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HomeMy WebLinkAboutPermit M02-032 - SEGALE BUSINESS PARKft M02-032 Segale Sawdust Collection 5811 Segale Pk Dr C Parcel No.: 3523049018 Address: 5811 SEGALE PARK DR C TUKW Suite No: Tenant: Name: SEGALE BUSINESS PARK Address: 5811 SEGALE PARK DR C, TUKWIA, WA Owner: Name: LA PIANTA LTD PARTNERSHIP Address: PO BOX 88050, TUKWILA WA Contact Person: Name: MIKE WIRE Address: 1551 SOUTH TACOMA WY, TACOMA, WA Contractor: Name: SCHNEIDER/SIMPSON S -M /BLR CO I Address: 1551 S TACOMA WAY, TACOMA, WA Contractor License No: SCHNESCO35J8 DESCRIPTION OF WORK: FABRICATE AND INSTALL SAWDUST COLLECTION SYSTEM FOR CARPENTER SHOP. Value of Construction: Type of Fire Protection: Permit Center Authorized Signature: 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 onstruction or the perform ce of work. I am authorized to sign and obtain this mechanical permit. Signature: Print Name: doc: Mech City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 / ( //b 4.49e.z /, /l ite E MECHANICAL PERMIT MO2-032 Permit Number: MO2 -032 Issue Date: 02/21/2002 Permit Expires On: 08/20/2002 Phone: (206) 575 -3200 Phone: 253 - 208 -1230 Phone: 253 - 472 -4461 Expiration Date: 05/01/2002 $9,500.00 Fees Collected: Uniform Mechnical Code Edition: th/u Ow Date: Date: $56.00 1997 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. Printed: 02 -21 -2002 OC 2 u) w LL Q, !/2d F. • �O. w 2 Dc o O N . 0t— w w Z O� Z 1 DEPARTMENTS: Builtling''vision 1 1.14. Public Works Complete Comments: - 71 TUES /THURS ROUTING: Please Route \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MO2 -032 PROJECT. NAME: Segale — Sawdust Collection DATE: 02 - 12 - 02 SITE ADDRESS: 5811 Segale Park Drive C SUITE # ik Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Structural Review Required Approved ri Approved with Conditions CORRECTION DETERMINATION: Fire revention Planning Division le Pfr Structural n Incomplete n Not Applicable n DUE DATE: 02-12-02 No further Review Required APPROVALS OR CORRECTIONS: (4 weeks) DUE DATE 03 -12 -02 PERMIT COORD COPY Permit Coordinator xt REVIEWER'S INITIALS: DATE: Not Approved (attach comments) ri REVIEWER'S INITIALS: DATE: DUE DATE Approved n Approved with Conditions ri Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: MO2 -032 DATE: 02 -12 -02 PROJECT NAME: Segale — Sawdust Collection SITE ADDRESS: 5811 Segale Park Drive C SUITE # Original: Plan Submittal Response to Incomplete Letter # p p Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES /THURS ROUTING: Please Route n REVIEWER'S INITIALS: WRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP CORRECTION DETERMINATION: Fire Prevention Structural Incomplete n Structural Review Required APPROVALS OR CORRECTIONS: (4 weeks) Approved Approved with Conditions. REVIEWER'S INITIALS: -Gtr n n Planning Division n Permit Coordinator DUE DATE: 02-1 2-02 Not Applicable n Comments: No further Review Required DUE DATE 03 -12 -02 DATE: Not Approved (atta h co ments) n DATE: 2 DUE DATE Approved Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: PERMIT NO.: 1 2, ©J' MECHANICAL PERMIT APPLICATIONS INSPECTIONS ❑ 2 Pre- construction 0 50 WSEC Residential 60 WA Ventilation/Indoor AQC 610 Chimney Installation/All Types 700 Framing 1080 Woodstove 1090 Smoke Detector Shut Off 1100 Rough -in Mechanical 1101 Mechanical Equipment/Controls 1102 Mechanical Pip/Duct Insul 1105 Underground Mech Rough -in 1115 Motor Inspection 1400 Fire - Final 1800 Mechanical - Final 4015 Special -Smoke Control System leD budwknf loot oss CONDITIONS 0 0 10001 No changes to plans unless approved by Bldg Div 10002 Plumbing permits shall be obtained through King Co 10003 Electrical permits obtained through L & I 10005 All permits, insp records & approved plans available 10014 Readily accessible access to roof mounted equipment 10016 Exposed insulation backing material 10019 All construction to be done in conformance w /approved plans 10027 Validity of Permit 10036 Manufacturers installation instructions required on site 10041 Ventilation is required for all new rooms & spaces 10042 Fuel burning appliances 10043 Appliances, which generate. Water heater shall be anchored.... 00 23 •.. 