONTACT IN EACH, TO ALLOW INTERLOCKING WITH DOT COLLECTOR. PROVIDE 480 VOLT POWER AS` SHOWN. PROVIDE RED MUSHROOM HEAD "STOP " - PUSHBUTTON TO REPLACE EXISTING. WHEN THE DISC SANDER IS MOVED TO THIS BUILDING, PROVIDE A FUSED SAFETY SWITCH AT THE WALL; FUSE IT AT 5 AMPS, DUAL ELEMENT. PROVIDE A NORMALLY OPEN AUXILIARY CONTACT IN EXISTING STARTER, FOR DUST COLLECTOR INTERLOCK. PROVIDE 480 VOLT POWER AS SHOWNT PROVIDE RED MUSH— ROOM HEAD "STOP' PUSHBUTTON TO REPLACE EXISTING. 4' WHEN THE JOINTER IS MOVED TO THIS BUILDING, PROVIDE A SIZE 1 COMBINATI {ON MAGNETIC STARTER, WITH AUXILIARY CONTACT FOR'."INTERLOCKING WITH DUST COLLECTOR. CONNECT.THE STARTER TO THE EXISTING PUSHBUTTON STATION. PROVIDE 480 VOLT POWER AS SHOWN. PROVIDE RED MUSHROOM HEAD "STOP" PUSHBUTTON TO REPLACE EXISTING. PROVIDE NONFUSED SAFETY OWITCH FOR NEW AIR COMPRESSOR. PROVIDE 48R VOLT POWER AS SHOWN. PROVIDE 480 VOLT POWER 10 DUST COLLECTOR CONTROL PANEL, INCLUDING `A SAFETY SWITCH. PROVIDE SAFETY SWITCHES IF NEMA 3R ENCLOSURES NEAR FAN AND SHAKER MOTORS. PROVIDE FIELD WIRING AS REQUIRED, IN ACC't,)RDANCE WITH MAN — UFACTURER'S INSTRUCTIONSZ :•- I> PROVIDE CONNECTIONS BETWCEN THE DUST COLLECTOR CONTROL PANEL AND THE AUXILIARY CONTACTS ON THE MACHINES; SEE CONTROL DIAGRAM ON DRAWING E500. ASSIST THE MECHANICAL COIRACTOR IN GROUNDING THE DUST COLLECTOR DUCTWORK, AND IN VERIFY— ING THE CONDUCTIVITY OF THE DUCTWORK. RECEIVED CR'Y OF TUKWILA DEC 15 1994 PERMIT CENTER (FSi) FACILITY SUPPORT, inc. DeST(1n /Managernent Services ... SYMBOL DATE LAST RE?ASION SHEET 1110 590024 -003 OF COMP N0. EQUIPMENT SCHEDULE SYMBOL DESCRIPTION BEHC NO. HP VOLTS AMPS PHASE DUST COLLECTION CKT WIRE NOTES 0 TABLE SAW — 3 460 4.8 3 YES - -- - -- (FUTURE) 0 BELT SANDER (DELTA) — 1 -1/2 460 2.3 3 YES B4- 2/2,4,6 #12 0 DRILL PRESS — 1 460 3.6 3 NO - -- - -- (FUTURE) 0 METAL BAND SAW — 2 460 6 3 NO - -- - -- (FUTURE) 0 DRILL PRESS — 1 460 3.6 3 NO - -- - -- (FUTURE) 0 DISC SANDER (MAX) 31 -70341 2 460 2.9 3 YES 84- 2/2,4,6 #12 0 VERTICAL BANDSAW — 1 460 4.6 3 YES - -- - -- (FUTURE) 80 JOINTER (DELTA) 31- 048586 1 -1/2 460 2.7 3 YES B4- 2/2,4,6 #12 90 DUST COLLECTOR — 1 460 1.5 3 24- 2/8,10,12 #12 10 SPINDLE SANDER (MAX) 31- 051612 1 460 1.7 3 YES 84- 2/2,4,6 #12 1 t THREADING MACHINE (RIDGID) — 3/4 115 15 1 NO - -- - -- 15A PLUG AND CORD 12 MITER SAW (DELTA) — 3/4 115 13 1 YES - -- - -- 15A PLUG AND CORD 7 1 PLANER (ROCKWELL) — 3 460 4.8 3 YES - -- - -- (FUTURE) 14 AIR COMPRESSOR — 7 -1/2 460 11 3 NO B4- 2/1,3,5 #10 480 V, 60A, 3 PHASE PANEL B4 -2 I I CIRCUIT 7,9,11 ___J L # #12 r �ro L1 FRS —R -40 L2 DUAL ELEMENT Ern � L3 R--n H STOP Li FRS —R -1 1/8 L2 � DUAL ELEMENT t L3 OFF T AUTO L 0 X1 SPARK DETECTOR SPARK DETECTOR SPARK DETECTOR AUTO SEE GENERAL NOTES, THIS SHEET HAND • OFF END OF UNE RESISTOR J — — 480V J H1�H X X2 CR4 0 120 V SPARK DETECTOR CONTROL PANEL 3 AUTO SHAKER CONTROLLER Ll L4 —0 4 � C F _ �C�R3 OFF —DELAY 0 -5 MINUTES X2 4 5 6 0- 14 AUXILIARY CONTACTS ON 480V MACHINES TO FIRE ALARM CONTROL PANEL -J 480V MACHINES X3 N L PE O.L OL 0L OL L 1 —POLE CONTACTOR 30 AMP CONTACTS OL OL OL N 1 I I 1 RETURN AIR FILTER BANK I a q ABORT DAMPERS T SIMPLIFIED DUST COLLECTOR CONTROL DIAGRAM FAN STARTER SHAKER STARTER FAN TIMER RELAY LATCH RELAY FOR 120V MACHINES RELAY FOR ROTARY VALVE MOTOR 1/3 H.P. FLA = 0.6 FAN MOTOR 15 H.P. FLA = 21 H FROM PANEL B3 CKT. 15 MITER SAW 120 VAC (DED. CKT.) PANEL B4 CIRCUIT 17R rh qii- a $q SYM REVISION MUELLER —BRASS MOVE —IN J #590024 -3 APPROVED FSI BY DATE 10/21/94 REVISION ST APPROVED DATE ASPACZEZAV FACILITIES DEPARTMENT DRAWN EY FSi C HECKED E NCR. C HECKED APPRO ED T21/94 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. TE SUBTITLE TM..E SCHEDULES BUILDING 25 -70 GENERAL NOTES 1. DUST COLLECTOR CONTROL PANEL SHALL BE PROVIDED BY THE DUST COLLECTOR SUPPLIER. THE CONTROL DIAGRAM SHOWN HERE IS ONLY TO INDICATE THE FUNCTION TO BE PROVIDED. '_.SEE SHOP DRAWINGS AND MANUFACTURERS INSTRUCTIONS FOR DESIGN DETAILS AND INSTALLATION INFORMATION. • 2. ALL FIELD WIRING IS INCLUDED IN THIS CONTRACT. 3. SEE SHEETS 1E60 AND 1E110 FOR PLAN VIEWS. 4. VERIFY FUSE SIZES BASED UPON NAMEPLATE MOTOR DATA. RECENED CITY OF TUKWILA DEC 1 5 1994 PERMIT CENTER C 1 FACILITY SUPPORT, inc. S Fo Design /Management Services SYMBOL DATE SHEET E500 LAST Rt41SION NO. If 590024 -003 OF COMP N0. PRESSURE TEST FORM BUILDING NUMBER: GAS LINE IDENTIFICATION: SIZE OF PIPE 72 min. BLDG. LOCATION: GAS UNE FROM* (FEET) .3 PSI max. TEST NUMBER: GAS UNE TO: 3/4 OR 1 PERC T PASSING SHEET: _OF 10 25 in. REFERENCE DRAWING' 1 -1/4 OR LARGER 1 LINE CLASSIFICATION: [ ] CRITICAL [ ] NON- CRQICAL LINE LOCATION: [ ] ABOVEGROUND [ ] BELOWGROUND 2 3 m • % Passing U.S. No. 40 AS -BUILT MARK -UPS MUST BE PROVIDED OR TEST WILL NOT BE ACCEPTED. 30 min. TEST PARAMETERS Maximum Allowable Working Pressure: Test Pressure Required: Required Duration: Test Media to be Used: VERIFICATION OF TEST REQUIREMENTS Owner's Representative: Date: PRESSURE TEST Name of Firm Performing Test: Nome of Operator Performing Test: • Pressure Gage S /N: Calibration Date: Pressure Recorder S /N: Calibration Date: Temp. Recorder S /N: Calibration Date: Date /Time Test Started: Ended: Actual Test Pressure: Actual Test Duration' Test Medium: Test Medium Temperature: Ambient Temperature at Start: Finish: VERIFICATION OF TEST DATA Contractor Test En ineer: Date: Owner's Representative: Date: LINE DISPOSITION TEST RESULTS: [ ] PASSED - Give Ultrasonic Test Number (if required): [ ] FAILED - Give Flame Ionization Test Form Number. Action Required Based on Test Results: Owner's Representative: Date: OWNER: Date: STABILOMETER "a' VALUE SIZE OF PIPE 72 min. SWELL PRESSURE (FEET) .3 PSI max. SIEVE SIZE 3/4 OR 1 PERC T PASSING 1/4 SQUARE 10 25 in. U.S. NO. 200 1 -1/4 OR LARGER 10.0 ax. % Passing U.S. No. 200 DUST RATIO: 2 3 m • % Passing U.S. No. 40 SAND EQUIVALENT 30 min. PIPING SUPPORT TABLE SIZE OF PIPE MAX. SUPPORT SPACING (INCHES) (FEET) 1/2 6 3/4 OR 1 8 1 -1/4 OR LARGER 10 (HORIZONTAL) 1 -1/4 OR LARGER EVERY FLOOR LEVEL II .. V !! 8 OR 1 SIEVE E PERCENT PASSING 3/4" SQU E 100 3/8" SQUA 70 -100 U.S. No. 4 55 -100 U.S. No. 10 35 -95 U.S. No. 20 20 -80 U.S. No. 40 10 -55 U.S. No. 100 0 -10 U.S. No. 200 0 -3 SIEVE SIZE PERCENT PASSING 3/4 SQUARE 100 3/8" SQUARE 95 -100 U.S. No. 8 0 -10 S. No. 200 0 -3 S EQUIVALENT 35 min. PIPING - INTERIOR AND EXTERIOR LABELS: ASTM A53 GRADE A OR 8. A106 GRADE A OR B. SEAMLESS CARBON STEEL, STANDARD WEIGHT FITTINGS: 2 INCH & UNDER ASTM A105, ANSI B16.11, CLASS WELDED 3000, SOCKET WELDED 2 INCH & UNDER ASTM A57, ANSI 816.3, 150 LB, THREADED SCREWED MALLEABLE IRON 2 -1/2 INCH & OVER ASTM A234, ANSI 816.9, GRADE WPB STANDARD WEIGHT. BUTT WELDED PIPE: UNIONS: ABOVEGROUND GAS EQUIPMENT CONNECTIONS: FLEX CONNECTOR ELECTRICAL ISOLATION: 2 INCH , & UNDER ANSI 816.39, B2.1, WATTS SERIES DIELECTRIC UNION 3004 WITH GA GASKET FLANGES: GASKETS: BOLTING: VALVES: SCA 2 -1/2 INCH & OVER FLANGE INSULATION KIT ASTM A47 SCREWED MALLEABLE IRON, GROUND JOINT ANSI Z21.45, Z21.69 1/8 INCH THICK NEOPRENE -FACED PHENOLIC GASKET, POLYETHYLENE SLEEVES, AND PHENOUC & ZINC PLATED METAL WASHERS. ASTM A105, ANSI 816.5, 150 LBS, USE SUP -ON, RAISED FACE FLANGES. 1 /16 INCH THICK GARLOCK BLUE GARD STYLE 3000 BRANCHES: WELDOLET OR ASTM A105, ANSI 831.1 SOCKOLET 2 INCH & UNDER 2 -1/2 - 6 INCH 8 INCH & OVER REVISION A307, GRADE B CARBON STEEL SEMI -RN HEAVY USS HEX. MATERIAL LIST MILWAUKEE BUTTERBALL BUTTERFLY VALVE, THREADED, A.GA. AND ILL CERTIFIED - BB2 SERIES OR NEWER. NO SUBSTITUTION. ROCKWELL NORDSTROM STANDARD STEEL PLUG VALVE WITH HANDLE - ANSI 150 LB, FLANGED. USE ROCKWELL SEALANT #386. NO SUBSTITUTION. A.G.A. CERTIFIED AND U.L. USTED VALVES ARE NOT AVAILABLE. VALVE THAT IS TO BE USED MUST BE APPROVED BY CRY OF RENTON. SEE DESIGNERS CHECKUST FOR DETAILS. APPRO - . GATE ARROWS: rINKRtLII tr •'rIH��Y1I121:Lr��:113L1LLILALR E NIONS, FLANGES, GASKETS, FITTINGS S RECOMMENDED GS FOR PIPE ZES USED. NO BE USED FOR UNDERGROUND PIPING S H • '!ANTIC AUTOMATIC TEST IN RTS, AILABLE THRU HEATH p NSULTAN : W. SACREMENTO, CA 916) 371 -2 0 #18 COPPER WI, BE FUSION WELDED U NG DED PROCEDURES FOR NATURA GAS AS PIPING - LABORATORIES. TEST BENCH :INETS..ETC. REQUIRING TUBING ASTM A269, ANNEALED 316 STAINLESS STEEL, SEAMLESS, SELECT TUBE WALL THICKNESS PER SWAGELOK RECOMMENDATIONS SWAGELOK COMPRESSION FITTINGS, 316 STAINLESS STEEL. NO SUBSTITUTION 1/4 MI P1 (4' AD'S TRACER WIRE: TUBE: FITT1N PLASTIC STEEL FITTINGS: 2 INCH & TRANSRION (PLASTIC TO STEEL UNIONS, FLANGES, GASKETS, BRANCHES, BOLTING, VALVES: NOTE: ALL PLASTIC JOINTS MANUFACTURER'S RECOMM SERVICE. ABOVEGROUND PREPRINTED SAFETY YELLOW BACKGROUND LABELS WITH 1 INCH HIGH, GLOSS BLACK LETTERS STATING 'NATURAL GAS". PREPRINTED SAFETY YELLOW BACKGROUND BANDS WITH GLOSS BLACK ARROWS. DRISCOPIPE 8000, HIGH DENSITY POLYETHYLENE SDR 11 in USE ONLY FOR RISERS AND AS INDICATED ON CONSTRUCTION DRAWINGS. SPECIFICATIONS SHALL BE AS LISTED FOR ABOVEGROUND GAS PIPING. PIPE SHALL HAVE MACHINE APPLIED APPROVED COATING AND FIELD WRAPPING SHALL BE LIMITED Ti SHORT SECTIONS FOR FITTINGS AND WELDING. ER DRISCOPIPE 8000, MO SDR 11 OR HEAVIER irk I■ mo r "v Ali I/ II I�_ra►∎ Lf 7 1 'M. N 1g /I E 1W I �. - - -� - /_ I�t A REVISION USE MANUFACTUR TRANSISTION Fl MATERIALS AND APPROVED DATE 5 ' 5 8 ' 0.D. --. PLASTIC ATI - P` ASPHALT OR CONCRETE DIRT 1/4 -3 1 PEA GRA" L OR FINELY CR HED S 'NE #AS L PIPING (S" OR POLYETHYLENE) NO PAVEMENT 40" MAX ID &' SMALLER ID + 18" MAX ID & LARGER 1 f f 4 H�I T„ DETAIL NO SCALE � -3 -0" 1. DRILL A HOLE 1 -5/8" IN DI ER AND 5" DEEP DEPTH CAN BE GAUGE) BY PLACING THE UNIT IN THE HOLE. 2. A 1" HOLE SHALL BE DRIVEN IN TH CENTER OF THE 1 -5/8" HOLE EXTEND I TO APPROXIMATE DEPTH OF PIPE. A 1 •' 1- 1/8' ROCK DRILL IS RECOMMENDED. A SPACER OR COLLET TYPE FIXTURE IS HELPF IN CENTERING THE SMALLER DRILL IN THE 1- 5/8" HOLE. 3. THE 1' HOLE SHALL BE FILLED WITH 1/4 OR 3/8" MESH PEA GRAVEL OR CRUSHED STONE. 