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HomeMy WebLinkAboutPermit M04-044 - BOEING EMPLOYEES CREDIT UNION (BECU)BECU 12770 GATEWAY DRIVE Parcel No.: 2716000075 Address: 12770 GATEWAY DR TUKW Suite No: Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: doc: Mech City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 BOEING EMPLOYEES CREDIT UNION 12770 GATEWAY DR, TUKWILA WA BOEING EMPLOYEES CREDIT UNI PO BOX 97050, SEATTLE WA KRIS JOHANSON 7717 DETROIT AV SW, SEATTLE, WA Contractor: Name: MACDONALD /MILLER FAC SOL INC Address: PO BOX 47983, SEATTLE, WA Contractor License No: MACDOFS980RU Value of Construction: $33,700.00 Type of Fire Protection: N/A DESCRIPTION OF WORK: REMOVING EXISTING COOLING TOWER AND REPLACING WITH NEW LIKE -IN -KIND AND SIZE. RECONNECTING TO EXISTING COOLING LOOP Permit Center Authorized Signature: MECHANICAL PERMIT 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 and obtain this mechanical permit. Signature: � -� � _ - -: ..• 1 Date: / — U M04 -044 Permit Number: Issue Date: Permit Expires On: Phone: Phone: 206 768 -3872 Phone: Expiration Date:12 /31/2004 M04 -044 04/01/2004 09/28/2004 Fees Collected: $59.81 Uniform Mechnical Code Edition: 1997 Date: Y d/-o Print Name: a-L A 0 -1 I 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: 04-01-2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 2716000075 Permit Number: M04 -044 Address: 12770 GATEWAY DR TUKW Status: ISSUED Suite No: Applied Date: 03/24/2004 Tenant: BOEING EMPLOYEES CREDIT UNION Issue Date: 04/01/2004 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: 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. 6: Readily accessible access to roof mounted equipment is required. 7: 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). 8: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed 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. 9: 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 construction or the performance of work. Signature: N A �'�_ Print Name: doc: Conditions R_LIA X 11 M04 -044 Date: ` /_ U cl Printed: 04 -01 -2004 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 :: ;:Building Permit No Mechanical: + Permit N Public' Works. Permit Project No }:= Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITELO.C Site Address: 1776 ,gWAy Tenant Name: GC,� / Property Owners Name: ' - C L,,t. DZi E Mailing Address: 17770 - - r King Co Assessor's Tax No.: Z7 I (, pis Suite Number: LO P j Floor: 1ZQ�E New Tenant: Ej .... Yes A.No -- Ra e LA-) City /&)A State qP, /Z4 Zip Day Telephone: 4:20(o) 7h8 - City State Zip %-Mail Address: Fax Number: (2i,� -(o. - X - 73 Mailing Address: ENERA Company Name: Mailing Address: Contact Person: E -Mail Address: _77 I7 /7 €r(ZOt r C ; ONTRACTORs.INFORMATI i4 oz State City Day Telephone: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT All plans musty be wet by Architect of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: \applications \permit application (3.2003) 3/2003 Page I State Zip Zip EIy GIN E ER OF REC 'All "plans.must be wet stamped by Engineer of-Recor Company Name: a(lmg Address: ti City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip 1BVIWING: ERMIT I$ O R ON3= '''2064431 =36 }, v = <jM r'y.. r fi ����1't . y Ftv�iWO1i F;i 4fe Valuation of Project (contractor's bid price): $ Existing Building Valuation: $ Scope of Work (please provide detailed information): Will there be new rack storage? ❑ ..Yes ❑ .. No If "yes ", see Handout No. for requirements. rovide' All Building Areas in`. Square , Footage 'Below Addition to Existing Structure ; .2 Floor; 3 Floor Floors:` - ^. 