1 irerrbr to ...make. Additional Conditions: TENANT NAME: FEES Basic Fee (Y/N) Supplemental Fee (Y/N) Plan Check Fee (Y/N) Furnace/Burner to 100,000 BTU (qty) Over 100,000 BTU (qty) Floor Furnace (qty) Suspended/Wall/Floor - mounted Heater (qty) Appliance Vent (qty) Heating/Refrig/Cooling Unit/System (qty) Boiler /Compressor to 3 HP /100,000 BTU (qty) to 15 HP /500,000 BTU (qty) to 30 HP /1,000,000 BTU (qty) to 50 HP /1,750,000 BTU (qty) over 50 HP /1,750,000 BTU (qty) Air Handling Unit to 10,000 cfin (qty) over 10,000 cfin (qty) Evaporative Cooler (qty) Ventilation Fan (qty) Ventilation System (qty) Hood (qty) Incinerator — Domestic (qty) Incinerator — Comm/Ind (qty) Other Mechanical Equipment (qty) Other Mechanical Fee (enter $S) Add'l Fees — Work w/o Permit (Y/N) Insp Outside Normal Hours (hrs) Reinspections (hrs) Miscellaneous Inspections (hrs) Add'l Plan Review (hrs) Plan Reviewer: Permit Tech: „ Y t +u1 Cot teeAlb r Date: ?i Date: ' • I VY•Old z 1 , 00 NO cow Nw w° N � uj O ON 0 1-- WW O Iii Z U _ O h- z ACTIVITY NUMBER: MO2 -032 DATE: 02 -12 -02 PROJECT NAME: Segale - Sawdust Collection SITE ADDRESS: 5811 Segale Park Drive C SUITE # I A Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works n Complete n Comments: DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved n \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP CORRECTION DETERMINATION: Fire Prevention Structural Incomplete C Structural Review Required C -53 APPROVALS OR CORRECTIONS: (4 weeks) Planning Division ' c_ - Permit Coordinator DUE DATE: 02-1 2-02 Not Applicable DUE DATE 03 -12 -02 n Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: No further Review Required DATE: 2-1 1 1 1 0Z Project Name/Tenant: , SEGAGE ogi'V 6 S akK — GAW60S7 Ca / /eC T /on/ L� Value of iechanical Equipment: l'`' 9,,5'd0 Site Address : City State/Zip: SB // SeGRLI✓ PARK D er Ve C 7 7Lk wi 2Ai /414. ;i/g Tax Parcel Number: 3s-2 3 0 // - 90/8 Property Owner: , . ANT 21 C Phone: (206 ) 3 ZS 2SS Str t Addr s: City State/Zip: � o 6 o)/ BSoaS ) 77,kw> »A , /J9 78/38 Fax #: ( ) Contractor: sc 6 005o4/ S'leer niemL Phone: (2.5 ) /Z _ .y9 / Street Address: City State/Zip: /s So cA 7' c 'l9fl 41,5 74Ceni.9, ,W4. 9850 9 Fax #: (2s .v75-- 986y Contact Person: �/ �� ,/i Ah ie — Phone: (253 ) 208 •- i Z o Street Address: City State/Zip: /53', 5 0 0,7 779Com,4 I/4y l h9Co#/4, RAI 96'4419 Fax #: ( ) :BUILDING` WNER°ORAUTHO EDAGENT: . Signature: 0 Date: 2 _ Z Z / - c /IL/ Print name: 4ez S AAe E Phone: (2s3) 172 -y4,6/ Fax #: ( a53) , f , �.S _8869 Address: 17i 7 4ZY City/State/Zip: 7CO ,i CITY OF T �YWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Project Number. Permit Number: STAI I USE ONl Y Mechanical Permit Application, Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. MECHANICAL PERMIT;REVIEW.AND APPROVAL REQUESTED: (TO BE FILLED OUT'BYAPPLICANT) .. Description of work to be done (please be specific): i413R rY ,9 r J 4) r'9 Sew ,D os r- Co //e c7 x.., `a2 A 8/u T'o*. Current copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued OR submit Form H-4, "Affidavit in Lieu of Contractor Registration ". 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. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. 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 114.4 of the Uniform Mechanical Code (current edition). No application shall be extended more than once. Date application accepted: 11/2/99 psych pennlr.doc D ate application expires: Application taken by: (initials) Jrcc/3' ✓ Submittal Requirements Floor plan and system layout Roof plan required to identify individual equipment and the location of each installation (Uniform Mechanical Code 504 (e)) Details and elevations (for roof mounted equipment) and proposed screening Heat Loss Calculations or Washington State Energy Code Form #H -7 H.V.A.C, over 2,000 CFM (approximately 5 ton and larger) must be provided with smoke detection shut - off and will be routed to the Fire Prevention division for additional comments (Uniform Mechanical Code 1009). Specifications must be provided to show that replacement equipment complies with the efficiency ratings and other applicable requirements of the Washington State Nonresidential Energy Code. Structural engineer's analysis is required for new and the replacement of existing roof equipment weighing 400 pounds and greater (Uniform Building Code 1632.1). Structural documentation shall be stamped by a Washington State licensed Structural Engineer. Mechanical Permits COMMERCIAL: Two complete