4. SEALING IF NECESSARY, SHALL BE A HOT OR COLD PATCH FOR ASPHALT FOR BLACKTOP. FOR CONCRETE OR SIMILAR MATERIALS A STRONG 'HIGH EA QUICKRLY' CEMENT OR A QUICK SETTING PRODUCT, SUCH AS 'GOLD BOND' IS SUITABLE. THESE SHALL ® ®E /$fir FACILITIES DEPARTMENT s - 1 -5/8" l -L 5 „ P ER AVEM STEEL ENT OR POLYETH MATCH EXISTING 4" I SAW J CUT BGRADE APPROVED TRANSITION FITTING POLYETHYLENE STEEL DETAIL NO SCALE PLASTIC ATI IN TALLATION INSTRUCTIONS sic ENE) AVEMENT r- PAVEMENT SPECIFIED BEDDING, •* 12" LIFT, COMPACTED TO 95% OF ITS MAXIMUM UNIT WEIGHT AS DETERMINED BY ASTM D1557 BE USED WITH JUST EN' GH WATER TO MOISTEN. THE MIX SHALL T BE SLOPPY. A MIX THAT WILL HOLD TOGETHER WHEN SQUEEZED IN THE HAND D CRUMBLE WHEN TAPPED IS ABOUT RIGHT. AN ADDITIVE CAN BE UTILIZED WITH E SEALERS TO PREVENT DAMAGE 'M FREEZING BEFORE SETTING, IF THE T PERATURE DEMANDS. SEALER SHALL BE P • ) ON OUTSIDE AREA (NOT TOP OR BOTT OF PLASTIC UNIT. A UGFIT COATING IS THAT IS NECESSARY. HOWEVER, ONLY SUCK FILM SHOULD BE PLACED ON TH TAPERED PORTION NEAR THE TOP. THERE S -IULO BE SLIGHT FRICTION IN PLACING THE , IT IN THE HOLE. 5. PLACE THE UNIT IN THE HOLE. IT IS NECESSARY 0 DRIVE THE UNIT IN PLACE WITH A r BBER HAMMER OR BLOCK OF WOOD. NEVER -.E METAL TO DRIVE IN THE UNIT. WHEN "OPERLY INSTALLED THE TOP OF THE UNIT BE FLUSH WITH SURROUNDING PAVE ,ENT. SPECIFIED BACKFILL COMPACTED TO 95% OF ITS MAXIMUM UNIT WT. AS DETERMINED BY ASTM D1557 UNDERGROUND PIPE TRENCH DETAIL rTh NS 30" MIN A BACKFILL W.D.O.T. STANDARD SPECIFICATION 9 -03.10 ❑ AUBURN , WA . 98002 ❑ BELLEVUE,WA,98007 ❑ EVERETT, WA. 98201 ❑ KENT, WA.98031 ❑ PORTLAND ,OR,97220 IN RENTON, WA. 98055 ❑ SEATTLE, WA,98124 ELECTRICAL ISOLATION #18 COPPER TRACER WIRE DIRT GAS PIPING T G''DE •A BEDDING (STEEL PIPE) W.D.O.T. STANDARD SPECIFICATION 9 -03.15 ALL PERCENTAGES ARE BY WEIGHT 0 * BEDDINL8 (POLYETHYLENE PIPE) W.D.O.T. ANDARD SPECIFICATION 9 -03.16 ALL PER A NTAGES ARE BY WEIGHT ALL PERCENTAGES ARE BY W1`IGHT ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED GENERAL NOTES 1. BOEING'S GAS PROGRAM REPRESENTATIVE (BGPR) IS: YR: FIRM: CONTACT: PHONE NO.' 2. THIS DRAWING ISSUED TO PROVIDE INFORMATION NOT GIVEN ON GAS PIPING ARRANGEMENT DRAWINGS ISSUED FOR CONSTRUCTION. IF A CONFLICT EXISTS BETWEEN THE ARRANGEMENT DRAWINGS AND THIS DRAWING, THIS DRAWING SHALL TAKE PRECEDENCE. 3. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION AND INSTALLATION. 4. ALL CHANGES MUST BE APPROVED PRIOR TO CONSTRUCTION BY BOEING PLANT ENGINEERING, MECHANICAL GROUP. NO EXCEPTIONS. 5. PROVIDE A COMPLETE AND OPERATIONAL SYSTEM. PROVIDE ALL COORDINATION REQUIRED TO PERFORM AND COMPLETE ALL WORK. 6. FOR CONSTRUCTION PROJECTS THAT REQUIRE A NEW GAS SERVICE, COORDINATE WITH WNG WHO SHALL SUPPLY THE GAS MAIN, PIPING FROM MAIN TO METER, AND METER. 7. FOR MODIFICATIONS TO AN EXISTING GAS PIPING SYSTEM HAVING A WNG OWNED METER, NOTIFY WNG OF THE WORK TO BE PERFORMED BEFORE BEGINNING. 8. COORDINATE GAS SHUT -OFF WITH BOEING. PLACE ALL OFF -LINE EQUIPMENT BACK INTO FULL OPERATION AFTER CONSTRUCTION IS COMPLETED. 9. INDICATE THE AS -BUILT CONDITION OF THE FINISHED GAS PIPING SYSTEM BY MARKING -UP THE ORIGINAL CONSTRUCTION DRAWINGS. 10. PROVIDE THE ORIGINAL CONSTRUCTION DRAWINGS WITH MARK -UPS TO BGPR AT THE TIME OF THE PRESSURE TEST. THE TEST WILL NOT BE ACCEPTED WITHOUT THE MARK -UPS. MARK -UPS ARE SUBJECT TO APPROVAL. 11. FOR NEW GAS PIPING SYSTEMS REQUIRING A WNG OWNED METER, CONTACT WNG TO INSTALL THE METER AND SET THE OPERATING PRESSURE. WNG WILL NOT INSTALL THE METER UNTIL THE GAS PIPING HAS BEEN INSPECTED AND APPROVED BY 1) THE BUILDING INSPECTOR HAVING JURISDICTION AND 2) A WNG INSPECTOR. ALSO OBTAIN, AT THE TIME THE METER IS INSTALLED, COPIES OF WNG AS -BUILT DOCUMENTS OF ANY PIPING INSTALLED BY THEM. PROVIDE THESE DOCUMENTS TO BGPR. • 12. PROVIDE TEMPORARY HEATING TO MAINTAIN TEMPERATURES FOR AFFECTED AREAS. MAINTAIN THE FOLLOWING TEMPERATURES: OFFICES - 75'F, WAREHOUSES - 65'F. PRESSURE TESTING NOTES 1. PRESSURE TESTING SHALL BE WITNESSED BY REPRESENTATIVES OF BUILDING AUTHORITY HAVING JURISDICTION AND BGPR. THE PRESSURE GAUGE SHALL HAVE AS A MINIMUM: 6' DIAMETER DIAL ANSI GRADE A - 1% ACCURACY, AND A GRADUATE SCALE OF 0 -120 PSI, NOT TO EXCEED 0 -160 PSI. 2. ALL GAS PIPING SHALL BE PRESSURE TESTED 'BEFORE ANY FIXTURES, APPLIANCES, EQ UIPMENT SHUT -OFF VALVES, OH METERS CAN BE CONNECTED. THE TEST APPARATUS SHALL INCLUDE A PRESSURE RELIEF VALVE SET TO 110 PSI TO PREVENT THE GAS PIPING FROM BEING OVER PRESSURIZED. 3. NITROGEN, AIR, OR CARBON DIOXIDE SHALL BL USED TO PRESSURIZE THE GAS PIPING TO A MINIMUM PRESSURE OF 100 PSI FOR A PERIOD OF AT LEAST 30 MINUTES OR TO A PRESSURE AND FOR A PERIOD OF TIME AT THE DISCRETION OF THE BUILDING AUTHORITY HAVING JURISDICTION. 4. PURGE ALL NATURAL GAS FROM THE PIPING SYSTEM TO A SAFE EXTERIOR LOCATION USING NITROGEN, AIR, OR CARBON DIOXIDE BEFORE DISASSEMBLING FOR REPAIRS. 5. ANY REDUCTION OF GAS PRESSURE AS INDICATED BY THE TESTING GAUGES SHALL BE CONSIDERED TO INDICATE A GAS LEAK. LOCATE ALL LEAKS BY TESTING WITH A SOAP SOLUTION AND CONDUCT REPAIRS. 6. AFTER ALL LEAKS HAVE BEEN LOCATED AND REPAIRED, THE PIPING SHALL BE RE- TESTED BY PRESSURE TESTING, AS NOTED ABOVE, TO VERIFY THAT NO FURTHER LEAKS EXIST. 7. AFTER A SUCCESSFUL PRESSURE TEST AND, AFTER ALL FIXTURES, APPLIANCES, EQUIPMENT SHUT -OFF VALVES, AND METERS HAVE BEEN CONNECTED, ALL NEW CONNECTIONS AND POINTS OF CONNECTION TO EXISTING GAS PIPING SHALL BE TESTED WITH A SOAP SOLUTION UNDER OPERATING CONDITIONS. LEAKS SHALL BE REPAIRED AND RE- TESTED UNTIL NO LEAKS ARE PRESENT. 8. WITH BGPR, COMPLETE THE PRESSURE TEST FORM, FOLLOWING AN ACCEPTABLE PRESSURE TEST. PAINTING AND LABELING NOTES 1. ALL ABOVEGROUND EXTERIOR PIPING SHALL AE GWEN TWO (2) COATS OF INDUSTRIAL EXTERIOR PAINT, ONE PRIMER COAT AND ONE COLOR COAT. THE COLOR SHALL MATCH EXISTING BUILDING WALL, IF PIPING IS MOUNTED TO WALL, OR SUPPLY PIPING COLOR. 2. ALL NON- BURIED GAS PIPING SHALL BE MARKED WITH LABELS AND ARROWS PLACED SO AS TO BE READABLE FROM THE FLOOR. THE PLACEMENT SHALL BE EVERY 25 FEET MAXIMUM ALONG PIPING, AT ALL CHANGES IN DIRECTION OF PIPE, IMMEDIATELY ADJACENT TO ALL VALVES AND AT POINTS WHERE PIPING EMERGES FROM WALL S FLOORS. . q?D /3 rrs 3. THE PIPING SURFACE, PRIOR TO PAINTING OR LABELING, SHALL c RENDERED FREE OF DUST, DIRT, MOISTURE, OIL, RUST, AND OT p' p FOREIGN SUBSTANCES. W B BY DATE 8 -25 -94 SIIOTITLE 1. ALL GAS PIPING SHALL BE INSTALLED ACCORDING TO CHAPTER 12, "FUEL GAS PIPING OF THE UNIFORM PLUMING CODE (UPC) AND SECTION 54, 'NATIONAL FUEL GAS CODE, .QF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA). ALL REFERENCES TO THE UPC REFER TO THE 1991 EDITION. ALL REFERENCES TO THE NFPA REFER TO THE 1992 EDITION. SHOULD THERE BE-;ANY CONFUCTS BETWEEN NOTES ON THIS DRAWING AND ANY REFERENCED CODES OR GUIDELINES, THE MORE STRINGENT SHALL TAKE PRECEDENCE. THE FOLLOWING NOTES FOR THE INSTALLATION OF GAS PIPING ARE IN NO WAY INCLUSIVE OF ALL GUIDEUNES THAT REED TO BE FOLLOWED. 2. PROVIDE A 1/2" TEST PORT TO BE INSTAI I ED ON THE MAIN SUPPLY UNE JUST DOWNSTREAM OF THE METER SET ON BOEING OWNED PIPING. THE TEST PORT SHALL CONSIST OF A SOCKOLET, A SOCKET WELD BY THREADED NIPPLE (POE/TOE), AND A 1 /21TBUTTERBALL BUTTERFLY VALVE WITH A PLUG. 3. ALL FERROUS GAS PIPING 2 INCH & UNDER SHALL BE SOCKET WELDED AND ALL PIPING 2 1/2 INCH & OVER SRMLL BE BUTT WELDED. WHEN TUBING IS SPECIFIED. FITTINGS SHALL BE SWAGELOK. ALL WELDS SHALL BE PERFORMED BY A WELDER WHO=HOLDS A VALID CERTIFICATE OF COMPETENCY FROM A RECOGNIZED TESTING LABORATORY BASED ON DEMONSTRATED ABILITY IN MEETING SECTION IX OF THE ASME BOILER AND PRESSURE VESSEL CODE. THREADE(TFITTINGS ARE ALLOWED IN THE SHORT SECTIONS OF PIPING FROM AND INCLUDING THE EQUIPMENT SHUT -OFF VALVE TO THE EQUIPMENT. 4. WHERE UNIONS ARE NECESSARY, RIGHT ANL) LEFT NIPPLES AND COUPLINGS SHALL BE USED. GROUND - JOjNT UNIONS MAY BE USED AT AT EXPOSED FIXTURE, APPLIANCE, OR EQUIPMENT CONNECTIONS AND IN EXPOSED EXTERIOR LOCATIONS IMMEDIATELY ON THE DISCHARGE SIDE OF A BUILDING SHUTOFF VALVE. BU(HINGS SHALL NOT BE USED. • 5. ALL UNDERGROUND GAS PIPING SHALL BE ELECTRICALLY ISOLATED FROM ABOVEGROUND PIPING USING DIELECTRIC UNIONS AND FLANGE INSULATION KITS. TEST FOR CONTINUITY FOLLOWING THE INSTALLATION OF ANY ELECTRICAL ISOLATION DEVICE. ANY ISOLATION WITH AN ELECTRICAL RESISTANCE OF 100'4<ILO -OHMS OR GREATER SHALL BE DEEMED AS TO ELECTRICALLY ISOLATE,,THE PIPING. 6. ALL UNDERGROUND FERROUS GAS PIPE SHALL HAVE AN APPROVED MACHINE APPLIED COATING. FIELD WRAPPING IS RESTRICTED TO THOSE SHORT SECTIONS AND FITTINGS NEEESSARILY STRIPPED FOR WELDING. ALL PIPING SHALL BE HOLIDAY PRIOR TO BEING PLACED IN THE TRENCH. THE TRENCI SHALL PROVIDE A FIRM AND SUBSTANTIALY CONTINUOUS SURFACE OF SUPPORT, FREE OF ANY OBJECTS THAT MAY DAMAGE THE COATING OR WRAPPING. FIELD WRAPPING OF CONNECTIONS MADE IN THE TRENCH SHALL ALSO BE HOLIDAY TESTED. ALL DEFECTIVE AREAS SHALL BE REPAIRED AND RETESTED. HOLIDAY TESTS SHALL BE WITNESSED BY BGPR. DIRT, FREE OF ANY OBJECTS THAT MAY OBJECTS TH/ }"• MAY DAMAGE THE PIPE COATING, SHALL BE HAND SHOVELED UNTIE. THE PIPING HAS BEEN ENTIRELY COVERED. THEN, MACHINERY M+1Y BE USED TO COMPLETE THE BACK FILLING. FOR PIPING UNDER PAVEMENT, SEE DETAIL 3. 7. U. GAS PIPING INSTALLATION NOTES UNDERGROUND PLASTIC PIPING SHALL HAVE A NUMBER 18 TRACER WIRE INSTALLED WITH AND WRAPPED AROQND THE PIPE. THE PIPING SHALL HAVE A MINIMUM OF 18 INCHES OF EARTH COVER AND SHALL BE INSTALLED WITH STEEL RISERS IN ACCORDANCE WITH UPC SECTION 1213 (E). SEE DETAIL 2. ELECTRICAL ISOLATION SHALL BE INSTALLED BETWEEN THE STEEL RISEN "AND ABOVEGROUND GAS PIPING. FOR PIPING UNDER PAVEMENT, DETAIL 3. PIPING MATERIAL SHALL BE AS LISTED IN : "MATERIAL LIST" ON THIS DRAWING. 9. PIPING SHALL BE SUPPORTED AT DISTANCES AS GIVEN IN "PIPING SUPPORT TABLE" ON THIS DRAWING. SUPPORT ALL TUBING AT DISTANCES AS GIVEN IN "TUBING SUPP01) TABLE" ON THIS DRAWING. SEISMICALLY BRACE ALL GAS PIPING THAI'TIS 1 INCH NOMINAL DIAMETER OR LARGER. TRANSVERSE BRACING SHAW BE AT 20 FEET MAXIMUM AND LONGITUDINAL BRACING SHALL BE AT 40 FEET MAXIMUM. EXCEPTION: PIPING SUSPENDED BY INDIVIDUAL HANGERS 12 INCHES OR LESS IN LENGTH, AS MEASURED FROM THE TOP Qt: THE PIPE TO THE BOTTOM OF THE SUPPORT WHERE THE HANGER IH•ATTACHED, NEED NOT BE BRACED. SEE "SEISMIC RESTRAINT MANUAL GUIDELINES FOR MECHANICAL SYSTEMS" BY SMACNA. 