'it Basetnent =. Accessory .Structure* Attached Garage: Detached:Garage ::. Attached Carport ; Detached:Carport 'Covered Deck ::Uncovered Deck' Type of:' Construction per UBC Type of Occupancy per • `UBC PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: O.. Sprinklers ❑_Automatic Fire Alarm ❑..None 0.Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 ..Yes ❑ ..No If "yes", attach list of materials and storage locations on a separate 8-1/2 x 1l paper indicating quantities and Material Safety Data Sheets. \applicationa\permit application (3 -2003) 3/2003 Page 2 RKS 11,MATION Z06 433;01 t b•a x i.l „i'm ' a , � i Scope of Work (please provide detailed information): Please refer to Public. Works Bulletin #1 for fees: and estimate sheet Water District ❑ ...Tukwila 0... Water District #125 ❑ ...Water Availability Provided Call before you Dig: 1- 800 - 424 -5555 Sewer District ❑ ...Tukwila ❑... ValVue ❑ .. Renton ❑ ...Seattle ❑...Sewer Use Certificate 0... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way Total Cut ...Total Fill %applications application (3.2003) 3/2003 cubic yards cubic yards ❑..:Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size... WO# ❑...Temporary Water Meter Size.. WO# ❑...Water Only Meter Size WO# ❑ ...Sewer Main Extension Public Private ❑ ...Water Main Extension Public Private ❑ .. Highline ❑ .. Work in Flood Zone ❑ .. Storm Drainage Page 3 ❑ ...Renton ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑...Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line ❑...Water ❑...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: ame: ailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City State Zip Day Telephone: City State Zip Z �w 00 to CD ill Ili H CO W 0 I I ZO W up O - . I - LL' O . , Z U =. O ~ Z Unit•TYpe.. :' Qty : Unit Type: Qty: : : ; Unit Type :. , . Qty ., Boiler /Compressor::: ." : Qty :. Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler / 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig /Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: 1 Contact Person: E -Mail Address: Signature: Print Name: Mailing Address: \applications \permit application (3.2003) 3/2003 MlIGDW -NA Nf 1 t—t -try P I A Contractor Registration Number: fr U i2)4rs ' BDIZt t Expiration Date: / Z — 3 / —05 * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ 7007 Scope of Work (please provide detailed information): 1�Eantx.>t✓ �ict5r7 t _t ►-.)F zbr_vE 4,VI ) ,4 c - 1 /-JGi. ) L� K� / 1.—) h /9ti!7 51 . /v c T 7a b7c.r5 r71JF l'�r3i./,v4. LmP Use: Residential: New .... 0 Replacement .... ❑ Commercial: New ....0 Replacement ...JEL Fuel Type: Electric g Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: P LICATION NO TES; licable to all permits in this licatioi . Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. 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 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. 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. BUILDING OWNER OR AUTHORIZED AGENT: Date Application Accepted: Date Application Expires: Staff Initials: ' S' i Page 4 City Day Telephone: Fax Number: Da Telephone: T/? City State Zip 140A -3a ZLra, 76A Date: 3 g -t State - Zip ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z RECEIPT Parcel No.: 2716000075 Permit Number: M04 -044 a Address: 12770 GATEWAY DR TUKW Status: APPROVED v O Suite No: Applied Date: 03/24/2004 ai W Applicant: BOEING EMPLOYEES CREDIT UNION Issue Date: CO WO Receipt No.: R04 -00389 Payment Amount: 59.81 Q IL. W d Initials: SKS Payment Date: 04/01/2004 