sets of drawings and attachments required with application submittal NOTE: Water heaters and vents are included in the Uniform Mechanical Code — please include any water heaters or vents being installed or replaced. RESIDENTIAL: Two complete sets of attachments required with application submittal 11/2/99 miscpmtdoc Submittal Requirements New Single Family Residence Heat loss calculations or Form H -6. Equipment specifications. Change - out or replacement of existing mechanical equipment Narrative of work to be done, including modification to duct work. Installation of Gas Fireplace Narrative with specification of equipment and chimney type. If using existing chimney, provide a letter by a certified chimney sweep stating that the chimney is in safe condition. NOTE: Water heaters and vents are included in the Uniform Mechanical Code — please include any water . heaters or vents being installed or replaced. Signature: Print Name: doc: Conditions City of 'iukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3523049018 Address: 5811 SEGALE PARK DR C TUKW Suite No: Tenant: SEGALE BUSINESS PARK 1: ** *BUILDING DEPARTMENT * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (248- 6630). 4: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 5: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 7: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 8: Manufacturers installation instructions required on site for the building inspectors review. I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws regulating onstruction or the performance of work. cod orue PERMIT CONDITIONS /e/t/b4,4EL- /A4ifeE___ MO2 -032 Permit Number: MO2 -032 Status: ISSUED Applied Date: 02/12/2002 Issue Date: 02/21/2002 Date: 2 - Z/ `c Printed: 02 -21 -2002 Payee: MIKE WIRE TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3523049018 Permit Number: MO2 -032 Address: 5811 SEGALE PARK DR C TUKW Status: APPROVED Suite No: Applied Date: 02/12/2002 Applicant: SEGALE BUSINESS PARK Issue Date: Receipt No.: R020000249 Payment Amount: 56.00 Initials: KAS Payment Date: 02/21/2002 10:58 AM User ID: 1684 Balance: $0.00 Payment Cash Current Pmts Amount MECHANICAL - NONRES PLAN CHECK - NONRES RECEIPT Type Method Description 56.00 Description Account Code 000/322.100 44.80 000/345.830 11.20 Total: 56.00 4140 02/22 9716 TOTAL 56.00 Printed: 02 -21 -2002 P ect: y � ... 1� a t�f � / j" Type of In lion: ... J?•:.. :J D 1 fait •LEI, Date called: h' ! j 02.1 Special instructional . , :. date wanted: // Request r , y>.. INSPECTION NO. : CITY.OF TUKWILA BUILDING DIVISION 6300•Southcenter Blvd; #100, Tukwila, WA 98188 proved per applicable codes. INSPECTION RECOKD Retain a copy with permit nifla -032 (206)431 -3670 Corrections required prior to approval. . COMMENTS: A ' $47.00 REIN PEC 1N FEE REQUIRED. Prior to inspection, fee must be paid at 6300-Southcepter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1 PType Pax Q L, o Inspection: ,�g-t G1- I n Address: 5$I i 5 ewe Pk. Dr. C.. Date called: /1 -a2. Special instructi s: Date wanted: ,, 0 .4411ECr 1 ) a.m. Requester: , ace, Phone: 3 , 2OR i a30 • INSPECTION NO. INSPECTION RECUitD Retain a copy with perm CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 MOa - 0 3)- r, s RMIT NO. (206)431 -3670 COMMENTS: fr1P 4 , 4-e 5 Ta Approved per applicable codes. j Corrections required prior to approval. $47. EINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: (206)431 -3670 APProved:pe(iPPlicable codes. INSPECTION RRD Retain a copy with permit INSPECTION NO. ITY OF TUKWILA BUILDING DIVISION 300:: Southcenter Blvd.,:. #100, Tukwila, WA 98188 Corrections required prior to approval. COMMENTS: nspecto R.owS41_ Date: 8 _, 15 C z $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at $300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. 