10. PRESSURE TEST ALL NEW GAS PIPING TI) BE INSTALLED. PRESSURE TESTS SHALL BEI PERFORMED ACCORDING TO "PRESSURE TESTING NOTES" ON THIS DRAWING. PRESSURE TEST FORM (EXAMPLE PROVIDED ON THIS DRAWING) SHALL BE PROVIDED BY BGPR AND COMPLETED BY BOTH BGPR AND THOSE CONDUCTING THE TEST. PRESSURE TESTS ARE TO BE WITNESSED BY THE BUILDING AUTHORITY RAVING JURISDICTION AND BGBR. CONTACT BGPR ONE WEEK BEFORE TEST. ALL VALVES SHALL BE APPROVED TYPES_ AS LISTED IN THE "MATERIAL LISP ON THIS DRAWING. VAIyE OPERATING HANDLES, IF NOT FASTENED TO THE VALVE, SHALL SE ATTACHED BY CHAIN TO THE PIPING NEAR THE VALVE TO ALLOW FULL OPERATION OF VALVE. A SINGLE HANDLE MAY BE USED TO OPERATE MORE THAN ONE VALVE AT THE SAME LOCATION. 12. PROVIDE PLASTIC AUTOMATIC TEST INSERTS ( ATI'S) ALONG ALL UNDERGROUND GAS PIPING INSTALLED ON' BOEING PROPERTY. THE SPACING SHALL BE FIFTEEN FEET MAXIMUM. THE EXACT PLACEMENT OF THE INDIVIDUAL ATI'S SHALL BY FIELG'LOCATED AS REQUIRED TO AVOID UTILITIES AND OBSTRUCTIONS. THE ATI'S SHALL NOT BE PLACED DIRECTLY OVER BURIED PIPE TO PERMITTfUTURE EXCAVATION WITHOUT DISTURBING THE ATI'S. SEE DETAIL 1, QN THIS DRAWING, FOR ATI INSTALLATION PROCEDURES. ALL INSTA;I €D ATI'S SHALL BE MADE VISIBLE BY A PAINTED YELLOW RING AR(IIND THE HEAD OF EACH ATI. THE RING SHALL HAVE AN OUTER DIAMETER OF 5" AND AN INNER DIAMETER EQUAL TO THAT OF THTTHEAD OF THE ATI. RECEIVED CITY OF TUKWILA EC 15 1994 , PERMIT CENTER STANDA' I NOTES & DETAILS FOR GAS PIPING FABRICATION rrisGroup Inc. 93 :1535 354645 -001 DWG NO. STDDWG3 BING SUPPORT TAB SIZE BE M MAX. SUPPO PACING 1/2 I I I ^ 4 5/8 OR I SIEVE E PERCENT PASSING 3/4" SQU E 100 3/8" SQUA 70 -100 U.S. No. 4 55 -100 U.S. No. 10 35 -95 U.S. No. 20 20 -80 U.S. No. 40 10 -55 U.S. No. 100 0 -10 U.S. No. 200 0 -3 SIEVE SIZE PERCENT PASSING 3/4 SQUARE 100 3/8" SQUARE 95 -100 U.S. No. 8 0 -10 S. No. 200 0 -3 S EQUIVALENT 35 min. PIPING - INTERIOR AND EXTERIOR LABELS: ASTM A53 GRADE A OR 8. A106 GRADE A OR B. SEAMLESS CARBON STEEL, STANDARD WEIGHT FITTINGS: 2 INCH & UNDER ASTM A105, ANSI B16.11, CLASS WELDED 3000, SOCKET WELDED 2 INCH & UNDER ASTM A57, ANSI 816.3, 150 LB, THREADED SCREWED MALLEABLE IRON 2 -1/2 INCH & OVER ASTM A234, ANSI 816.9, GRADE WPB STANDARD WEIGHT. BUTT WELDED PIPE: UNIONS: ABOVEGROUND GAS EQUIPMENT CONNECTIONS: FLEX CONNECTOR ELECTRICAL ISOLATION: 2 INCH , & UNDER ANSI 816.39, B2.1, WATTS SERIES DIELECTRIC UNION 3004 WITH GA GASKET FLANGES: GASKETS: BOLTING: VALVES: SCA 2 -1/2 INCH & OVER FLANGE INSULATION KIT ASTM A47 SCREWED MALLEABLE IRON, GROUND JOINT ANSI Z21.45, Z21.69 1/8 INCH THICK NEOPRENE -FACED PHENOLIC GASKET, POLYETHYLENE SLEEVES, AND PHENOUC & ZINC PLATED METAL WASHERS. ASTM A105, ANSI 816.5, 150 LBS, USE SUP -ON, RAISED FACE FLANGES. 1 /16 INCH THICK GARLOCK BLUE GARD STYLE 3000 BRANCHES: WELDOLET OR ASTM A105, ANSI 831.1 SOCKOLET 2 INCH & UNDER 2 -1/2 - 6 INCH 8 INCH & OVER REVISION A307, GRADE B CARBON STEEL SEMI -RN HEAVY USS HEX. MATERIAL LIST MILWAUKEE BUTTERBALL BUTTERFLY VALVE, THREADED, A.GA. AND ILL CERTIFIED - BB2 SERIES OR NEWER. NO SUBSTITUTION. ROCKWELL NORDSTROM STANDARD STEEL PLUG VALVE WITH HANDLE - ANSI 150 LB, FLANGED. USE ROCKWELL SEALANT #386. NO SUBSTITUTION. A.G.A. CERTIFIED AND U.L. USTED VALVES ARE NOT AVAILABLE. VALVE THAT IS TO BE USED MUST BE APPROVED BY CRY OF RENTON. SEE DESIGNERS CHECKUST FOR DETAILS. APPRO - . GATE ARROWS: rINKRtLII tr •'rIH��Y1I121:Lr��:113L1LLILALR E NIONS, FLANGES, GASKETS, FITTINGS S RECOMMENDED GS FOR PIPE ZES USED. NO BE USED FOR UNDERGROUND PIPING S H • '!ANTIC AUTOMATIC TEST IN RTS, AILABLE THRU HEATH p NSULTAN : W. SACREMENTO, CA 916) 371 -2 0 #18 COPPER WI, BE FUSION WELDED U NG DED PROCEDURES FOR NATURA GAS AS PIPING - LABORATORIES. TEST BENCH :INETS..ETC. REQUIRING TUBING ASTM A269, ANNEALED 316 STAINLESS STEEL, SEAMLESS, SELECT TUBE WALL THICKNESS PER SWAGELOK RECOMMENDATIONS SWAGELOK COMPRESSION FITTINGS, 316 STAINLESS STEEL. NO SUBSTITUTION 1/4 MI P1 (4' AD'S TRACER WIRE: TUBE: FITT1N PLASTIC STEEL FITTINGS: 2 INCH & TRANSRION (PLASTIC TO STEEL UNIONS, FLANGES, GASKETS, BRANCHES, BOLTING, VALVES: NOTE: ALL PLASTIC JOINTS MANUFACTURER'S RECOMM SERVICE. ABOVEGROUND PREPRINTED SAFETY YELLOW BACKGROUND LABELS WITH 1 INCH HIGH, GLOSS BLACK LETTERS STATING 'NATURAL GAS". PREPRINTED SAFETY YELLOW BACKGROUND BANDS WITH GLOSS BLACK ARROWS. DRISCOPIPE 8000, HIGH DENSITY POLYETHYLENE SDR 11 in USE ONLY FOR RISERS AND AS INDICATED ON CONSTRUCTION DRAWINGS. SPECIFICATIONS SHALL BE AS LISTED FOR ABOVEGROUND GAS PIPING. PIPE SHALL HAVE MACHINE APPLIED APPROVED COATING AND FIELD WRAPPING SHALL BE LIMITED Ti SHORT SECTIONS FOR FITTINGS AND WELDING. ER DRISCOPIPE 8000, MO SDR 11 OR HEAVIER irk I■ mo r "v Ali I/ II I�_ra►∎ Lf 7 1 'M. N 1g /I E 1W I �. - - -� - /_ I�t A REVISION USE MANUFACTUR TRANSISTION Fl MATERIALS AND APPROVED DATE 5 ' 5 8 ' 0.D. --. PLASTIC ATI - P` ASPHALT OR CONCRETE DIRT 1/4 -3 1 PEA GRA" L OR FINELY CR HED S 'NE #AS L PIPING (S" OR POLYETHYLENE) NO PAVEMENT 40" MAX ID &' SMALLER ID + 18" MAX ID & LARGER 1 f f 4 H�I T„ DETAIL NO SCALE � -3 -0" 1. DRILL A HOLE 1 -5/8" IN DI ER AND 5" DEEP DEPTH CAN BE GAUGE) BY PLACING THE UNIT IN THE HOLE. 2. A 1" HOLE SHALL BE DRIVEN IN TH CENTER OF THE 1 -5/8" HOLE EXTEND I TO APPROXIMATE DEPTH OF PIPE. A 1 •' 1- 1/8' ROCK DRILL IS RECOMMENDED. A SPACER OR COLLET TYPE FIXTURE IS HELPF IN CENTERING THE SMALLER DRILL IN THE 1- 5/8" HOLE. 3. THE 1' HOLE SHALL BE FILLED WITH 1/4 OR 3/8" MESH PEA GRAVEL OR CRUSHED STONE. 4. SEALING IF NECESSARY, SHALL BE A HOT OR COLD PATCH FOR ASPHALT FOR BLACKTOP. FOR CONCRETE OR SIMILAR MATERIALS A STRONG 'HIGH EA QUICKRLY' CEMENT OR A QUICK SETTING PRODUCT, SUCH AS 'GOLD BOND' IS SUITABLE. THESE SHALL ® ®E /$fir FACILITIES DEPARTMENT s - 1 -5/8" l -L 5 „ P ER AVEM STEEL ENT OR POLYETH MATCH EXISTING 4" I SAW J CUT BGRADE APPROVED TRANSITION FITTING POLYETHYLENE STEEL DETAIL NO SCALE PLASTIC ATI IN TALLATION INSTRUCTIONS sic ENE) AVEMENT r- PAVEMENT SPECIFIED BEDDING, •* 12" LIFT, COMPACTED TO 95% OF ITS MAXIMUM UNIT WEIGHT AS DETERMINED BY ASTM D1557 BE USED WITH JUST EN' GH WATER TO MOISTEN. THE MIX SHALL T BE SLOPPY. A MIX THAT WILL HOLD TOGETHER WHEN SQUEEZED IN THE HAND D CRUMBLE WHEN TAPPED IS ABOUT RIGHT. AN ADDITIVE CAN BE UTILIZED WITH E SEALERS TO PREVENT DAMAGE 'M FREEZING BEFORE SETTING, IF THE T PERATURE DEMANDS. SEALER SHALL BE P • ) ON OUTSIDE AREA (NOT TOP OR BOTT OF PLASTIC UNIT. A UGFIT COATING IS THAT IS NECESSARY. HOWEVER, ONLY SUCK FILM SHOULD BE PLACED ON TH TAPERED PORTION NEAR THE TOP. THERE S -IULO BE SLIGHT FRICTION IN PLACING THE , IT IN THE HOLE. 5. PLACE THE UNIT IN THE HOLE. IT IS NECESSARY 0 DRIVE THE UNIT IN PLACE WITH A r BBER HAMMER OR BLOCK OF WOOD. NEVER -.E METAL TO DRIVE IN THE UNIT. WHEN "OPERLY INSTALLED THE TOP OF THE UNIT BE FLUSH WITH SURROUNDING PAVE ,ENT. SPECIFIED BACKFILL COMPACTED TO 95% OF ITS MAXIMUM UNIT WT. AS DETERMINED BY ASTM D1557 UNDERGROUND PIPE TRENCH DETAIL rTh NS 30" MIN A BACKFILL W.D.O.T. STANDARD SPECIFICATION 9 -03.10 ❑ AUBURN , WA . 98002 ❑ BELLEVUE,WA,98007 ❑ EVERETT, WA. 98201 ❑ KENT, WA.98031 ❑ PORTLAND ,OR,97220 IN RENTON, WA. 98055 ❑ SEATTLE, WA,98124 ELECTRICAL ISOLATION #18 COPPER TRACER WIRE DIRT GAS PIPING T G''DE •A BEDDING (STEEL PIPE) W.D.O.T. STANDARD SPECIFICATION 9 -03.15 ALL PERCENTAGES ARE BY WEIGHT 0 * BEDDINL8 (POLYETHYLENE PIPE) W.D.O.T. ANDARD SPECIFICATION 9 -03.16 ALL PER A NTAGES ARE BY WEIGHT ALL PERCENTAGES ARE BY W1`IGHT ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED GENERAL NOTES 1. BOEING'S GAS PROGRAM REPRESENTATIVE (BGPR) IS: YR: FIRM: CONTACT: PHONE NO.' 2. THIS DRAWING ISSUED TO PROVIDE INFORMATION NOT GIVEN ON GAS PIPING ARRANGEMENT DRAWINGS ISSUED FOR CONSTRUCTION. IF A CONFLICT EXISTS BETWEEN THE ARRANGEMENT DRAWINGS AND THIS DRAWING, THIS DRAWING SHALL TAKE PRECEDENCE. 3. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION AND INSTALLATION. 4. ALL CHANGES MUST BE APPROVED PRIOR TO CONSTRUCTION BY BOEING PLANT ENGINEERING, MECHANICAL GROUP. NO EXCEPTIONS. 5. PROVIDE A COMPLETE AND OPERATIONAL SYSTEM. PROVIDE ALL COORDINATION REQUIRED TO PERFORM AND COMPLETE ALL WORK. 6. FOR CONSTRUCTION PROJECTS THAT REQUIRE A NEW GAS SERVICE, COORDINATE WITH WNG WHO SHALL SUPPLY THE GAS MAIN, PIPING FROM MAIN TO METER, AND METER. 7. FOR MODIFICATIONS TO AN EXISTING GAS PIPING SYSTEM HAVING A WNG OWNED METER, NOTIFY WNG OF THE WORK TO BE PERFORMED BEFORE BEGINNING. 8. COORDINATE GAS SHUT -OFF WITH BOEING. PLACE ALL OFF -LINE EQUIPMENT BACK INTO FULL OPERATION AFTER CONSTRUCTION IS COMPLETED. 9. INDICATE THE AS -BUILT CONDITION OF THE FINISHED GAS PIPING SYSTEM BY MARKING -UP THE ORIGINAL CONSTRUCTION DRAWINGS. 10. PROVIDE THE ORIGINAL CONSTRUCTION DRAWINGS WITH MARK -UPS TO BGPR AT THE TIME OF THE PRESSURE TEST. THE TEST WILL NOT BE ACCEPTED WITHOUT THE MARK -UPS. MARK -UPS ARE SUBJECT TO APPROVAL. 11. FOR NEW GAS PIPING SYSTEMS REQUIRING A WNG OWNED METER, CONTACT WNG TO INSTALL THE METER AND SET THE OPERATING PRESSURE. WNG WILL NOT INSTALL THE METER UNTIL THE GAS PIPING HAS BEEN INSPECTED AND APPROVED BY 1) THE BUILDING INSPECTOR HAVING JURISDICTION AND 2) A WNG INSPECTOR. ALSO OBTAIN, AT THE TIME THE METER IS INSTALLED, COPIES OF WNG AS -BUILT DOCUMENTS OF ANY PIPING INSTALLED BY THEM. PROVIDE THESE DOCUMENTS TO BGPR. • 12. PROVIDE TEMPORARY HEATING TO MAINTAIN TEMPERATURES FOR AFFECTED AREAS. MAINTAIN THE FOLLOWING TEMPERATURES: OFFICES - 75'F, WAREHOUSES - 65'F. PRESSURE TESTING NOTES 1. PRESSURE TESTING SHALL BE WITNESSED BY REPRESENTATIVES OF BUILDING AUTHORITY HAVING JURISDICTION AND BGPR. THE PRESSURE GAUGE SHALL HAVE AS A MINIMUM: 6' DIAMETER DIAL ANSI GRADE A - 1% ACCURACY, AND A GRADUATE SCALE OF 0 -120 PSI, NOT TO EXCEED 0 -160 PSI. 2. ALL GAS PIPING SHALL BE PRESSURE TESTED 'BEFORE ANY FIXTURES, APPLIANCES, EQ UIPMENT SHUT -OFF VALVES, OH METERS CAN BE CONNECTED. THE TEST APPARATUS SHALL INCLUDE A PRESSURE RELIEF VALVE SET TO 110 PSI TO PREVENT THE GAS PIPING FROM BEING OVER PRESSURIZED. 3. NITROGEN, AIR, OR CARBON DIOXIDE SHALL BL USED TO PRESSURIZE THE GAS PIPING TO A MINIMUM PRESSURE OF 100 PSI FOR A PERIOD OF AT LEAST 30 MINUTES OR TO A PRESSURE AND FOR A PERIOD OF TIME AT THE DISCRETION OF THE BUILDING AUTHORITY HAVING JURISDICTION. 4. PURGE ALL NATURAL GAS FROM THE PIPING SYSTEM TO A SAFE EXTERIOR LOCATION USING NITROGEN, AIR, OR CARBON DIOXIDE BEFORE DISASSEMBLING FOR REPAIRS. 