44,;:.7,; � #j?.k - /'' ....:, � � � . I Drop Name Air flow (CFM) Duct size (Inches) Duct velocity (FPM) A Router 350 4 4020 B Chopsaw 350 4 4020 C Edge sander 350 4 4020 0 Floorsweep 610 5 4490 E Radial arm saw 350 4 4020 F Jointer 550 5 4040 G Planer 550 5 4040 H Table saw 350 4 4020 Segale Business Park Tukwila, WA Woodworking Dust Collection Noir Schneider - Simpson Sheet Metal & Blower Co., Inc. 1551 South Tacoma Way, Tacoma, Washington 98409 -7986 Telephone (253) 472 -4461 FAX (253) 475-8864 • Total = 2850 Minimum recommended duct velocity = 3500 FPM, for woodworking dusts, per Industrial Ventilation manual (ACGIH) Total shown is with 100% system diversity, and is therefore conservative Floorsweep requirement not included in total CFM requirement, per convention CFM per tool based on Industrial Ventilation manual recommendations and inspection of tools tAO2rO3a xr Telephone + (253) 472-4461 FAX (253) 475 -8864 1551 South Tacoma Way Tacoma, Washington 98409-7986 • co CITY RECEIVED PERMIT CENTER Schneider - Simpson Sheet Metal & Blower Co., Inc. We Furnish and Install all Industrial Requirements STEEL • STAINLESS • ALUMINUM CUSTOM FABRICATION - WELDING MIKE WIRE Estimator Pager (253) 594-8837 e -mall: SchSimpson@aol.com o' w NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 981 PROJECT SEGALE BUSSINESS PARK TUKWILA, WA. DUST COLLECTION SUPPORT STRUCTURAL CALCULATIONS Building Permit Submittal January 28, 2002 ENW Job No. 99024012 Code: 1997 UBC Wind: ZONE 3 EXP C Seismic Zone: 3 ENGINEERS NORTHWEST, INC. P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N.E., SEATTLE, WA 98115 (206) 525 -7560 FAX (206) 522 -6698 EXPIRES 7/26/ ()I..- 1 4: 11 2 0 co 0 T4' u_ Wo Iv W : z 0 . U� 01 01- w w. w N f 0 z Eq. (32 -1) Eq. (32 -2) Eq. (32 -2) Eq. (32 -2) Eq. (32 -3) Job number I Job name Anchorage force (WSD) Anchorage force (WSD) ENGINEERS - NORTHWEST, INC.P.S. SHEET OF 6869 WOODLAWN AVE. N.E. (SUITE 205) Rev. 1/11/00 SEATTLE, WA. 98115 dust +collictkxtt • _ , ,.•, '{ . 97 UBC Section 1630.2 Equipment anchorage lateral forces ( Applies only to equipment weighing 400 # or more) Sec. 1632.1 In ut Seismic zone = 1= Soil profile type = Na = Equipment weight = Is equipment mounted on a roof or on ground ? Output Ca = 0.36 Ca' = 0.36 Ip = 1.00 ap /Rp = 0.8333 ap /Rp = 0.3333 ap /Rp = 1.6667 hx/hr = 0.0000 Fpu= 4.0 *Ca *Ip*Wp = 1.4400 Fpu= ap *Ca *lp/Rp *(1 +3hx/hr)Wp = 0.3000 Fpu= ap *Ca *Ip/Rp *(1 +3hx/hr)Wp = 0.1200 Fpu= ap *Ca *lp/Rp *(1 +3hx/hr)Wp = 0.6000 Fpu= 0.7 *Ca *Ip*Wp = 0.2520 Tb1.16 -K Tb1.16 -J (If unknown use "SD" ) Tb1.16 -S & U ( Greater than 1.0 only in seismic Zone 4 ) kips tiff input (R or G) Flexible equipment attached below c.a. ( also applies to equipment that is huna 1 ( has ductile supports) Fpu design = 0.3000 *W Ultimate Fp design = 0.2143 *W Working (1.4 ult. factor ) Anchorage force (WSD) Fp design = 0.857 kips Riaid equipment - riaidly mounted f has ductile supports' Fpu design = 0.2520 "W Ultimate Fp design = 0.1800 *W Working (1.4 ult. factor ) Fp design = 0.720 kips See footnotes #1 thru 3 below Equipment mounted on vibration isolators fTbl. 16-0 Footnote # 141 Fpu design = 0.6000 *W Ultimate Fp design i= 0.4286 "W Working (1.4 ult. factor ) Fp design = 1.714 kips See footnotes 01 thru 3 below See 97 UBC footnotes N14 Table 16-0 NOTE:- 1.) For anchors that are not embedded 8 diameters minimum multiply the above anchorage factor by 2.0 for the anchor loads 2.) Tbl. 16-0 - Footnote 5 - "Only anchorage or restraints need be designed." 3.) Tbl. 16-0 - Footnote 15 - "Anchorage shall not be resisted by gravity friction." 97 UBC Equipment W = unit weight (kips) Seismic coefficient = Ca *Na (Ca' not = Ca in seismic Zone 4 only) Flexible equip. attached below c.g. Tbl. 16 -0 Rigid equipment - rigidly mounted Tbl. 16 -0 Equip.supported on vibration isolators Tbl. 16 -0 at ground level IN Upper bound all Zones *W Flexible equip. attached below c.g. *W Rigid equipment - rigidly mounted *W Equip.supported on vibration isolators *W Lower bound all Zones See footnotes #1 thru 3 below 3.0 3.B 3.B &C notel4 1/25/02 97EQSHR.xls '11 0 z w 2 o ON 0 H W W H - u- z U • 0 1- z ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206)522 -6698 JOB NO. JOB NAME SUBJECT S't S 0' (. pusr TOTAL t 000J SEism►c., Zvi= 3 Fpu' re- (. /" 3 hr / 0. 30 1 ` - 1.2 (uo.) Z >< b . (c.uorLKr JuW) 1 G .4 i Cuwc.. 5 up, 13 C rl '4 OAS = S,4 pTO O.$6 ,4 )1.3 - . 7 F LSISTIh , c S. Co\ - C %L. -/ 50 rRO - P Jsi COLL . SYe DATE 1 - 2 g-01- 5o1 = SO rnL r. z- 1 6.2 _ 0 vrp-- 91 /,7� �/ O- 1>>2 ti SHEET OF G s 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206)522 - 6698 JOB NO. / ' ' JOB NAME Lv SUBJECT 1100 BY P L UJ 100 P w 110 ENGINEERS — NORTHWEST INC. P.S. /6,k 1,13. I,L 1 25A 's‘ 2s,1 ,0 1 , (R.s - 0.1 - 8 1( ' Q T ro (9, 11,3 = 11, 1 �2� s I 5 ill oy 1 VT . z. ( x I. ) 6 Z- = 0,38 x I1.3 3, 5- ."1 l - 01) S. C 01-L�0 -A-, DATE 3.16 — tF' SHEET OF z . 