5. ANY REDUCTION OF GAS PRESSURE AS INDICATED BY THE TESTING GAUGES SHALL BE CONSIDERED TO INDICATE A GAS LEAK. LOCATE ALL LEAKS BY TESTING WITH A SOAP SOLUTION AND CONDUCT REPAIRS. 6. AFTER ALL LEAKS HAVE BEEN LOCATED AND REPAIRED, THE PIPING SHALL BE RE- TESTED BY PRESSURE TESTING, AS NOTED ABOVE, TO VERIFY THAT NO FURTHER LEAKS EXIST. 7. AFTER A SUCCESSFUL PRESSURE TEST AND, AFTER ALL FIXTURES, APPLIANCES, EQUIPMENT SHUT -OFF VALVES, AND METERS HAVE BEEN CONNECTED, ALL NEW CONNECTIONS AND POINTS OF CONNECTION TO EXISTING GAS PIPING SHALL BE TESTED WITH A SOAP SOLUTION UNDER OPERATING CONDITIONS. LEAKS SHALL BE REPAIRED AND RE- TESTED UNTIL NO LEAKS ARE PRESENT. 8. WITH BGPR, COMPLETE THE PRESSURE TEST FORM, FOLLOWING AN ACCEPTABLE PRESSURE TEST. PAINTING AND LABELING NOTES 1. ALL ABOVEGROUND EXTERIOR PIPING SHALL AE GWEN TWO (2) COATS OF INDUSTRIAL EXTERIOR PAINT, ONE PRIMER COAT AND ONE COLOR COAT. THE COLOR SHALL MATCH EXISTING BUILDING WALL, IF PIPING IS MOUNTED TO WALL, OR SUPPLY PIPING COLOR. 2. ALL NON- BURIED GAS PIPING SHALL BE MARKED WITH LABELS AND ARROWS PLACED SO AS TO BE READABLE FROM THE FLOOR. THE PLACEMENT SHALL BE EVERY 25 FEET MAXIMUM ALONG PIPING, AT ALL CHANGES IN DIRECTION OF PIPE, IMMEDIATELY ADJACENT TO ALL VALVES AND AT POINTS WHERE PIPING EMERGES FROM WALL S FLOORS. . q?D /3 rrs 3. THE PIPING SURFACE, PRIOR TO PAINTING OR LABELING, SHALL c RENDERED FREE OF DUST, DIRT, MOISTURE, OIL, RUST, AND OT p' p FOREIGN SUBSTANCES. W B BY DATE 8 -25 -94 SIIOTITLE 1. ALL GAS PIPING SHALL BE INSTALLED ACCORDING TO CHAPTER 12, "FUEL GAS PIPING OF THE UNIFORM PLUMING CODE (UPC) AND SECTION 54, 'NATIONAL FUEL GAS CODE, .QF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA). ALL REFERENCES TO THE UPC REFER TO THE 1991 EDITION. ALL REFERENCES TO THE NFPA REFER TO THE 1992 EDITION. SHOULD THERE BE-;ANY CONFUCTS BETWEEN NOTES ON THIS DRAWING AND ANY REFERENCED CODES OR GUIDELINES, THE MORE STRINGENT SHALL TAKE PRECEDENCE. THE FOLLOWING NOTES FOR THE INSTALLATION OF GAS PIPING ARE IN NO WAY INCLUSIVE OF ALL GUIDEUNES THAT REED TO BE FOLLOWED. 2. PROVIDE A 1/2" TEST PORT TO BE INSTAI I ED ON THE MAIN SUPPLY UNE JUST DOWNSTREAM OF THE METER SET ON BOEING OWNED PIPING. THE TEST PORT SHALL CONSIST OF A SOCKOLET, A SOCKET WELD BY THREADED NIPPLE (POE/TOE), AND A 1 /21TBUTTERBALL BUTTERFLY VALVE WITH A PLUG. 3. ALL FERROUS GAS PIPING 2 INCH & UNDER SHALL BE SOCKET WELDED AND ALL PIPING 2 1/2 INCH & OVER SRMLL BE BUTT WELDED. WHEN TUBING IS SPECIFIED. FITTINGS SHALL BE SWAGELOK. ALL WELDS SHALL BE PERFORMED BY A WELDER WHO=HOLDS A VALID CERTIFICATE OF COMPETENCY FROM A RECOGNIZED TESTING LABORATORY BASED ON DEMONSTRATED ABILITY IN MEETING SECTION IX OF THE ASME BOILER AND PRESSURE VESSEL CODE. THREADE(TFITTINGS ARE ALLOWED IN THE SHORT SECTIONS OF PIPING FROM AND INCLUDING THE EQUIPMENT SHUT -OFF VALVE TO THE EQUIPMENT. 4. WHERE UNIONS ARE NECESSARY, RIGHT ANL) LEFT NIPPLES AND COUPLINGS SHALL BE USED. GROUND - JOjNT UNIONS MAY BE USED AT AT EXPOSED FIXTURE, APPLIANCE, OR EQUIPMENT CONNECTIONS AND IN EXPOSED EXTERIOR LOCATIONS IMMEDIATELY ON THE DISCHARGE SIDE OF A BUILDING SHUTOFF VALVE. BU(HINGS SHALL NOT BE USED. • 5. ALL UNDERGROUND GAS PIPING SHALL BE ELECTRICALLY ISOLATED FROM ABOVEGROUND PIPING USING DIELECTRIC UNIONS AND FLANGE INSULATION KITS. TEST FOR CONTINUITY FOLLOWING THE INSTALLATION OF ANY ELECTRICAL ISOLATION DEVICE. ANY ISOLATION WITH AN ELECTRICAL RESISTANCE OF 100'4<ILO -OHMS OR GREATER SHALL BE DEEMED AS TO ELECTRICALLY ISOLATE,,THE PIPING. 6. ALL UNDERGROUND FERROUS GAS PIPE SHALL HAVE AN APPROVED MACHINE APPLIED COATING. FIELD WRAPPING IS RESTRICTED TO THOSE SHORT SECTIONS AND FITTINGS NEEESSARILY STRIPPED FOR WELDING. ALL PIPING SHALL BE HOLIDAY PRIOR TO BEING PLACED IN THE TRENCH. THE TRENCI SHALL PROVIDE A FIRM AND SUBSTANTIALY CONTINUOUS SURFACE OF SUPPORT, FREE OF ANY OBJECTS THAT MAY DAMAGE THE COATING OR WRAPPING. FIELD WRAPPING OF CONNECTIONS MADE IN THE TRENCH SHALL ALSO BE HOLIDAY TESTED. ALL DEFECTIVE AREAS SHALL BE REPAIRED AND RETESTED. HOLIDAY TESTS SHALL BE WITNESSED BY BGPR. DIRT, FREE OF ANY OBJECTS THAT MAY OBJECTS TH/ }"• MAY DAMAGE THE PIPE COATING, SHALL BE HAND SHOVELED UNTIE. THE PIPING HAS BEEN ENTIRELY COVERED. THEN, MACHINERY M+1Y BE USED TO COMPLETE THE BACK FILLING. FOR PIPING UNDER PAVEMENT, SEE DETAIL 3. 7. U. GAS PIPING INSTALLATION NOTES UNDERGROUND PLASTIC PIPING SHALL HAVE A NUMBER 18 TRACER WIRE INSTALLED WITH AND WRAPPED AROQND THE PIPE. THE PIPING SHALL HAVE A MINIMUM OF 18 INCHES OF EARTH COVER AND SHALL BE INSTALLED WITH STEEL RISERS IN ACCORDANCE WITH UPC SECTION 1213 (E). SEE DETAIL 2. ELECTRICAL ISOLATION SHALL BE INSTALLED BETWEEN THE STEEL RISEN "AND ABOVEGROUND GAS PIPING. FOR PIPING UNDER PAVEMENT, DETAIL 3. PIPING MATERIAL SHALL BE AS LISTED IN : "MATERIAL LIST" ON THIS DRAWING. 9. PIPING SHALL BE SUPPORTED AT DISTANCES AS GIVEN IN "PIPING SUPPORT TABLE" ON THIS DRAWING. SUPPORT ALL TUBING AT DISTANCES AS GIVEN IN "TUBING SUPP01) TABLE" ON THIS DRAWING. SEISMICALLY BRACE ALL GAS PIPING THAI'TIS 1 INCH NOMINAL DIAMETER OR LARGER. TRANSVERSE BRACING SHAW BE AT 20 FEET MAXIMUM AND LONGITUDINAL BRACING SHALL BE AT 40 FEET MAXIMUM. EXCEPTION: PIPING SUSPENDED BY INDIVIDUAL HANGERS 12 INCHES OR LESS IN LENGTH, AS MEASURED FROM THE TOP Qt: THE PIPE TO THE BOTTOM OF THE SUPPORT WHERE THE HANGER IH•ATTACHED, NEED NOT BE BRACED. SEE "SEISMIC RESTRAINT MANUAL GUIDELINES FOR MECHANICAL SYSTEMS" BY SMACNA. 10. PRESSURE TEST ALL NEW GAS PIPING TI) BE INSTALLED. PRESSURE TESTS SHALL BEI PERFORMED ACCORDING TO "PRESSURE TESTING NOTES" ON THIS DRAWING. PRESSURE TEST FORM (EXAMPLE PROVIDED ON THIS DRAWING) SHALL BE PROVIDED BY BGPR AND COMPLETED BY BOTH BGPR AND THOSE CONDUCTING THE TEST. PRESSURE TESTS ARE TO BE WITNESSED BY THE BUILDING AUTHORITY RAVING JURISDICTION AND BGBR. CONTACT BGPR ONE WEEK BEFORE TEST. ALL VALVES SHALL BE APPROVED TYPES_ AS LISTED IN THE "MATERIAL LISP ON THIS DRAWING. VAIyE OPERATING HANDLES, IF NOT FASTENED TO THE VALVE, SHALL SE ATTACHED BY CHAIN TO THE PIPING NEAR THE VALVE TO ALLOW FULL OPERATION OF VALVE. A SINGLE HANDLE MAY BE USED TO OPERATE MORE THAN ONE VALVE AT THE SAME LOCATION. 12. PROVIDE PLASTIC AUTOMATIC TEST INSERTS ( ATI'S) ALONG ALL UNDERGROUND GAS PIPING INSTALLED ON' BOEING PROPERTY. THE SPACING SHALL BE FIFTEEN FEET MAXIMUM. THE EXACT PLACEMENT OF THE INDIVIDUAL ATI'S SHALL BY FIELG'LOCATED AS REQUIRED TO AVOID UTILITIES AND OBSTRUCTIONS. THE ATI'S SHALL NOT BE PLACED DIRECTLY OVER BURIED PIPE TO PERMITTfUTURE EXCAVATION WITHOUT DISTURBING THE ATI'S. SEE DETAIL 1, QN THIS DRAWING, FOR ATI INSTALLATION PROCEDURES. ALL INSTA;I €D ATI'S SHALL BE MADE VISIBLE BY A PAINTED YELLOW RING AR(IIND THE HEAD OF EACH ATI. THE RING SHALL HAVE AN OUTER DIAMETER OF 5" AND AN INNER DIAMETER EQUAL TO THAT OF THTTHEAD OF THE ATI. RECEIVED CITY OF TUKWILA EC 15 1994 , PERMIT CENTER STANDA' I NOTES & DETAILS FOR GAS PIPING FABRICATION rrisGroup Inc. 93 :1535 354645 -001 DWG NO. STDDWG3 SIEVE SIZE PERCENT PASSING 3/4 SQUARE 100 3/8" SQUARE 95 -100 U.S. No. 8 0 -10 S. No. 200 0 -3 S EQUIVALENT 35 min. PIPING - INTERIOR AND EXTERIOR LABELS: ASTM A53 GRADE A OR 8. A106 GRADE A OR B. SEAMLESS CARBON STEEL, STANDARD WEIGHT FITTINGS: 2 INCH & UNDER ASTM A105, ANSI B16.11, CLASS WELDED 3000, SOCKET WELDED 2 INCH & UNDER ASTM A57, ANSI 816.3, 150 LB, THREADED SCREWED MALLEABLE IRON 2 -1/2 INCH & OVER ASTM A234, ANSI 816.9, GRADE WPB STANDARD WEIGHT. BUTT WELDED PIPE: UNIONS: ABOVEGROUND GAS EQUIPMENT CONNECTIONS: FLEX CONNECTOR ELECTRICAL ISOLATION: 2 INCH , & UNDER ANSI 816.39, B2.1, WATTS SERIES DIELECTRIC UNION 3004 WITH GA GASKET FLANGES: GASKETS: BOLTING: VALVES: SCA 2 -1/2 INCH & OVER FLANGE INSULATION KIT ASTM A47 SCREWED MALLEABLE IRON, GROUND JOINT ANSI Z21.45, Z21.69 1/8 INCH THICK NEOPRENE -FACED PHENOLIC GASKET, POLYETHYLENE SLEEVES, AND PHENOUC & ZINC PLATED METAL WASHERS. ASTM A105, ANSI 816.5, 150 LBS, USE SUP -ON, RAISED FACE FLANGES. 1 /16 INCH THICK GARLOCK BLUE GARD STYLE 3000 BRANCHES: WELDOLET OR ASTM A105, ANSI 831.1 SOCKOLET 2 INCH & UNDER 2 -1/2 - 6 INCH 8 INCH & OVER REVISION A307, GRADE B CARBON STEEL SEMI -RN HEAVY USS HEX. MATERIAL LIST MILWAUKEE BUTTERBALL BUTTERFLY VALVE, THREADED, A.GA. AND ILL CERTIFIED - BB2 SERIES OR NEWER. NO SUBSTITUTION. ROCKWELL NORDSTROM STANDARD STEEL PLUG VALVE WITH HANDLE - ANSI 150 LB, FLANGED. USE ROCKWELL SEALANT #386. NO SUBSTITUTION. A.G.A. CERTIFIED AND U.L. USTED VALVES ARE NOT AVAILABLE. VALVE THAT IS TO BE USED MUST BE APPROVED BY CRY OF RENTON. SEE DESIGNERS CHECKUST FOR DETAILS. APPRO - . GATE ARROWS: rINKRtLII tr •'rIH��Y1I121:Lr��:113L1LLILALR E NIONS, FLANGES, GASKETS, FITTINGS S RECOMMENDED GS FOR PIPE ZES USED. NO BE USED FOR UNDERGROUND PIPING S H • '!ANTIC AUTOMATIC TEST IN RTS, AILABLE THRU HEATH p NSULTAN : W. SACREMENTO, CA 916) 371 -2 0 #18 COPPER WI, BE FUSION WELDED U NG DED PROCEDURES FOR NATURA GAS AS PIPING - LABORATORIES. TEST BENCH :INETS..ETC. REQUIRING TUBING ASTM A269, ANNEALED 316 STAINLESS STEEL, SEAMLESS, SELECT TUBE WALL THICKNESS PER SWAGELOK RECOMMENDATIONS SWAGELOK COMPRESSION FITTINGS, 316 STAINLESS STEEL. NO SUBSTITUTION 1/4 MI P1 (4' AD'S TRACER WIRE: TUBE: FITT1N PLASTIC STEEL FITTINGS: 2 INCH & TRANSRION (PLASTIC TO STEEL UNIONS, FLANGES, GASKETS, BRANCHES, BOLTING, VALVES: NOTE: ALL PLASTIC JOINTS MANUFACTURER'S RECOMM SERVICE. ABOVEGROUND PREPRINTED SAFETY YELLOW BACKGROUND LABELS WITH 1 INCH HIGH, GLOSS BLACK LETTERS STATING 'NATURAL GAS". PREPRINTED SAFETY YELLOW BACKGROUND BANDS WITH GLOSS BLACK ARROWS. DRISCOPIPE 8000, HIGH DENSITY POLYETHYLENE SDR 11 in USE ONLY FOR RISERS AND AS INDICATED ON CONSTRUCTION DRAWINGS. SPECIFICATIONS SHALL BE AS LISTED FOR ABOVEGROUND GAS PIPING. PIPE SHALL HAVE MACHINE APPLIED APPROVED COATING AND FIELD WRAPPING SHALL BE LIMITED Ti SHORT SECTIONS FOR FITTINGS AND WELDING. ER DRISCOPIPE 8000, MO SDR 11 OR HEAVIER irk I■ mo r "v Ali I/ II I�_ra►∎ Lf 7 1 'M. N 1g /I E 1W I �. - - -� - /_ I�t A REVISION USE MANUFACTUR TRANSISTION Fl MATERIALS AND APPROVED DATE 5 ' 5 8 ' 0.D. --. PLASTIC ATI - P` ASPHALT OR CONCRETE DIRT 1/4 -3 1 PEA GRA" L OR FINELY CR HED S 'NE #AS L PIPING (S" OR POLYETHYLENE) NO PAVEMENT 40" MAX ID &' SMALLER ID + 18" MAX ID & LARGER 1 f f 4 H�I T„ DETAIL NO SCALE � -3 -0" 1. DRILL A HOLE 1 -5/8" IN DI ER AND 5" DEEP DEPTH CAN BE GAUGE) BY PLACING THE UNIT IN THE HOLE. 2. A 1" HOLE SHALL BE DRIVEN IN TH CENTER OF THE 1 -5/8" HOLE EXTEND I TO APPROXIMATE DEPTH OF PIPE. A 1 •' 1- 1/8' ROCK DRILL IS RECOMMENDED. A SPACER OR COLLET TYPE FIXTURE IS HELPF IN CENTERING THE SMALLER DRILL IN THE 1- 5/8" HOLE. 3. THE 1' HOLE SHALL BE FILLED WITH 1/4 OR 3/8" MESH PEA GRAVEL OR CRUSHED STONE. 