0 9 Wo u- . �. WI z ` UJ Cf •oN :o1-; '111w! ..z z JAN 11 '02 01: 56PN EJ Er .L.LS Ju Johns Manville Cescription Firetemarm Wrap is a hign :emperatLre insulation blanket specifically designee to ircvice cne and two hour fire ratings arcunc many ccr. ~ercial and industrial applications, Applications retempr" Wrap :s a flexible. fire crc:ec:icn wrae that me.ets the requirements :eared oy :ne :nderwriters ..3boratories (UL) and the National Fare Protection Asscciation NFPA 96). It is an alternative method of croviding duct fire protection. instead cf:ne traditional shaft wail enclosure construction arc:.nd a grease duct Firetemp Wrap can be used as part of a system in ccrnoinaticn with Super F Board. Advantages System Design, Firetemp - '" Vrac is a UL classified soluble amorphous wool clanket, either completely or partially encapsulated (single faced) in a UL classified, aluminum foil, fiberglass reinforced scrim. The product complies with 26/60 flame and smoke : equirements per A3TM Ee4. Simplified Installation. Firetemp 7 4 Wrap is lightweight and flexible. Cutting. fabrication, and wrapping of ducts is easily accomplished, thereby minimizing labor cost. Space Saving. Firetempr"' Wrap allows for zero clearance from combustible materials, which makes it Ideal for tight installations. Tough Scrim. The flame - resistant Firetemp""' Wrap scrim is fiberglass reinforced and designed to survive the rigors of installation, provide enhanced weather and water resistance. and the encapsulated product minimizes absorption of grease into the insulation blanket. Core Material. The core material of FiretempTM Wrap is soluble amorphous wool. System Testing and Approvals FiretempTM' Wrap has been fully tested against internal grease duct fires (UL 1978), external fires (ASTM E119/ UL 263), through penetration, Insulated duct fires (ASTM E814/ UL 1479), and surface burning (ASTM E8a /UL 723). Omega Point Laboratories (OPL) and Underwriters Laboratories (UL), third party, fire endurance testing agencies accredited by IC80, BOCA and SECCI (National Evaluation Services) in the United States performed these tests and have provided reference listings. Fire Protecti•ystems Firetemp TM Wrap Duct Insulation Availability FiretempTM Wrap is available: Facing Width Length Thickness Fully encapsula:ed 2' 25' 1 1/2" Single faced 2' ors 25' 1 1/2" Coverage Firetemp TV Wrap for grease duct application requires two layers of product. The interior layer is applied with a butt joint. The second layer is offset a minimum of six inches from the initial layer. It is applied with an overlap or three inches. The insulated duct is banded with stainless steel straps. Refer to the installation guide for further detail. Through penetration are firestopped using either Firetemptm CI or SI firestopping products. All penetrations are packed with FiretempTM Wrap blanket and the hole sealed with 1/2" depth of either ftrestopping product, Technical Services For assistance regarding application information. code approvals and performance specifications. call 1- 800 - 872 -0338, Product literature is available from Johns Manville Product Information Center, 1-800 - 654 -3103. Order Placement Refer to the maps on the back page to Sno the appropriate location for placing orcers. i aze �n :t��ariS.st Z F W J O UO CO ILI J � Nu. W gQ u) = I- W Z � i- 0 Z I— W U� O N CI I- W W 1 U O .. Z W U . O 1- Z Torit Backward Inclined Fans TBI -3, 5, 7.5, 10, 15, 20, and 30 (50/60 Cycle) TBI -15160 Cycle Fan) • Aluminum Fan Wheel • Explosion Proof Motors - NEMA • Outlet Dampers Torit Backward Inclined (TBI) Fans provide a convenient and cost effective method of integrating a high efficiency fan with a Torit dust collector. The fan mounts directly to the clean air plenum of the dust collector, eliminating costly transition ducting. Torit Backward Inclined Fans are available in sizes ranging from 3 HP to 30 HP. TB[ fans provide many benefits including: • Mounts directly to your Torit dust collector. - Reducing footprint of system. - Eliminating costly transition ducts. • Backward inclined fan wheel provides high efficiency operation. • Direct drive operation eliminates maintenance of fan bearings and belts. • Computer balanced fan and motor assembly ensures vibration -free operation. • All necessary hardware for quick and easy installation is included. • Ability to operate at elevated temperatures without modification (200°F / 95 °C). Options and Accessories • Exhaust Silencers • 50 Cycle /IEC Motor Configuration • Flanges for Exhaust Ductwork wteowro fy tleSI 4'VIWOVISRw91rtivrmsyn,‘„,. },r..