4. SEALING IF NECESSARY, SHALL BE A HOT OR COLD PATCH FOR ASPHALT FOR BLACKTOP. FOR CONCRETE OR SIMILAR MATERIALS A STRONG 'HIGH EA QUICKRLY' CEMENT OR A QUICK SETTING PRODUCT, SUCH AS 'GOLD BOND' IS SUITABLE. THESE SHALL ® ®E /$fir FACILITIES DEPARTMENT s - 1 -5/8" l -L 5 „ P ER AVEM STEEL ENT OR POLYETH MATCH EXISTING 4" I SAW J CUT BGRADE APPROVED TRANSITION FITTING POLYETHYLENE STEEL DETAIL NO SCALE PLASTIC ATI IN TALLATION INSTRUCTIONS sic ENE) AVEMENT r- PAVEMENT SPECIFIED BEDDING, •* 12" LIFT, COMPACTED TO 95% OF ITS MAXIMUM UNIT WEIGHT AS DETERMINED BY ASTM D1557 BE USED WITH JUST EN' GH WATER TO MOISTEN. THE MIX SHALL T BE SLOPPY. A MIX THAT WILL HOLD TOGETHER WHEN SQUEEZED IN THE HAND D CRUMBLE WHEN TAPPED IS ABOUT RIGHT. AN ADDITIVE CAN BE UTILIZED WITH E SEALERS TO PREVENT DAMAGE 'M FREEZING BEFORE SETTING, IF THE T PERATURE DEMANDS. SEALER SHALL BE P • ) ON OUTSIDE AREA (NOT TOP OR BOTT OF PLASTIC UNIT. A UGFIT COATING IS THAT IS NECESSARY. HOWEVER, ONLY SUCK FILM SHOULD BE PLACED ON TH TAPERED PORTION NEAR THE TOP. THERE S -IULO BE SLIGHT FRICTION IN PLACING THE , IT IN THE HOLE. 5. PLACE THE UNIT IN THE HOLE. IT IS NECESSARY 0 DRIVE THE UNIT IN PLACE WITH A r BBER HAMMER OR BLOCK OF WOOD. NEVER -.E METAL TO DRIVE IN THE UNIT. WHEN "OPERLY INSTALLED THE TOP OF THE UNIT BE FLUSH WITH SURROUNDING PAVE ,ENT. SPECIFIED BACKFILL COMPACTED TO 95% OF ITS MAXIMUM UNIT WT. AS DETERMINED BY ASTM D1557 UNDERGROUND PIPE TRENCH DETAIL rTh NS 30" MIN A BACKFILL W.D.O.T. STANDARD SPECIFICATION 9 -03.10 ❑ AUBURN , WA . 98002 ❑ BELLEVUE,WA,98007 ❑ EVERETT, WA. 98201 ❑ KENT, WA.98031 ❑ PORTLAND ,OR,97220 IN RENTON, WA. 98055 ❑ SEATTLE, WA,98124 ELECTRICAL ISOLATION #18 COPPER TRACER WIRE DIRT GAS PIPING T G''DE •A BEDDING (STEEL PIPE) W.D.O.T. STANDARD SPECIFICATION 9 -03.15 ALL PERCENTAGES ARE BY WEIGHT 0 * BEDDINL8 (POLYETHYLENE PIPE) W.D.O.T. ANDARD SPECIFICATION 9 -03.16 ALL PER A NTAGES ARE BY WEIGHT ALL PERCENTAGES ARE BY W1`IGHT ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED GENERAL NOTES 1. BOEING'S GAS PROGRAM REPRESENTATIVE (BGPR) IS: YR: FIRM: CONTACT: PHONE NO.' 2. THIS DRAWING ISSUED TO PROVIDE INFORMATION NOT GIVEN ON GAS PIPING ARRANGEMENT DRAWINGS ISSUED FOR CONSTRUCTION. IF A CONFLICT EXISTS BETWEEN THE ARRANGEMENT DRAWINGS AND THIS DRAWING, THIS DRAWING SHALL TAKE PRECEDENCE. 3. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION AND INSTALLATION. 4. ALL CHANGES MUST BE APPROVED PRIOR TO CONSTRUCTION BY BOEING PLANT ENGINEERING, MECHANICAL GROUP. NO EXCEPTIONS. 5. PROVIDE A COMPLETE AND OPERATIONAL SYSTEM. PROVIDE ALL COORDINATION REQUIRED TO PERFORM AND COMPLETE ALL WORK. 6. FOR CONSTRUCTION PROJECTS THAT REQUIRE A NEW GAS SERVICE, COORDINATE WITH WNG WHO SHALL SUPPLY THE GAS MAIN, PIPING FROM MAIN TO METER, AND METER. 7. FOR MODIFICATIONS TO AN EXISTING GAS PIPING SYSTEM HAVING A WNG OWNED METER, NOTIFY WNG OF THE WORK TO BE PERFORMED BEFORE BEGINNING. 8. COORDINATE GAS SHUT -OFF WITH BOEING. PLACE ALL OFF -LINE EQUIPMENT BACK INTO FULL OPERATION AFTER CONSTRUCTION IS COMPLETED. 9. INDICATE THE AS -BUILT CONDITION OF THE FINISHED GAS PIPING SYSTEM BY MARKING -UP THE ORIGINAL CONSTRUCTION DRAWINGS. 10. PROVIDE THE ORIGINAL CONSTRUCTION DRAWINGS WITH MARK -UPS TO BGPR AT THE TIME OF THE PRESSURE TEST. THE TEST WILL NOT BE ACCEPTED WITHOUT THE MARK -UPS. MARK -UPS ARE SUBJECT TO APPROVAL. 11. FOR NEW GAS PIPING SYSTEMS REQUIRING A WNG OWNED METER, CONTACT WNG TO INSTALL THE METER AND SET THE OPERATING PRESSURE. WNG WILL NOT INSTALL THE METER UNTIL THE GAS PIPING HAS BEEN INSPECTED AND APPROVED BY 1) THE BUILDING INSPECTOR HAVING JURISDICTION AND 2) A WNG INSPECTOR. ALSO OBTAIN, AT THE TIME THE METER IS INSTALLED, COPIES OF WNG AS -BUILT DOCUMENTS OF ANY PIPING INSTALLED BY THEM. PROVIDE THESE DOCUMENTS TO BGPR. • 12. PROVIDE TEMPORARY HEATING TO MAINTAIN TEMPERATURES FOR AFFECTED AREAS. MAINTAIN THE FOLLOWING TEMPERATURES: OFFICES - 75'F, WAREHOUSES - 65'F. PRESSURE TESTING NOTES 1. PRESSURE TESTING SHALL BE WITNESSED BY REPRESENTATIVES OF BUILDING AUTHORITY HAVING JURISDICTION AND BGPR. THE PRESSURE GAUGE SHALL HAVE AS A MINIMUM: 6' DIAMETER DIAL ANSI GRADE A - 1% ACCURACY, AND A GRADUATE SCALE OF 0 -120 PSI, NOT TO EXCEED 0 -160 PSI. 2. ALL GAS PIPING SHALL BE PRESSURE TESTED 'BEFORE ANY FIXTURES, APPLIANCES, EQ UIPMENT SHUT -OFF VALVES, OH METERS CAN BE CONNECTED. THE TEST APPARATUS SHALL INCLUDE A PRESSURE RELIEF VALVE SET TO 110 PSI TO PREVENT THE GAS PIPING FROM BEING OVER PRESSURIZED. 3. NITROGEN, AIR, OR CARBON DIOXIDE SHALL BL USED TO PRESSURIZE THE GAS PIPING TO A MINIMUM PRESSURE OF 100 PSI FOR A PERIOD OF AT LEAST 30 MINUTES OR TO A PRESSURE AND FOR A PERIOD OF TIME AT THE DISCRETION OF THE BUILDING AUTHORITY HAVING JURISDICTION. 4. PURGE ALL NATURAL GAS FROM THE PIPING SYSTEM TO A SAFE EXTERIOR LOCATION USING NITROGEN, AIR, OR CARBON DIOXIDE BEFORE DISASSEMBLING FOR REPAIRS. 5. ANY REDUCTION OF GAS PRESSURE AS INDICATED BY THE TESTING GAUGES SHALL BE CONSIDERED TO INDICATE A GAS LEAK. LOCATE ALL LEAKS BY TESTING WITH A SOAP SOLUTION AND CONDUCT REPAIRS. 6. AFTER ALL LEAKS HAVE BEEN LOCATED AND REPAIRED, THE PIPING SHALL BE RE- TESTED BY PRESSURE TESTING, AS NOTED ABOVE, TO VERIFY THAT NO FURTHER LEAKS EXIST. 7. AFTER A SUCCESSFUL PRESSURE TEST AND, AFTER ALL FIXTURES, APPLIANCES, EQUIPMENT SHUT -OFF VALVES, AND METERS HAVE BEEN CONNECTED, ALL NEW CONNECTIONS AND POINTS OF CONNECTION TO EXISTING GAS PIPING SHALL BE TESTED WITH A SOAP SOLUTION UNDER OPERATING CONDITIONS. LEAKS SHALL BE REPAIRED AND RE- TESTED UNTIL NO LEAKS ARE PRESENT. 8. WITH BGPR, COMPLETE THE PRESSURE TEST FORM, FOLLOWING AN ACCEPTABLE PRESSURE TEST. PAINTING AND LABELING NOTES 1. ALL ABOVEGROUND EXTERIOR PIPING SHALL AE GWEN TWO (2) COATS OF INDUSTRIAL EXTERIOR PAINT, ONE PRIMER COAT AND ONE COLOR COAT. THE COLOR SHALL MATCH EXISTING BUILDING WALL, IF PIPING IS MOUNTED TO WALL, OR SUPPLY PIPING COLOR. 2. ALL NON- BURIED GAS PIPING SHALL BE MARKED WITH LABELS AND ARROWS PLACED SO AS TO BE READABLE FROM THE FLOOR. THE PLACEMENT SHALL BE EVERY 25 FEET MAXIMUM ALONG PIPING, AT ALL CHANGES IN DIRECTION OF PIPE, IMMEDIATELY ADJACENT TO ALL VALVES AND AT POINTS WHERE PIPING EMERGES FROM WALL S FLOORS. . q?D /3 rrs 3. THE PIPING SURFACE, PRIOR TO PAINTING OR LABELING, SHALL c RENDERED FREE OF DUST, DIRT, MOISTURE, OIL, RUST, AND OT p' p FOREIGN SUBSTANCES. W B BY DATE 8 -25 -94 SIIOTITLE 1. ALL GAS PIPING SHALL BE INSTALLED ACCORDING TO CHAPTER 12, "FUEL GAS PIPING OF THE UNIFORM PLUMING CODE (UPC) AND SECTION 54, 'NATIONAL FUEL GAS CODE, .QF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA). ALL REFERENCES TO THE UPC REFER TO THE 1991 EDITION. ALL REFERENCES TO THE NFPA REFER TO THE 1992 EDITION. SHOULD THERE BE-;ANY CONFUCTS BETWEEN NOTES ON THIS DRAWING AND ANY REFERENCED CODES OR GUIDELINES, THE MORE STRINGENT SHALL TAKE PRECEDENCE. THE FOLLOWING NOTES FOR THE INSTALLATION OF GAS PIPING ARE IN NO WAY INCLUSIVE OF ALL GUIDEUNES THAT REED TO BE FOLLOWED. 2. PROVIDE A 1/2" TEST PORT TO BE INSTAI I ED ON THE MAIN SUPPLY UNE JUST DOWNSTREAM OF THE METER SET ON BOEING OWNED PIPING. THE TEST PORT SHALL CONSIST OF A SOCKOLET, A SOCKET WELD BY THREADED NIPPLE (POE/TOE), AND A 1 /21TBUTTERBALL BUTTERFLY VALVE WITH A PLUG. 3. ALL FERROUS GAS PIPING 2 INCH & UNDER SHALL BE SOCKET WELDED AND ALL PIPING 2 1/2 INCH & OVER SRMLL BE BUTT WELDED. WHEN TUBING IS SPECIFIED. FITTINGS SHALL BE SWAGELOK. ALL WELDS SHALL BE PERFORMED BY A WELDER WHO=HOLDS A VALID CERTIFICATE OF COMPETENCY FROM A RECOGNIZED TESTING LABORATORY BASED ON DEMONSTRATED ABILITY IN MEETING SECTION IX OF THE ASME BOILER AND PRESSURE VESSEL CODE. THREADE(TFITTINGS ARE ALLOWED IN THE SHORT SECTIONS OF PIPING FROM AND INCLUDING THE EQUIPMENT SHUT -OFF VALVE TO THE EQUIPMENT. 4. WHERE UNIONS ARE NECESSARY, RIGHT ANL) LEFT NIPPLES AND COUPLINGS SHALL BE USED. GROUND - JOjNT UNIONS MAY BE USED AT AT EXPOSED FIXTURE, APPLIANCE, OR EQUIPMENT CONNECTIONS AND IN EXPOSED EXTERIOR LOCATIONS IMMEDIATELY ON THE DISCHARGE SIDE OF A BUILDING SHUTOFF VALVE. BU(HINGS SHALL NOT BE USED. • 5. ALL UNDERGROUND GAS PIPING SHALL BE ELECTRICALLY ISOLATED FROM ABOVEGROUND PIPING USING DIELECTRIC UNIONS AND FLANGE INSULATION KITS. TEST FOR CONTINUITY FOLLOWING THE INSTALLATION OF ANY ELECTRICAL ISOLATION DEVICE. ANY ISOLATION WITH AN ELECTRICAL RESISTANCE OF 100'4<ILO -OHMS OR GREATER SHALL BE DEEMED AS TO ELECTRICALLY ISOLATE,,THE PIPING. 6. ALL UNDERGROUND FERROUS GAS PIPE SHALL HAVE AN APPROVED MACHINE APPLIED COATING. FIELD WRAPPING IS RESTRICTED TO THOSE SHORT SECTIONS AND FITTINGS NEEESSARILY STRIPPED FOR WELDING. ALL PIPING SHALL BE HOLIDAY PRIOR TO BEING PLACED IN THE TRENCH. THE TRENCI SHALL PROVIDE A FIRM AND SUBSTANTIALY CONTINUOUS SURFACE OF SUPPORT, FREE OF ANY OBJECTS THAT MAY DAMAGE THE COATING OR WRAPPING. FIELD WRAPPING OF CONNECTIONS MADE IN THE TRENCH SHALL ALSO BE HOLIDAY TESTED. ALL DEFECTIVE AREAS SHALL BE REPAIRED AND RETESTED. HOLIDAY TESTS SHALL BE WITNESSED BY BGPR. DIRT, FREE OF ANY OBJECTS THAT MAY OBJECTS TH/ }"• MAY DAMAGE THE PIPE COATING, SHALL BE HAND SHOVELED UNTIE. THE PIPING HAS BEEN ENTIRELY COVERED. THEN, MACHINERY M+1Y BE USED TO COMPLETE THE BACK FILLING. FOR PIPING UNDER PAVEMENT, SEE DETAIL 3. 7. U. GAS PIPING INSTALLATION NOTES UNDERGROUND PLASTIC PIPING SHALL HAVE A NUMBER 18 TRACER WIRE INSTALLED WITH AND WRAPPED AROQND THE PIPE. THE PIPING SHALL HAVE A MINIMUM OF 18 INCHES OF EARTH COVER AND SHALL BE INSTALLED WITH STEEL RISERS IN ACCORDANCE WITH UPC SECTION 1213 (E). SEE DETAIL 2. ELECTRICAL ISOLATION SHALL BE INSTALLED BETWEEN THE STEEL RISEN "AND ABOVEGROUND GAS PIPING. FOR PIPING UNDER PAVEMENT, DETAIL 3. PIPING MATERIAL SHALL BE AS LISTED IN : "MATERIAL LIST" ON THIS DRAWING. 9. PIPING SHALL BE SUPPORTED AT DISTANCES AS GIVEN IN "PIPING SUPPORT TABLE" ON THIS DRAWING. SUPPORT ALL TUBING AT DISTANCES AS GIVEN IN "TUBING SUPP01) TABLE" ON THIS DRAWING. SEISMICALLY BRACE ALL GAS PIPING THAI'TIS 1 INCH NOMINAL DIAMETER OR LARGER. TRANSVERSE BRACING SHAW BE AT 20 FEET MAXIMUM AND LONGITUDINAL BRACING SHALL BE AT 40 FEET MAXIMUM. EXCEPTION: PIPING SUSPENDED BY INDIVIDUAL HANGERS 12 INCHES OR LESS IN LENGTH, AS MEASURED FROM THE TOP Qt: THE PIPE TO THE BOTTOM OF THE SUPPORT WHERE THE HANGER IH•ATTACHED, NEED NOT BE BRACED. SEE "SEISMIC RESTRAINT MANUAL GUIDELINES FOR MECHANICAL SYSTEMS" BY SMACNA. 10. PRESSURE TEST ALL NEW GAS PIPING TI) BE INSTALLED. PRESSURE TESTS SHALL BEI PERFORMED ACCORDING TO "PRESSURE TESTING NOTES" ON THIS DRAWING. PRESSURE TEST FORM (EXAMPLE PROVIDED ON THIS DRAWING) SHALL BE PROVIDED BY BGPR AND COMPLETED BY BOTH BGPR AND THOSE CONDUCTING THE TEST. PRESSURE TESTS ARE TO BE WITNESSED BY THE BUILDING AUTHORITY RAVING JURISDICTION AND BGBR. CONTACT BGPR ONE WEEK BEFORE TEST. ALL VALVES SHALL BE APPROVED TYPES_ AS LISTED IN THE "MATERIAL LISP ON THIS DRAWING. VAIyE OPERATING HANDLES, IF NOT FASTENED TO THE VALVE, SHALL SE ATTACHED BY CHAIN TO THE PIPING NEAR THE VALVE TO ALLOW FULL OPERATION OF VALVE. A SINGLE HANDLE MAY BE USED TO OPERATE MORE THAN ONE VALVE AT THE SAME LOCATION. 12. PROVIDE PLASTIC AUTOMATIC TEST INSERTS ( ATI'S) ALONG ALL UNDERGROUND GAS PIPING INSTALLED ON' BOEING PROPERTY. THE SPACING SHALL BE FIFTEEN FEET MAXIMUM. THE EXACT PLACEMENT OF THE INDIVIDUAL ATI'S SHALL BY FIELG'LOCATED AS REQUIRED TO AVOID UTILITIES AND OBSTRUCTIONS. THE ATI'S SHALL NOT BE PLACED DIRECTLY OVER BURIED PIPE TO PERMITTfUTURE EXCAVATION WITHOUT DISTURBING THE ATI'S. SEE DETAIL 1, QN THIS DRAWING, FOR ATI INSTALLATION PROCEDURES. ALL INSTA;I €D ATI'S SHALL BE MADE VISIBLE BY A PAINTED YELLOW RING AR(IIND THE HEAD OF EACH ATI. THE RING SHALL HAVE AN OUTER DIAMETER OF 5" AND AN INNER DIAMETER EQUAL TO THAT OF THTTHEAD OF THE ATI. RECEIVED CITY OF TUKWILA EC 15 1994 , PERMIT CENTER STANDA' I NOTES & DETAILS FOR GAS PIPING FABRICATION rrisGroup Inc. 93 :1535 354645 -001 DWG NO. STDDWG3 PIPING - INTERIOR AND EXTERIOR LABELS: ASTM A53 GRADE A OR 8. A106 GRADE A OR B. SEAMLESS CARBON STEEL, STANDARD WEIGHT FITTINGS: 2 INCH & UNDER ASTM A105, ANSI B16.11, CLASS WELDED 3000, SOCKET WELDED 2 INCH & UNDER ASTM A57, ANSI 816.3, 150 LB, THREADED SCREWED MALLEABLE IRON 2 -1/2 INCH & OVER ASTM A234, ANSI 816.9, GRADE WPB STANDARD WEIGHT. BUTT WELDED PIPE: UNIONS: ABOVEGROUND GAS EQUIPMENT CONNECTIONS: FLEX CONNECTOR ELECTRICAL ISOLATION: 2 INCH , & UNDER ANSI 816.39, B2.1, WATTS SERIES DIELECTRIC UNION 3004 WITH GA GASKET FLANGES: GASKETS: BOLTING: VALVES: SCA 2 -1/2 INCH & OVER FLANGE INSULATION KIT ASTM A47 SCREWED MALLEABLE IRON, GROUND JOINT ANSI Z21.45, Z21.69 1/8 INCH THICK NEOPRENE -FACED PHENOLIC GASKET, POLYETHYLENE SLEEVES, AND PHENOUC & ZINC PLATED METAL WASHERS. ASTM A105, ANSI 816.5, 150 LBS, USE SUP -ON, RAISED FACE FLANGES. 1 /16 INCH THICK GARLOCK BLUE GARD STYLE 3000 BRANCHES: WELDOLET OR ASTM A105, ANSI 831.1 SOCKOLET 2 INCH & UNDER 2 -1/2 - 6 INCH 8 INCH & OVER REVISION A307, GRADE B CARBON STEEL SEMI -RN HEAVY USS HEX. MATERIAL LIST MILWAUKEE BUTTERBALL BUTTERFLY VALVE, THREADED, A.GA. AND ILL CERTIFIED - BB2 SERIES OR NEWER. NO SUBSTITUTION. ROCKWELL NORDSTROM STANDARD STEEL PLUG VALVE WITH HANDLE - ANSI 150 LB, FLANGED. USE ROCKWELL SEALANT #386. NO SUBSTITUTION. A.G.A. CERTIFIED AND U.L. USTED VALVES ARE NOT AVAILABLE. VALVE THAT IS TO BE USED MUST BE APPROVED BY CRY OF RENTON. SEE DESIGNERS CHECKUST FOR DETAILS. APPRO - . GATE ARROWS: rINKRtLII tr •'rIH��Y1I121:Lr��:113L1LLILALR E NIONS, FLANGES, GASKETS, FITTINGS S RECOMMENDED GS FOR PIPE ZES USED. NO BE USED FOR UNDERGROUND PIPING S H • '!ANTIC AUTOMATIC TEST IN RTS, AILABLE THRU HEATH p NSULTAN : W. SACREMENTO, CA 916) 371 -2 0 #18 COPPER WI, BE FUSION WELDED U NG DED PROCEDURES FOR NATURA GAS AS PIPING - LABORATORIES. TEST BENCH :INETS..ETC. REQUIRING TUBING ASTM A269, ANNEALED 316 STAINLESS STEEL, SEAMLESS, SELECT TUBE WALL THICKNESS PER SWAGELOK RECOMMENDATIONS SWAGELOK COMPRESSION FITTINGS, 316 STAINLESS STEEL. NO SUBSTITUTION 1/4 MI P1 (4' AD'S TRACER WIRE: TUBE: FITT1N PLASTIC STEEL FITTINGS: 2 INCH & TRANSRION (PLASTIC TO STEEL UNIONS, FLANGES, GASKETS, BRANCHES, BOLTING, VALVES: NOTE: ALL PLASTIC JOINTS MANUFACTURER'S RECOMM SERVICE. ABOVEGROUND PREPRINTED SAFETY YELLOW BACKGROUND LABELS WITH 1 INCH HIGH, GLOSS BLACK LETTERS STATING 'NATURAL GAS". PREPRINTED SAFETY YELLOW BACKGROUND BANDS WITH GLOSS BLACK ARROWS. DRISCOPIPE 8000, HIGH DENSITY POLYETHYLENE SDR 11 in USE ONLY FOR RISERS AND AS INDICATED ON CONSTRUCTION DRAWINGS. SPECIFICATIONS SHALL BE AS LISTED FOR ABOVEGROUND GAS PIPING. PIPE SHALL HAVE MACHINE APPLIED APPROVED COATING AND FIELD WRAPPING SHALL BE LIMITED Ti SHORT SECTIONS FOR FITTINGS AND WELDING. ER DRISCOPIPE 8000, MO SDR 11 OR HEAVIER irk I■ mo r "v Ali I/ II I�_ra►∎ Lf 7 1 'M. N 1g /I E 1W I �. - - -� - /_ I�t A REVISION USE MANUFACTUR TRANSISTION Fl MATERIALS AND APPROVED DATE 5 ' 5 8 ' 0.D. --. PLASTIC ATI - P` ASPHALT OR CONCRETE DIRT 1/4 -3 1 PEA GRA" L OR FINELY CR HED S 'NE #AS L PIPING (S" OR POLYETHYLENE) NO PAVEMENT 40" MAX ID &' SMALLER ID + 18" MAX ID & LARGER 1 f f 4 H�I T„ DETAIL NO SCALE � -3 -0" 1. DRILL A HOLE 1 -5/8" IN DI ER AND 5" DEEP DEPTH CAN BE GAUGE) BY PLACING THE UNIT IN THE HOLE. 2. A 1" HOLE SHALL BE DRIVEN IN TH CENTER OF THE 1 -5/8" HOLE EXTEND I TO APPROXIMATE DEPTH OF PIPE. A 1 •' 1- 1/8' ROCK DRILL IS RECOMMENDED. A SPACER OR COLLET TYPE FIXTURE IS HELPF IN CENTERING THE SMALLER DRILL IN THE 1- 5/8" HOLE. 3. THE 1' HOLE SHALL BE FILLED WITH 1/4 OR 3/8" MESH PEA GRAVEL OR CRUSHED STONE. 4. SEALING IF NECESSARY, SHALL BE A HOT OR COLD PATCH FOR ASPHALT FOR BLACKTOP. FOR CONCRETE OR SIMILAR MATERIALS A STRONG 'HIGH EA QUICKRLY' CEMENT OR A QUICK SETTING PRODUCT, SUCH AS 'GOLD BOND' IS SUITABLE. THESE SHALL ® ®E /$fir FACILITIES DEPARTMENT s - 1 -5/8" l -L 5 „ P ER AVEM STEEL ENT OR POLYETH MATCH EXISTING 4" I SAW J CUT BGRADE APPROVED TRANSITION FITTING POLYETHYLENE STEEL DETAIL NO SCALE PLASTIC ATI IN TALLATION INSTRUCTIONS sic ENE) AVEMENT r- PAVEMENT SPECIFIED BEDDING, •* 12" LIFT, COMPACTED TO 95% OF ITS MAXIMUM UNIT WEIGHT AS DETERMINED BY ASTM D1557 BE USED WITH JUST EN' GH WATER TO MOISTEN. THE MIX SHALL T BE SLOPPY. A MIX THAT WILL HOLD TOGETHER WHEN SQUEEZED IN THE HAND D CRUMBLE WHEN TAPPED IS ABOUT RIGHT. AN ADDITIVE CAN BE UTILIZED WITH E SEALERS TO PREVENT DAMAGE 'M FREEZING BEFORE SETTING, IF THE T PERATURE DEMANDS. SEALER SHALL BE P • ) ON OUTSIDE AREA (NOT TOP OR BOTT OF PLASTIC UNIT. A UGFIT COATING IS THAT IS NECESSARY. HOWEVER, ONLY SUCK FILM SHOULD BE PLACED ON TH TAPERED PORTION NEAR THE TOP. THERE S -IULO BE SLIGHT FRICTION IN PLACING THE , IT IN THE HOLE. 5. PLACE THE UNIT IN THE HOLE. IT IS NECESSARY 0 DRIVE THE UNIT IN PLACE WITH A r BBER HAMMER OR BLOCK OF WOOD. NEVER -.E METAL TO DRIVE IN THE UNIT. WHEN "OPERLY INSTALLED THE TOP OF THE UNIT BE FLUSH WITH SURROUNDING PAVE ,ENT. SPECIFIED BACKFILL COMPACTED TO 95% OF ITS MAXIMUM UNIT WT. AS DETERMINED BY ASTM D1557 UNDERGROUND PIPE TRENCH DETAIL rTh NS 30" MIN A BACKFILL W.D.O.T. STANDARD SPECIFICATION 9 -03.10 ❑ AUBURN , WA . 98002 ❑ BELLEVUE,WA,98007 ❑ EVERETT, WA. 98201 ❑ KENT, WA.98031 ❑ PORTLAND ,OR,97220 IN RENTON, WA. 98055 ❑ SEATTLE, WA,98124 ELECTRICAL ISOLATION #18 COPPER TRACER WIRE DIRT GAS PIPING T G''DE •A BEDDING (STEEL PIPE) W.D.O.T. STANDARD SPECIFICATION 9 -03.15 ALL PERCENTAGES ARE BY WEIGHT 0 * BEDDINL8 (POLYETHYLENE PIPE) W.D.O.T. ANDARD SPECIFICATION 9 -03.16 ALL PER A NTAGES ARE BY WEIGHT ALL PERCENTAGES ARE BY W1`IGHT ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED GENERAL NOTES 1. BOEING'S GAS PROGRAM REPRESENTATIVE (BGPR) IS: YR: FIRM: CONTACT: PHONE NO.' 2. THIS DRAWING ISSUED TO PROVIDE INFORMATION NOT GIVEN ON GAS PIPING ARRANGEMENT DRAWINGS ISSUED FOR CONSTRUCTION. IF A CONFLICT EXISTS BETWEEN THE ARRANGEMENT DRAWINGS AND THIS DRAWING, THIS DRAWING SHALL TAKE PRECEDENCE. 3. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION AND INSTALLATION. 4. ALL CHANGES MUST BE APPROVED PRIOR TO CONSTRUCTION BY BOEING PLANT ENGINEERING, MECHANICAL GROUP. NO EXCEPTIONS. 5. PROVIDE A COMPLETE AND OPERATIONAL SYSTEM. PROVIDE ALL COORDINATION REQUIRED TO PERFORM AND COMPLETE ALL WORK. 6. FOR CONSTRUCTION PROJECTS THAT REQUIRE A NEW GAS SERVICE, COORDINATE WITH WNG WHO SHALL SUPPLY THE GAS MAIN, PIPING FROM MAIN TO METER, AND METER. 7. FOR MODIFICATIONS TO AN EXISTING GAS PIPING SYSTEM HAVING A WNG OWNED METER, NOTIFY WNG OF THE WORK TO BE PERFORMED BEFORE BEGINNING. 8. COORDINATE GAS SHUT -OFF WITH BOEING. PLACE ALL OFF -LINE EQUIPMENT BACK INTO FULL OPERATION AFTER CONSTRUCTION IS COMPLETED. 9. INDICATE THE AS -BUILT CONDITION OF THE FINISHED GAS PIPING SYSTEM BY MARKING -UP THE ORIGINAL CONSTRUCTION DRAWINGS. 10. PROVIDE THE ORIGINAL CONSTRUCTION DRAWINGS WITH MARK -UPS TO BGPR AT THE TIME OF THE PRESSURE TEST. THE TEST WILL NOT BE ACCEPTED WITHOUT THE MARK -UPS. MARK -UPS ARE SUBJECT TO APPROVAL. 11. FOR NEW GAS PIPING SYSTEMS REQUIRING A WNG OWNED METER, CONTACT WNG TO INSTALL THE METER AND SET THE OPERATING PRESSURE. WNG WILL NOT INSTALL THE METER UNTIL THE GAS PIPING HAS BEEN INSPECTED AND APPROVED BY 1) THE BUILDING INSPECTOR HAVING JURISDICTION AND 2) A WNG INSPECTOR. ALSO OBTAIN, AT THE TIME THE METER IS INSTALLED, COPIES OF WNG AS -BUILT DOCUMENTS OF ANY PIPING INSTALLED BY THEM. PROVIDE THESE DOCUMENTS TO BGPR. • 12. PROVIDE TEMPORARY HEATING TO MAINTAIN TEMPERATURES FOR AFFECTED AREAS. MAINTAIN THE FOLLOWING TEMPERATURES: OFFICES - 75'F, WAREHOUSES - 65'F. PRESSURE TESTING NOTES 1. PRESSURE TESTING SHALL BE WITNESSED BY REPRESENTATIVES OF BUILDING AUTHORITY HAVING JURISDICTION AND BGPR. THE PRESSURE GAUGE SHALL HAVE AS A MINIMUM: 6' DIAMETER DIAL ANSI GRADE A - 1% ACCURACY, AND A GRADUATE SCALE OF 0 -120 PSI, NOT TO EXCEED 0 -160 PSI. 2. ALL GAS PIPING SHALL BE PRESSURE TESTED 'BEFORE ANY FIXTURES, APPLIANCES, EQ UIPMENT SHUT -OFF VALVES, OH METERS CAN BE CONNECTED. THE TEST APPARATUS SHALL INCLUDE A PRESSURE RELIEF VALVE SET TO 110 PSI TO PREVENT THE GAS PIPING FROM BEING OVER PRESSURIZED. 