�.w..rt+>1,nw•.»mix.we.' .. ...,^"�...,o.... ^.- .e.+N.,n,..+ w... nu. A�olm eew»a+oGt+cNSMMAIM�+'A+sT!9'lP z z O 0 u) 0 w w J w • 0 u.? O d LU z I- 0 z1- w ON 0H wW IL. . i z U= z Tori -- Backward Inclined r_ )ns 50 Cycle Sound Data` Model TBI -5 • y TBM7•s TBI -10 TBI -20 ; �l M:a �.i ,g (1) Mechanical Noise i'1e 92 94 99 ? 8102 4 , + Silencer Air Noise (2) Standard 80 ( Premium 80 80 80 ( Motor f: 70 • 70 • 73 81 M1 r..82'! '2 82 '82 (1) Overall average radiated mechanical noise in dB(A) @ 1 meter. (2) Air noise @ 1 meter AMCA position #3 (perpendicular to the silencer exhaust), silencer restriction approximately 0.75" w.g. (3) Air noise @ 1 meter AMCA position #1 (in the airstream), silencer restriction approximately 0.75" w.g. (4) Average dB(A) motor @ 1 meter. • dB(A) sound levels are an average of measurements made in a laboratory environment. Installed sound levels will vary depending on the measurement location, operating conditions, and installation. tOverall length of silencer - 60 ". Information contained in this document is subject to change without notice. Donaldson Company, Inc. Dust Collection Group P.O. Box 1299 Minneapolis, MN 55440 800- 365 -1331 www.torit.com 1994 Donaldson Co., Inc. Printed in U.S.A. Printed on Recycled Paper 6 s vI I il• • �I 60 Cycle Sound Data' Silencer Air Noise ( ( ( (4) Model Mechanical Noise Standard Premium Motor ' TBI.3 92 80 80 73 TBI -5 92 80 80 • 75 7.1i' 93 a 80 82 TBI -10 95 80 80 82 • . TBI -15 98 80 80 83 TBI-20 99 80 80 83 .. , TB140 102 , . • •:: 80 • 80 83 Tori -- Backward Inclined r_ )ns 50 Cycle Sound Data` Model TBI -5 • y TBM7•s TBI -10 TBI -20 ; �l M:a �.i ,g (1) Mechanical Noise i'1e 92 94 99 ? 8102 4 , + Silencer Air Noise (2) Standard 80 ( Premium 80 80 80 ( Motor f: 70 • 70 • 73 81 M1 r..82'! '2 82 '82 (1) Overall average radiated mechanical noise in dB(A) @ 1 meter. (2) Air noise @ 1 meter AMCA position #3 (perpendicular to the silencer exhaust), silencer restriction approximately 0.75" w.g. (3) Air noise @ 1 meter AMCA position #1 (in the airstream), silencer restriction approximately 0.75" w.g. (4) Average dB(A) motor @ 1 meter. • dB(A) sound levels are an average of measurements made in a laboratory environment. Installed sound levels will vary depending on the measurement location, operating conditions, and installation. tOverall length of silencer - 60 ". Information contained in this document is subject to change without notice. Donaldson Company, Inc. Dust Collection Group P.O. Box 1299 Minneapolis, MN 55440 800- 365 -1331 www.torit.com 1994 Donaldson Co., Inc. Printed in U.S.A. Printed on Recycled Paper 6 s vI I il• • �I Specifications • Minimum clearance for maintenance Optional outlet dampers and exhaust silencers match fan outlet dimensions. Overall length of exhaust silencers is 60.00 / 152.40. 60 cycle TBI fans are available with TEFC and explosion -proof motors. 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Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. • CaII the City Of Tukwila Permit Center at (206) 431 -3670 to schedule a progress or a final inspection A progress inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicant's control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to August 20, 2002, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Kathryn A. Stetson Permit Technician Xc: Permit File No.MO2 -032 Bob Benedicto, Building Official Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 -431 -3665 ( , • • ' !; ' 1 4 r::P , l• • ••' " REGISTERED AS VIDED BY LAW AS CONS T CONT,, SPECIALTY • S CHNEIDEgi S IMPSON -M/BLR CO I 1 551 S TACOMA' WAY • • • TACOMA WA 98409 . • - 1 RECEIVED CITY OF TUKVVILA P ERMIT CENTER Ailoa4 re LU 2 c.) 0 co o • w: co IL Lu 0 2 W. 0. g LL. E a tu F. o: z 2 , D 0 o ()I RI 0 . z iu o - 0 . •. w • 1♦ f... f rTlTa . � . .....:.......v: r: ?•:: }34: .y. ;..,;�1y4�.. .:. {•:r; r . •:.p:.:::::: ..,.. : ti.:: •::::::: r: ::: n.r •<.v: }::..:$.iii n.. :!:. , S. vn.{.... fi... v}} i:{<{...}... n .........:..:.0 r,..: { ::::...:.....:.....:.........: }i ?:•:• } }i : }: tii r: { } {:: }: {:i : }: ?: ":. •. i•. . r..::.:.. ......... :.......•..:::v. •:: .::::;:•:•:•:•:::•::::•:•..•%:•: ...�..... . �� T..�..�: } } ::. +:• }}:t :•$ }:•};•. ..... yv{< :i• }: ?:.•. }: {•:•i }:•::........� ,.; • }•.:i.: :•: }:.,•::: rJ o? d •/eS ��3._ 6C dl3 . oo eed Current, Contractor Registration Card: ❑ Yes k r.,0 eed to Enter. Contractor Information in Sierra: ❑ Yes File: M 02 -0032 35mm Drawing #1 > ; 1 Cl zl L Jr b z C— I. t, , — k hllilllllllllllliiiIiillhlldlllllI III. i lllflll11111111111111111111111i111iiillllllllllalllilimIliill�lllllllllIllllillllllllllll ll llllliliii es 8 8 THIS DOCUMENT CONTAINS INFORMATICN PROPRIETARY 1.. E DONALOSON � AMf.INC MIMIN O DI PO O TfHOIS MACAO, R OR ITS �CON ARE - IIESENVEO UNLESS SPECIFIED IN SAITINO eY OONALOSON COMPANY.INC. (212.89) 1 2 . 90 - 112.10 95 50 28.12 4 2.00--e- 1.50- SIM J 11 19.11 TYP 7 47 SO 43.50 -� 40.50 1- I 7 -4 FRONT V 1 EW • MOM - x- NfTFS: 1. UNIT IS CONSTRUCTED OF 12 GA. MILD STEEL. 2. POWER PACK: 7.5HP TBI 460/60/3, TEFC MOTOR WITH ALUMINUM FAN WHEEL AND SILENCER. ' SOLENOID ENCLOSURE (NEMA 41 6 MANIFOLD AIR INLET 1" NPT (BOTH ENDS) HINGED ACCESS DOOR 27 X 50 12 GA 3/4" DIAPHRAGM VALVE 2-1/2 x 2-1/2 1/4 ANGLE X-BRACES 55 GALLON DRUM COVER PACK W /GATE AND LATCHES (DRUM SUPPLIED BY OTHERS! 6 1 ', ' '0 Inch 'vh 5 1 44.00 ' i 4.25 2.25 r -- I I 1 1 I•- 30.00 DOOR OPEN 5 3.65 --.I 11.00 16" HOPPER ACCESS LOCATED OPPOSITE SIDE OF INLET . ( 48 . 50) "' )E VIEW 4 4 POWER PACK SEE NOTE 2 PHOTOHELIC GAUGE, CUSTOMER MOUNTS FOR VISUAL ADVANTAGE. PRESSURE TAPS ARE FACTORY INSTALLED. 3 2 3 X 24 EXPLOSION VENT W /WEATHER COVER 24 1 12.00 I.D. INLET COLLAR RIGHT HAND SIDE WHEN FACING DOOR HOPPER 12 GA. 3 1/2 x 3 1/2 x 5/16 ANGLE LEGS '2 x 2 3/16 ANGLE X- BRACES 5 YATES'S. ISIEV113.111 aMIPG No. 00 NOT SCALE TOL OVWCES MT1iM* mmme 3 5'1 L 0 I I I I IIIIIIIIIIIIIIIIIIIl 1 IIIiIIIIl 1 IIIIII( IIIIIIIIIIIIIIIIJIIIIIIIII1IIIIIIIIIl111IIIIiiiiIIIIIIII 1 I IIIIh IIIIIIIIIIiiil i IIIIII ` IIIIIIIIIIIIIIIIIIIIII�� S P E C I F I C A T I O N S FOR MODEL ?SPJDA W/ HOPPER 4R" CLEARANCE NO. OF FILTER BAGS 25 FILTER BAG DIMENSIONS 4.7 DIA X 96" LG ACTUAL FILTER AREA 187.5 SO FT STANDARD FILTER MATERIAL - -- POLYESTER FELT BAGS NUMBER OF VALVES 5 WIND LOAD RATING 100 MPH SEISMIC RATING ZONE 4 HOUSING RATING ±20" Hz0 ROOF LOADS 30 LBS PER 50 FT SNOWLOAD +600 LBS EQUIPMENT COMPRESSED AIR REOU I REO - - - -90 -100 PS1 G AIR CONSUMPTION 1.11 SCF / PULSE REMOTE MOUNTED TIMER 120 VAC 50 -60 HZ (NEMA 41 FINISH MEDIUM DUTY BLUE SHIPPED WT (APPROXI 2345 LBS 2.25 4.50 11.00 0 1.12 7.44 TYP L�Q Paz3GvJ t`�En RasME DATE EX* OAT! - OMN C. SPENCEF I C Tt JAN 15. 2002 OATS 0 L 0 MVO DATE 1w ma rev tare ] 38.21 22.32 --w SO 12X 0 .50 • • . SO 2 sc?a NA C,C IEVnna ONO 18.00 SO 1 . 50 HOPPER FLANGE/ ANCHOR BOLT PLAN 8.00 TYP IG- 700452 1110171 aF 1 • T�nE 25PJ08 PULSE JET OUST COLLECTOR W /HOPPER 48" CLEARANCE 38.21 SEVI$Ni1 APPMVAL/DATE %.• Dcnaldicd w w' TOR EECTION4 $1>z au1LUt $I 00MON CORICL 51 lame LOCATION 62 vvslaN - COPYRIGHT 0 OONALOSON COMPANY. INC. 14. 1 I 1 0 C e A 0 0 Jti'L- T,�1 PARTIAL PLAN VIEW 1 /a " =1 -0" ❑ a t cd- U - I R z Swd, s 1 i PGA., „Ye tib A CARPENTOR SHOP TORT DUST COLLECTOR MODEL 25PJD8 PULSE JET WRAP DUCT WORK =ROM CARPENTCR SHOP TO EXTERIOR WALL NIT}= %7RETEL4P WRAP' DUCT INSULAT.ON 0 0 MUD; 03:�, 14 SEGALE BUS /NESS PARK WAS -NOON ;_206) J5 -2000 - TL_� : RPEN -,OR SHOP SAW DUS ; COLL_E: ' ION SYST ,_SIGNED BY: DRAWN BY: SN CHECKED BY: SCALE: /4 " =1' -0" DRAWING No ,;F TUKWILA PERMIT CENTER PROJECT NUMBER: CADD FILE: ISSUE DATE: DATE: 1/30/92 7HEET: OF: / JOB NO: 99024.012 ENGINEER: D. KAEMINGK DRAWN: JZB DATE: 1 -28 -02 SHEET NO. S1 -DC 981 -S1- 99024012 NOISI•3!! ( , z' . 1 / JOB NO: 99024.012 ENGINEER: D. KAEMINGK DRAWN: JZB DATE: 1 -28 -02 SHEET NO. S1 -DC 981 -S1- 99024012 NEW 1 2' SLAB ON ,AADE // - MS'- PANEL FTC. / - MST. P.C- PAN - f- ___ - _ .,_ ._ ._ ___ ....... Wag 6' -0 CIE ELEVETION o z o 10 2 DUST COLLECTOR FND. PLAN }- = 1' -0' 1 1 -0• 0 Frile IP.C. PANEL SECTION A -1 - 2- I". Kw* Boos ((METED !- LIVE ADS LO ROOF . .25 PST 4OR :FTINC,; SNOW BASED ON 2G PSF J1NL SNOT!) wINO . 80 MPS- ExPOSURE C. .IP'FTAMC.