3. NITROGEN, AIR, OR CARBON DIOXIDE SHALL BL USED TO PRESSURIZE THE GAS PIPING TO A MINIMUM PRESSURE OF 100 PSI FOR A PERIOD OF AT LEAST 30 MINUTES OR TO A PRESSURE AND FOR A PERIOD OF TIME AT THE DISCRETION OF THE BUILDING AUTHORITY HAVING JURISDICTION. 4. PURGE ALL NATURAL GAS FROM THE PIPING SYSTEM TO A SAFE EXTERIOR LOCATION USING NITROGEN, AIR, OR CARBON DIOXIDE BEFORE DISASSEMBLING FOR REPAIRS. 5. ANY REDUCTION OF GAS PRESSURE AS INDICATED BY THE TESTING GAUGES SHALL BE CONSIDERED TO INDICATE A GAS LEAK. LOCATE ALL LEAKS BY TESTING WITH A SOAP SOLUTION AND CONDUCT REPAIRS. 6. AFTER ALL LEAKS HAVE BEEN LOCATED AND REPAIRED, THE PIPING SHALL BE RE- TESTED BY PRESSURE TESTING, AS NOTED ABOVE, TO VERIFY THAT NO FURTHER LEAKS EXIST. 7. AFTER A SUCCESSFUL PRESSURE TEST AND, AFTER ALL FIXTURES, APPLIANCES, EQUIPMENT SHUT -OFF VALVES, AND METERS HAVE BEEN CONNECTED, ALL NEW CONNECTIONS AND POINTS OF CONNECTION TO EXISTING GAS PIPING SHALL BE TESTED WITH A SOAP SOLUTION UNDER OPERATING CONDITIONS. LEAKS SHALL BE REPAIRED AND RE- TESTED UNTIL NO LEAKS ARE PRESENT. 8. WITH BGPR, COMPLETE THE PRESSURE TEST FORM, FOLLOWING AN ACCEPTABLE PRESSURE TEST. PAINTING AND LABELING NOTES 1. ALL ABOVEGROUND EXTERIOR PIPING SHALL AE GWEN TWO (2) COATS OF INDUSTRIAL EXTERIOR PAINT, ONE PRIMER COAT AND ONE COLOR COAT. THE COLOR SHALL MATCH EXISTING BUILDING WALL, IF PIPING IS MOUNTED TO WALL, OR SUPPLY PIPING COLOR. 2. ALL NON- BURIED GAS PIPING SHALL BE MARKED WITH LABELS AND ARROWS PLACED SO AS TO BE READABLE FROM THE FLOOR. THE PLACEMENT SHALL BE EVERY 25 FEET MAXIMUM ALONG PIPING, AT ALL CHANGES IN DIRECTION OF PIPE, IMMEDIATELY ADJACENT TO ALL VALVES AND AT POINTS WHERE PIPING EMERGES FROM WALL S FLOORS. . q?D /3 rrs 3. THE PIPING SURFACE, PRIOR TO PAINTING OR LABELING, SHALL c RENDERED FREE OF DUST, DIRT, MOISTURE, OIL, RUST, AND OT p' p FOREIGN SUBSTANCES. W B BY DATE 8 -25 -94 SIIOTITLE 1. ALL GAS PIPING SHALL BE INSTALLED ACCORDING TO CHAPTER 12, "FUEL GAS PIPING OF THE UNIFORM PLUMING CODE (UPC) AND SECTION 54, 'NATIONAL FUEL GAS CODE, .QF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA). ALL REFERENCES TO THE UPC REFER TO THE 1991 EDITION. ALL REFERENCES TO THE NFPA REFER TO THE 1992 EDITION. SHOULD THERE BE-;ANY CONFUCTS BETWEEN NOTES ON THIS DRAWING AND ANY REFERENCED CODES OR GUIDELINES, THE MORE STRINGENT SHALL TAKE PRECEDENCE. THE FOLLOWING NOTES FOR THE INSTALLATION OF GAS PIPING ARE IN NO WAY INCLUSIVE OF ALL GUIDEUNES THAT REED TO BE FOLLOWED. 2. PROVIDE A 1/2" TEST PORT TO BE INSTAI I ED ON THE MAIN SUPPLY UNE JUST DOWNSTREAM OF THE METER SET ON BOEING OWNED PIPING. THE TEST PORT SHALL CONSIST OF A SOCKOLET, A SOCKET WELD BY THREADED NIPPLE (POE/TOE), AND A 1 /21TBUTTERBALL BUTTERFLY VALVE WITH A PLUG. 3. ALL FERROUS GAS PIPING 2 INCH & UNDER SHALL BE SOCKET WELDED AND ALL PIPING 2 1/2 INCH & OVER SRMLL BE BUTT WELDED. WHEN TUBING IS SPECIFIED. FITTINGS SHALL BE SWAGELOK. ALL WELDS SHALL BE PERFORMED BY A WELDER WHO=HOLDS A VALID CERTIFICATE OF COMPETENCY FROM A RECOGNIZED TESTING LABORATORY BASED ON DEMONSTRATED ABILITY IN MEETING SECTION IX OF THE ASME BOILER AND PRESSURE VESSEL CODE. THREADE(TFITTINGS ARE ALLOWED IN THE SHORT SECTIONS OF PIPING FROM AND INCLUDING THE EQUIPMENT SHUT -OFF VALVE TO THE EQUIPMENT. 4. WHERE UNIONS ARE NECESSARY, RIGHT ANL) LEFT NIPPLES AND COUPLINGS SHALL BE USED. GROUND - JOjNT UNIONS MAY BE USED AT AT EXPOSED FIXTURE, APPLIANCE, OR EQUIPMENT CONNECTIONS AND IN EXPOSED EXTERIOR LOCATIONS IMMEDIATELY ON THE DISCHARGE SIDE OF A BUILDING SHUTOFF VALVE. BU(HINGS SHALL NOT BE USED. • 5. ALL UNDERGROUND GAS PIPING SHALL BE ELECTRICALLY ISOLATED FROM ABOVEGROUND PIPING USING DIELECTRIC UNIONS AND FLANGE INSULATION KITS. TEST FOR CONTINUITY FOLLOWING THE INSTALLATION OF ANY ELECTRICAL ISOLATION DEVICE. ANY ISOLATION WITH AN ELECTRICAL RESISTANCE OF 100'4<ILO -OHMS OR GREATER SHALL BE DEEMED AS TO ELECTRICALLY ISOLATE,,THE PIPING. 6. ALL UNDERGROUND FERROUS GAS PIPE SHALL HAVE AN APPROVED MACHINE APPLIED COATING. FIELD WRAPPING IS RESTRICTED TO THOSE SHORT SECTIONS AND FITTINGS NEEESSARILY STRIPPED FOR WELDING. ALL PIPING SHALL BE HOLIDAY PRIOR TO BEING PLACED IN THE TRENCH. THE TRENCI SHALL PROVIDE A FIRM AND SUBSTANTIALY CONTINUOUS SURFACE OF SUPPORT, FREE OF ANY OBJECTS THAT MAY DAMAGE THE COATING OR WRAPPING. FIELD WRAPPING OF CONNECTIONS MADE IN THE TRENCH SHALL ALSO BE HOLIDAY TESTED. ALL DEFECTIVE AREAS SHALL BE REPAIRED AND RETESTED. HOLIDAY TESTS SHALL BE WITNESSED BY BGPR. DIRT, FREE OF ANY OBJECTS THAT MAY OBJECTS TH/ }"• MAY DAMAGE THE PIPE COATING, SHALL BE HAND SHOVELED UNTIE. THE PIPING HAS BEEN ENTIRELY COVERED. THEN, MACHINERY M+1Y BE USED TO COMPLETE THE BACK FILLING. FOR PIPING UNDER PAVEMENT, SEE DETAIL 3. 7. U. GAS PIPING INSTALLATION NOTES UNDERGROUND PLASTIC PIPING SHALL HAVE A NUMBER 18 TRACER WIRE INSTALLED WITH AND WRAPPED AROQND THE PIPE. THE PIPING SHALL HAVE A MINIMUM OF 18 INCHES OF EARTH COVER AND SHALL BE INSTALLED WITH STEEL RISERS IN ACCORDANCE WITH UPC SECTION 1213 (E). SEE DETAIL 2. ELECTRICAL ISOLATION SHALL BE INSTALLED BETWEEN THE STEEL RISEN "AND ABOVEGROUND GAS PIPING. FOR PIPING UNDER PAVEMENT, DETAIL 3. PIPING MATERIAL SHALL BE AS LISTED IN : "MATERIAL LIST" ON THIS DRAWING. 9. PIPING SHALL BE SUPPORTED AT DISTANCES AS GIVEN IN "PIPING SUPPORT TABLE" ON THIS DRAWING. SUPPORT ALL TUBING AT DISTANCES AS GIVEN IN "TUBING SUPP01) TABLE" ON THIS DRAWING. SEISMICALLY BRACE ALL GAS PIPING THAI'TIS 1 INCH NOMINAL DIAMETER OR LARGER. TRANSVERSE BRACING SHAW BE AT 20 FEET MAXIMUM AND LONGITUDINAL BRACING SHALL BE AT 40 FEET MAXIMUM. EXCEPTION: PIPING SUSPENDED BY INDIVIDUAL HANGERS 12 INCHES OR LESS IN LENGTH, AS MEASURED FROM THE TOP Qt: THE PIPE TO THE BOTTOM OF THE SUPPORT WHERE THE HANGER IH•ATTACHED, NEED NOT BE BRACED. SEE "SEISMIC RESTRAINT MANUAL GUIDELINES FOR MECHANICAL SYSTEMS" BY SMACNA. 10. PRESSURE TEST ALL NEW GAS PIPING TI) BE INSTALLED. PRESSURE TESTS SHALL BEI PERFORMED ACCORDING TO "PRESSURE TESTING NOTES" ON THIS DRAWING. PRESSURE TEST FORM (EXAMPLE PROVIDED ON THIS DRAWING) SHALL BE PROVIDED BY BGPR AND COMPLETED BY BOTH BGPR AND THOSE CONDUCTING THE TEST. PRESSURE TESTS ARE TO BE WITNESSED BY THE BUILDING AUTHORITY RAVING JURISDICTION AND BGBR. CONTACT BGPR ONE WEEK BEFORE TEST. ALL VALVES SHALL BE APPROVED TYPES_ AS LISTED IN THE "MATERIAL LISP ON THIS DRAWING. VAIyE OPERATING HANDLES, IF NOT FASTENED TO THE VALVE, SHALL SE ATTACHED BY CHAIN TO THE PIPING NEAR THE VALVE TO ALLOW FULL OPERATION OF VALVE. A SINGLE HANDLE MAY BE USED TO OPERATE MORE THAN ONE VALVE AT THE SAME LOCATION. 12. PROVIDE PLASTIC AUTOMATIC TEST INSERTS ( ATI'S) ALONG ALL UNDERGROUND GAS PIPING INSTALLED ON' BOEING PROPERTY. THE SPACING SHALL BE FIFTEEN FEET MAXIMUM. THE EXACT PLACEMENT OF THE INDIVIDUAL ATI'S SHALL BY FIELG'LOCATED AS REQUIRED TO AVOID UTILITIES AND OBSTRUCTIONS. THE ATI'S SHALL NOT BE PLACED DIRECTLY OVER BURIED PIPE TO PERMITTfUTURE EXCAVATION WITHOUT DISTURBING THE ATI'S. SEE DETAIL 1, QN THIS DRAWING, FOR ATI INSTALLATION PROCEDURES. ALL INSTA;I €D ATI'S SHALL BE MADE VISIBLE BY A PAINTED YELLOW RING AR(IIND THE HEAD OF EACH ATI. THE RING SHALL HAVE AN OUTER DIAMETER OF 5" AND AN INNER DIAMETER EQUAL TO THAT OF THTTHEAD OF THE ATI. RECEIVED CITY OF TUKWILA EC 15 1994 , PERMIT CENTER STANDA' I NOTES & DETAILS FOR GAS PIPING FABRICATION rrisGroup Inc. 93 :1535 354645 -001 DWG NO. STDDWG3 REVISIO AS –BUILT J #590008 MUELLER –BRASS MOVE –IN J #590024 -3 FUTURE BAND SAW RELOCATED TOR1T MODEL 70 DUST COLLECTOR FLOOR SWEEP – (NORLOCK 6FS) T{ EL 10' -0" AFF 7-8-1/2" EL 15' -9" AFF 1M10 M500 1' -0' O ® rn c i L Loh%!R i SYMBOLS s XX —i CENTER LINE PIPING IDENTIFIER, SEE ABBREVIATIONS PIPING TURNING TOWARD PIPING TURNING AWAY TEE DUCT SLIDE GATE CLEAN OUT 1/2' COMPRESSED AIR OUTLET (DUPLEX) TEMPERATURE SENSOR EYE WASH FOUNTAIN cr PLAN VIEW SCALE: 1/8 " =1' -0" 0 3 (, r X / FACILITIES DEPARTMENT SUPPLY OR EXHAUST TAKEOFF SUPPLY DUCT TURNING TOWARD SUPPLY DUCT TURNING AWAY EXHAUST DUCT TURNING TOWARD. EXHAUST DUCT TURNING AWAY ROUND DUCT TURNING TOWARD ROUND DUCT TURNING AWAY SINGLE LINE DUCTWORK INDICATES VIEW DIMENSION EQUAL TO OR LESS THAN 18 INCHES �—C C— - --CC -- DIRECTION OF RISE FOR DUCT EQUIPMENT IDENTIFIER El l.J i FLEXIBLE CONNECTION TURNING VANES -- SUPPLY GRILLE ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION 5 APPROVED APPROVED BY DEPT. DATE DRAWN BY FSi CHECKED GR C nVPkavLD 10/ ABBREVIATIONS A AFF BTUH CFM DIA DP DWG EDB EWF EXIST GA GALV SUBTITLE TITLE AIR ABOVE FINISHED FLOOR BRITISH THERMAL UNITS PER HOUR CUBIC FEET PER MINUTE DIAMETER DIFFERENTIAL PRESSURE DRAWING ENTERING DRY BULB TEMPERATURE EXISTINGSH FOUNTAIN � \AVO RO V0 NATURAL GAS GAGE GALVANIZED Pe 21 \994 F,ei HVAC PLAN BUILDING 25 -70 G NERAL NOTES SAWDUST COLLECTION BRANCH LINES SHALL BE EXTENDED TO THE ANTICIPATED LOCATIONS OF EQUIPMENT MARKED AS "FUTURE'. BLAST GAT ON BRANCHES TO THIS EQUIPMENT SHALL RE:_USED TO BALANCE TO THE AIR QUANTITIES SCHEDULED ON DWG M500. 2. PRIOR TO %OMMENCMENT OF ANY WELDING OR OTHER HO`WORK, CONTACT THE BOEING FIRE INSPECTOR (MICHELLE DEFREEZE, 237 -2880) TO OBTAIN THE BOEING POLICY FOR HOT WORK. CONSTRUCTION NOTES PROVIDE NEW f" ROUND DUCT SECTION BETWEEN EXISTING SUPPLY DUCT AND EXISTING RESTROOM DIFFUSER. z ' CONNECT NEW, DUCT SECTION TO EXISTING SUPPLY DUCT..` CONNECT NEW DUCT SECTION TO EXISTING RESTROOM DIE, JSER. a> REPAIR OR REI_'LACE LEAKING 6" ROUND DUCT SECTIONS. TENT FOR LEAKAGE AND SEAL AS RQD. IE REMOVE EXISTING INSULATION AND REINSULATE ALL EXISTING 6" R(,UND DUCTWORK SECTIONS. REMOVE EXISTING WOO DUCT SUPPORTS AND RESUPPORT FROM ROOF AV.. 6" ROUND DUCTWORK SECTIONS. PROVIDE NEW INSULATION ON EXISTING RECTANGULAR SUPPLY DUCT4RK. PROVIDE ROOF' :PENETRATION. PROVIDE ROOF VENT AND DUCTWORK TO DUCT HEATER. PROVIDE NEW OCT HEATER AND VENT STACK. PROVIDE ROOF')IENT PENETRATION. MAINTAIN 6" CLEARANCE BETWEEN VENT AND COMBUSTIBLE MATERIALS. PROVIDE DUCTWORK AND OUTLET REGISTER. AIM REGISTER TRAVEL AT ROOF LEVEL. L> SET THREE EXISTING ROOF EXHAUST DAMPERS TO 10% OPEN POSITION; SECURE DAMPERS IN POSITION. D> METALWORKING - AND WOODWORKING EQUIPMENT FURNISHED BY., OWNER, INSTALLED BY CONTRACTOR. RELOCATE EQUIPMENT TO POSITIONS SHOWN ON DWG. INSTALL SAWDUST COLLECTION DUCTWORK AFTER EQUIPMENT LOfATIONS ARE DETERMINED. PROVIDE WALL PENETRATION FOR 11" DUCT. PROVIDE CONCKETE PAD. SAWDUST COLLECTION SYSTEM AND ACCESSORIES. PROVIDE DUCTWORK DOWNSTREAM OF SAWDUST COLLECTION UNIT. PROVIDE 18" X 24" PENETRATION THROUGH WALtTO SECONDARY FILTER. PROVIDE SECONDARY FILTER. RECEIVED CITY OF TUKWILA DEC 1 5 1994 PERMIT CENTER GND GROUNIT HP HORSEPOWER LDB LEAVING DRY BULB TEMPERATURE MIN MINIMUM' NFPA NATION4L FIRE PROTECTION ASSOCIATION NIC NOT IN .CONTRACT TYP TYPICAL UH UNIT HATER UMC UNIFORM MECHANICAL CODE VD VOLUMC :DAMPER I MI, knnrn DWG NO. FACILITY SUPPORT, inc. Design /Monogement Services LAST REVISION SYMBOL SHEET 1M10 JOB No. 590024 -3 DATE OF COMP N0. REVISION BY APPROVED DATE SYM ID REVISION PARTIAL PLAN VIEW SCALE = I /g" = 1 ! Q mq� -o �gq BY APPROVED DATE FILIER SAGS Af7,47.61AW FACILITIES DEPARTMENT 1/2". 