£ cAC,OR 1.0 SEISM!: ZONE 3 Z =0 3 SO'_ PROFILE SC. R - 4.5. SEISM:. IMPORTANCE FACTOR 1.0 FrOI» ATION T HE FP{A * ;OA *As 7ESIGNE^ IT:7H M ALLOMLABLE SOIL BEARINC CAPACITY OF 2506 PSF IN ACCORDANCE w :TH SOILS REPORT # :291- 011 -00 DATED 12 -22 -98 PREPARED B' GEO ENG NEERS INC. PREPARE THE 51TE PER SOILS ENG;NEER'S R COMME"CAT1IP5 BEAR ALL FOOTINGS AND SLAGS ON PROPERLY PREPARED NATIVE SOILS OR CD COmPACTED STRUCTURAL FILL. SEE SOILS REPORT. COMP ACT ALL STRuCT„RAL FILL AND BACKFILL PER SOILS ENG'NEER'S RECOMENDATIONtS DETERMINE MAY:MUM DENSITY BY AST./ D - 1557 EXTEND AL, EXTERIOR %O07!NGS le MIN BELOW FINAL FIN!SH€D GRADE SEE AP0-1. AND SOILS REPORT FOR STAB ON PADE 'uNDEPLAYMENT CAST-IN-PLACE-CONCRETE F'c - 2500 PSI FOR ALL CAS'- IN- P_ACE- CONCRETE ULTIMATE STRENGTH DESIGN Y TROD USED CONCRETE MA' BE PROPORTIONED ON THE BASIS Of FIELD EXPERIENCE AND iiiAL m.XTURES AS DESCRIBED IN CODE. SUBMIT mix DESIGN AND DATA AS REOVIRED FOF EACH METHOD. MIx!NG ANC PLAC•NG OF AL,_ CONCRETE ANC SELECTION Or MATERIALS 4-A`_ BE I N ACCORDANCE WITH THE JBC AND AC 1 COO( 318 PROP'P' . DN AGGREGATE TO CEILNT TO PRODUCE DENSE WORKABLE Mix w I TH 4' MAX 1 MJ./ SLUMP wH• I CH CAN BE PLACE:. * . THo- SEGREGATION OR ExCESS FREE SLRFACE WATER SEE SPECIFICATIONS FOR AD./;xTJRES PROVIDE 5% + 1 -1/2% TOTAL AIR CONTENT FOR CONCRETE EXPOSED TO FREEZING .ND THAWING EXPOSURES- LIMIT WATER- CEMENT RATIO TC .45 AND USE TYPE V CEIE,' WHERE CONCRETE IS ExPY3(D TO soi_ CONTAINING WATER SOLU1L E SULFATE IN ExCESS ADO NO WATER AT S:TE WATER REDUCING OR SLIPERPLASTICIZIN(; A34 XTJRES YAY BE USED TO INCREASE WGRKABILITY WITHOUT INCREASING WATER- CEIENT RATIO OF DESIGN MIX SUBMITTAL. SEE SPECIFICATIONS FOR CURING 3/4' CHAIE ER ALL EXPOSED CONCRETE EDGES UNLESS INDICATES OTHERWISE ON ARCHITECTURAL DRAWINGS 'REINFORCING STEEL USE DEFORMEC CONCRETE REINFORCING STEEL CONFORMING WiTH AST./ A615, GRADE 60 (Fy= 60,000 psi)_ LAP CONTINUOUS REINFORCING BARS 36 BAR D.AIETERS. 2 -0' MINIMUM, LNLESS NOTED OTHERWISE. PROVIDE CORNER BARS '2' - -0' MIN. BENS) FOR ALL HORIZONTA. REINFORCEMENT DETAIL STEEL IN ACCORDANCE WITH 'ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCEL CONCRETE STRUCTURES' WELDED WIRE FABRIC CWWF) TO CONFORI w:TH ASTU A185. REINFORCING -.'OKS TO CO MPL' W:TH STANDARD ACI HOOKS EXCEPT STIRRUPS AND TIES SHALL HAVr. 135 DEGREE AC: SEISMIC HOOKS. COVER TO REINFORCEMENT: 12' DUCT FOR DUST NONPRESTRESSED CAST -IN -PLACE CONCRETE (INCHES) COLLECTION SYSTEM CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 THRU P.C. PANE_ FORMED SURFACES v � _ , s, o - £. 2 .1 1 = iioi = a l 1 44 O 12 0/C EA. WAS TOPE BOT. = 1 -0 PLAN DOOR JAMB SECTION B -1 = 1' -0 GENERAL NOTES THE FOLLUt1NG NOTES APR..' JIESS NOTED OThERW_SF LOGE- JI" -xOPM BUiLO;NG CODE -- 1997 EDiTIOA - ASTY S LATEST EDITION EXPOSED TO EARTH OP WEATHER 06 AND LARGER.. 2 #5 AND SMALLER 1 -1.'2 NOT EXPOSZD TC WEATHER OR IN CONTACT WITH GROUND SLABS. WALLS. JOISTS 14 AND LARGER 1 -I /2 /11 AND SMALLER 3/4 BEAMS. COLUMNS PRIMARY REINFORCEMENT, TIES STIRRUPS, SPIRALS 1 -1/2 PRESTRESSED CAS -IN -P' -ACE CONCRETE (AP°LIES TO PRESTRESSED AND NONSTRFSSED REINFORCEMENT. CuCTS AND END FITTINGS. CAST AGAINST ANC °ER./ANENTLY EXx';,SC TO EARTH 3 FORMED SURFACES EXPOSED 10 EARTH OR WFF LR SLABS. WALLS. JOISTS OTHER MEMBERS 1 -1/2 NOT EXPOSED TO WEATHER OR :N CONTACT WITH GROUND SLABS. WALLS. JOISTS 3/4 BEAMS. COLUMNS PRIMARY REINFORCEMENT 1 -1/2 TIES. STIRRUPS. SPIRALS 1 M P4 W W z z� W 5HRHNl N13 w 0 z 0 U w J J 0 U C/1 0 W RECEIVED CITY OF TUKWILA PERMIT CENTER WASHINGTON NS, DETAILS 8,c CTN. for SEGALE BUSINESS PARK SEGALE BUSINESS PARK BLAST GATE KENT H. LANDSBERG CO. 11111111111 111111111111111111[11111111111Hmi- 2 SEGALE DRIVE "C" DUST COLLECTION EQUIPMENT LOCATION GRAPHIC SCALE D ', 75 100 ( IN FEET ) 1 inch = 50 ft BUILDING 981 CONT'NENTAL MILLS JJJJ i r ± l MO.-Q 3 a // NIS 7% unT tag UPLAND YIDIA.YD MILAND IBOTH ST understand :hat :he P ?ar h.ecr, approvals are sub eect to errors an omissions and aocrcval of pans does not authorize t ^,e v•otat'c^ c` any adored code or ord,nan :e R_ceiot of cc.n- :rector's copy of approve:: plans acknowledged. v / / Date 2 - Permit No / /7 — SITE VICINITI'Y MAP N S FILE COPY .E� HINKLER BLVD rIN SEPA AT P E R fei RE :L RED FOR: L- [y 2C ICAL L` L,: ;S PIPING CITY OF TUKIi:L, BUI D!NG DiviSl7 7 �_v JIUNS: SEGALE .BUS /NESS PARK TUKW!LA, WASHINGTON (2c6) 575 -2000 T -LE: 9U'' DINC 981 OARPENTOR SHOP SAWDUS. COLLECTION SYSTEM CHECKED BY: ISSUE DATE: ;ALE: 1" = 50' HAWING NUMBER: CITY I " CENTER DATE: 1/25/02 fFIr 1 o 1 DESIGNED BY: PROJECT NUMBER: SN DRAWN BY: CADD FILE: T2 MAP tic a -o3