1=0" SCALE. SECTION 6)k, W EQUIPMENT CYCLONtE SEPAIZAttK MFR TOR VT* MODEL t - as - AIRFLowl : 2100 CFMK • sm F12E )gE : 3, "14,C FAN MOrfOR 3 KP. EF1=1C\ENC/ 98% c 12 MIeRcIJtt FtCTER , E3Aa EFr1CtENC(s `1cL%% I 1•4tC1 crJ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 El PORTLAND, OR. 97220 RENTON, WA. 98055 ❑ SEATTLE, WA. 98124 MININWM 10' -O' -To asITcp, ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE APPROVED APPROVED Construction Notes:, 1. Fabricate and install exhaust duct system as shown on sketches. Straight runs of duct shall be fabricated of 20 gauge, spiral wound, galvanized steel. Fittings and elbows shall be fabricated of 18 gauge, spiral wound, galvanized steel. 2. Joints shall be flanged, gasketed, and bolted. 3. Branch connections shall enter main at an angle of 30 degrees to the main in the horizontal plane only. 4. Bottom of ductwork mains to be a minimum of 10• -0 above finished floor. Field measure prior to installation. 5. Blast gates shall be provided of the sliding type, lockable, steel construction and the same diameter as the ductwork it installed in. Blast gates shall be provided in the horizontal portion of the branch ducts next to mains as well as the mains and shall be used as the volume dampers. 6. Support all ductwork at 12 foot intervals and changes of direction from building structural rnembers or supplementary members. Hangers, seismic restraints, and supports shall be fabricated and installed in accordance with SMACNA Standards. 7. Provide flexible duct connector between ductwork and dust collector fan inlet. Duct connector shall have high tear strength and high abrasion resistance.Connector shall have a flame spread rating of, less than 25 and a smoke development rating of not over 50. 8. Vertical branch terminations shall be 6 ft. -0 inches above finished floor, with a 1/4 inch diameter weld bead placed 2 inches from duct end to facilitate flexible duct connection. 9. Transitions at the end of branch terminations shall be as follows: 10. Flexible ducts / hoses shall be installed between the branch terminations and the equipment. Flexible ducts shall have high tear strength and high abrasion resistance. Ducts shall have a flame spread rating of less than 25, a smoke developmer:rati,g of not over 50, and a minimum negative pressua. rating of 6.0 inches water column. Flexible ducts shaltbe steel helix reinforced neoprene impregnated fabric or approved substitute. Flexible ducts shall be attached to exhaust system ductwork and equipment with stainless steel band clamps. 11. Provide gasketed, hinged, access / inspection doors with positive latching mechanisms. 12 Prime and paint all rigid ductwork light gray. 13 Balance airflows through all ducts as per indicated values on sketch and provide balance report including dust collector parameters such as total airflow, total fan static pressure, fan rpm, amperage draw, and voltage. AHEM - .111111M1 4' 11 MIMI NECKED • a. Planer : no transition b. Table Saw : 6 inch to 5 inch c. Sander : 6 inch to 4 inch SUBTITLE DUST COLLECTION SYSTEM TITLI BUILDING 25 -70 COLUMNS F=G/ 2 -3 REF DWG_ : PpPR 1995 Is;,l yttG D z5 -7O -I MIO RECEIVED CIN OF TUKWILA NI l 3 1 1995 PERMIT CENTER LAST REVISION SHEET MIOA JOB NO. DWG NO. 25 - 70 - IMIOA OF rfful rh PLAN VIEW SCALE: 1/8'' =1 ' -0" SYM A ROASION MUELLER — BRASS MOVE — IN J #590024 - 3 BY APPROVED DATE SYM FSi 10/21/94 REVISION BY APPROVED DATE FACILITIES DEPARTMENT ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN BY FSI CHECKED ENCR CHECKED WANED APPROVED 9AO, SUBTITLE 21/94 TITLE 1A rrunnEr TI F,dACTFR PIPING PLAN BUILDING 2570 GENERAL NOTES ED PROVIDE SHOP TYPE HORIZONTAL TANK MOUNTED AIR COMPRESSOR, 120 GALLON ASME STAMPED TANK, RATED FOR 25 SCFM AT 100 P$IG. 7 -1/2 HP, 460/3/60 MOTOR, INCERSOLL —RAND 2540E7.5 OR APPROVED>SUBSTITUTE. PROVIDE AIR FILTER, CARTRIDGE TYPE WITH LIQUID DRAIN, PARKER 07F47A OR SIMILAR. ED PROVIDE 5s_LF CONTAINED EMERGENCY EYE WASH FOUNTAINS, SIX TOTAL, REQUIRING NO WATER SUPPLY OR DRAIN. PROVIDE HAWS MODEL 7590 OR APPROVED SUBSTITUTE. 3. FOR SYMEI LS AND ABBREVIATIONS, SEE DWG 1M10 : ® EXTENSION _OF GAS PIPING SHALL BE IN ACCORDAN WITH REFERENCE DWG STDDWG3, / HEET M -1. EXISTING GAS PIPING SYSTEM DOES NOT REQUIRE MODIFICATION. 5. PRIOR TO COMMENCEMENT OF ANY WELDING OR OTHER HQk WORK, CONTACT THE BOEING FIRE INSPECTOR (MICHELLE DEFREEZE, 237 -2880) TO OBTAIN TEL BOEING POLICY FOR HOT WORK. CONSTRUCTION NOTES TIE INTO 'EXISTING GAS LINE USING 3/4 WELDOLE1 :: EXTEND •}/4 NATURAL GAS PIPING TO NEW DUCT HEATER. PROVIDE SHUTOFF VALVE AND REDUCER'`CONNECT TO COMBINATION VALVE PROVIDED•WITH DUCT HEATER. RESTART ALL EXISTING NATURAL GAS UNIT HEATERS AFTER NG LINE MODS ARE COMPLETE. INSULATE LAND IDENTIFY ALL CW AND HW PIPING AaOVE OFFICE (NOT SHOWN). ASSUME 200 FT. .,''/2" DIA. PIPE, 100 FT 3/4" DIA. PIPE. MOUNT EYEWASH STATIONS TO COLUMNS OR TO STEELISHELVING ALONG NORTH WALL AS APPROPRIATE. ANCHOR OPPLEX AIR DROPS TO WALL OR COLUMN. FUSE UNISTRUT AND EXPANSION CASE ANGiIORS OR SIMILAR METHOD. PROVIDE a" HIGH HOUSEKEEPING PAD FOR AIR COMPRES .OR, LENGTH AND WIDTH AS SHOWN ON DWG 5280. MOUNT AIR COMPRESSOR IN ACCORDANCE WITH MANUFACTURERS INSTRUC— TIONS. PROVIDE I 2" VERTICAL DIRT LEG IN AIR PIPING AT POINT :OF CONNECTION TO AIR COMPRESSOR. INSTALL 4 FILTER DOWNSTREAM OF DIRT LEG. SUSPEND CA PIPING WITHIN 12" OF CEILING OR USE WALL .`MOUNTED UNISTRUT SUPPORTS TO AVOID SEE >MIC BRACING REQUIREMENTS. \S ypE\ \N‘i vtO PA \ cC \ `6 ®� '� v R OF TUKWILA \ C i 5 1994 PERMIT CENTER cnl A — 1 - IONGACRES PARK FSi, FACILITY SUPPORT, inc. Design /Monogement Services SYMBOL DATE LAST REVISION SHEET 1M 210 JO e NO. 590024 -003 NO. O c. —Ill— t 1101 11 DE COMP N0. EQUIPMENT BRANCH DROP SCHEDULE EQUIPMENT SYMBOL DESCRIPTION OF EQUIPMENT CFM REMARKS 1 TABLE SAW. 400 (FUTURE) - 2 BELT SANDER (DELTA) 225 OF DESIGN 6 DISC SANDER (MAX) 225 1M10 7 VERTICAL BANDSAW 225 (FUTURE) 8 JOINTER (DELTA) 400 70 10 SPINDLE SANDER (MAX) 225 (FUTURE) 12 MITER SAW (DELTA) 225 13 PLANER (ROCKWELL) 400 (FUTURE) NATURAL GAS FIRED DUCT HEATER SCHEDULE EQUIP. NO. AREA SERVED DWG. NO. LOCATION CFM FAN E.S.P. t. 1 INPUT BTUH OUTPUT BTUH ,_ D . B . LD.B. OF DESIGN REMARKS DH -1 WAREHOUSE 1M10 OFFICE MEZZ 1000 1.0 3/4 67500 54000 20 70 REZNOR CXE 75 H 1,2,3,4,5 SAWDUCT COLLECTOR SCHEDULE EQUIP. NO. DWG. NO. CFM BLOWER E.S.P. BLOWER HP BASIS OF DESIGN REMARKS DC -1 1M10 3225 11.0 15 STERNVENT DKRH 360 1,2,3,4,5 1 2 3 4 5, 2 3 4 5 GRAVITY TYPE VENT CAP OUTSIDE AIR FILTER STAINLESS STEEL HEAT EXCHANGER AND BURNER LIMIT CONTROL (HIGH TEMPERATURE) BUILT -IN- CONTROLS NEMA 4 CONTROL PANEL WITH MOTOR STARTERS SECONDARY FILTER /ABORT DAMPER /INFRARED SPARK DETECTION FOR EXF7d1ST RECITE PROVIDED WITH DUCT MOUNTED EXPLOSION VENT REMOTE START /STOP PUSHBUTTON STATION FAN DISCHARGE SILENCER SEE ARCH DWGS FOR ROOF CURB SEE STRUC DWGS FOR -ROO 7' o' 18'x18' VENT PACE 'SKYCAP ALL FIBERGLASS OR SIMILAR 18x18 12' 0 rfl9fO SECTION SCALE: 3/8' = 1' -0" 81 1 M 10 M500 DH -1 5" VENT. SEE DETAIL 3 THIS SHEET - 18x12 OFFICE MEZZANINE LEVEL MUELLER -BRASS MOVE -IN J #590024 -3 FSi 10/21/94 SYM REVISION DATE BY APPROVED SHROUD DETAIL SCALE: NONE 6x24 I I F- GUARDRAIL DRUM LOUVER KRUEGER SERIES DPL M5000M500 AZIZeilrISW FACILITIES DEPARTMENT GROMMETS SPACED AS REQUIRED 7' -6" 1/2" PIPE NIPPLE 11" EL _ 4' -0" AFF 3/4' PIPE 1/2 "x3/4' REDUCER 1/2 BALL VALVE DUPLEX AIR DROP DETAIL SCALE: NONE RUPTURE DISK FIKE V - - ( .:S 11 "x11 "x11" TEE. INSTALL RUPTURE DISC FACING UPWARD. WASTE BIN PROVIDED BY BOEING (36"x54'x30" HIGH) 1/2 TEE 1/2 STREET ELL (TYP. OF 2) QUICK CONNECT FITTING CEJN 320 SERIES, 1/2" OR EQUAL (TYP. OF 2) SECTION SCALE: 1/2" = 1' -0" 1M1d 0 18"x24" ELBOW TO SECONDARY FILTER ABORT DAMPER SUPPORT FROM BUILDING WALL FLEX CONNECTION 18"x24 EXHAUST MUFFLER B 1M10�M500 FABRIC SHROUD SEE DET 1, THIS SHEET GAS FIRED HEATER • VENT ABOVE ROOF DETAIL SCALE: NONE 5 -0" 7' -0" 11' -9" cD1 SUBTITLE TITLE BIRD -PROOF GAS VENT CAP RAIN SKIRT SOLDERED WATERTIGHT TALL CONE FLASHING SEE ARCH DWGS FOR ROOF CURB SEE STRUC DWG FOR ROOF OPENING DIRECT BYPASS DAMPER DISCHARGE TO EAST 24x18 ELBOW M500IM500 3' -3" SECTION SCALE: 1/2" = 1' -0" 1M10 M500 DETAILS & SCHEDULES BUILDING 25 -70 GENERAL NOTES ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEP, DATE TMY CHECKED WBH WBH MGE ED APPROVED 10/21/94 91394 9/13/94 10/13/94 1. FOR SYMBOLS AND ABBREVIATIONS, SEE DRAWING 1M10. SHROUD SH4L BE PROVIDED TO CREATE AIRTIGHT SEAL BETWEEN HOPPER AND WASTE BIN. SHROUD TO BE MANUFACTURED FROM FIRE RESISTANT HERCULITE 4 SEAL TO BE MADE USING ELASTIC CORD PASSING THROUGH GROMMETS SPACED AS REQUIRED. SiROUD SHALL BE AS MANUFACTURED BY RAINIER INDUSTRIES, SEATTLE, WA. CONSTRUC [ION NOTES PROVIDE SHROUD BETWEEN HOPPER AND WASTE BIN. .• SUPPORT DUCT FROM BUILDING WALL USING WELDED 1 "x1 "x1/8" ANGLE SUPPORTS OR SIMILAR METHOD. MOUNT DUCT'S.TAT IN SUPPLY DUCTWORK. ® CONNECT D1,' T HEATER IN ACCORDANCE WITH MANUFACTURgRS REQUIREMENTS. SET FOR 70 DEGREES LEAVING AIR TEMPERATURE. - h- 2' -0" ----SEE DWG S28D FOR WALL PENETRATION DETAILS 24 "x52" SECONDARY FILTER FARR MODEL 3P GLIDEPACK WITH RIGA -FLOW 200 MAIN FILTER AND 2" PREFILTERS RECEIVED CITY OF TUKWILA DEC 15 1994 PERMIT CENTER FS LAST REVISION SHEET 5 0 0 JOB No. 590024 -003 FACILITY SUPPORT, Inc. Design /Management Services SYMBOL DATE OF COMP NO.