08:31 AM H W ' User ID: 1165 Balance: $0.00 Z I- O Z H '. Ill w Payee: MACDONALD MILLER FACILITY SOLUTIONS INC m p O = c) H W uJ I U TRANSACTION LIST: Type Method Description Amount I O Payment Check 962242 59.81 W Z U 0 O Z MECHANICAL - NONRES PLAN CHECK - NONRES Account Code Current Pmts 000/322.100 47.85 000/345.830 11.96 Total: 59.81 9439 04 /02 9710 TOTAL 59.8 . Printed: 04 -01 -2004 Proj Kg:C lit Type of In �• • • ., , rfirty4,44.fie ‘ Address: ��7t 4 to Called: s 1 244 J i Wanted: , q C / LQ 1� p.ifi. Requester: 5 (,6-1-1-- P I e) 25 - " 1 5 9 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 N Approved per applicable codes. Inspecto INSPECTION RECORD Retain a copy with permit — 9CIAnnir (206)431 -3670 Corrections required prior to approval. COMMENTS: rT f ° i(>n i -1- ` d W e (-P k . .�v Date: 1-lt0 Q $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project:,.--:.ECU Type of Inspection 7 L Address: '2 , rr q w � (� \ I Date Called: I I, ( 1 6_01A Special In structions: Date Wanted: a.m. p.m. Requester: Phone No: 3 IR O - proved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 •)431 -3670 Corrections required prior to approval. COMMENTS: 04( nAo ( V\r i.0 C e4 Inspector -3 _ O /) (R Date: `lO 0 i � $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: P roj C '■ IA of Inspection: ion: Type 64 Addss — C- e i To 74.1 ewaLi i ons: Date Called: ... I 1 1 , Special Instruc I CLI ate Wanted: Ta Di' P.m. Requester: (A) eott A Phone No: a0(0 -5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 PoLf Lt COMMENTS: • ".# F etr.4_e.i r €././ 0 Approved per applicable codes. Corrections required prior to approval. Date: $47. REINSPECTION' FEE REQUIRED Prior to inspection, fee mus e paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: Type ofppL I.) Si %.....c.A LA/A ro IC. ,C c a (1 Tehr ' Date Address: c ,) 77.4 ( Is U (116froi`kfv- INOkS CMCIArnta t - '?f Vlnk‹, ot-e Date We:A SIS Ck\ CA Vik 1' 3 ,-( V • ' Pr (A); (4-42 . Pinr ; vre'ev Reques -4 k19-- •• ot .-G- (_ L i 5 V 11 Phor: (2O) p 1 r rovAk --, \Cip \kg 0 r \ i'NS Lt (.-.1,, 1 0 nio 141-e 7 ‘ V - 10 ti 5 .)-) P t rAt -`1 t yvA . CI p o v ft I , , rr Cr LIN Yed Prop" Type ofppL ' Date Address: c ,) 77.4 Coiled: Special Instructions: Date We:A y . 62 v . a.m. Reques ,._..... Phor: (2O) 57/ ..... INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 Ej Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. Date: • PER NO. 4 • (206)431-3670 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No.: Date: • Your P. O. Number: 11725 Sold To: Washington Air Reps 3290 146th Place SE Bldg A Bellevue, WA 98007 Certified Capacity: Fan Motor(s): Pump(s): One (1) 0.5 HP pump motor, totally - enclosed, fan - cooled (TEFC), one - speed, one - winding, suitable for 460 volts, 3 phase, 60 hertz. NOTE: Two -speed fan motors and/or ENERGY - MISER® Fan Systems require a starter that Incorporates a 15 second time delay when switching from high to low speed. Submittal Information BAC Terms and Conditions of Sale Mechanical Specifications Submittal Drawings /Diagrams Unit Print - Right Hand (BAC- 11544AX08) Steel Support (BAC- 15839A) Two Speed Fan Motor Wiring (BAC- 7092A) Heater Location (BAC- 10183A) Heater Wiring (BAC- 6988B.) Vibration Cutout Switch Location (BAC- 11490A) Vibration Cutout Switch Wiring (BAC- 17491A) Equipment Summary • Steel Panels and Structural Members are Constructed of Galvanized Steel • Galvanized Steel Coil with 150# Flanged Connections • Close - Coupled Centrifugal Spray Water Pump • Electric Immersion Heaters Sized to Maintain +40 °F water at a 0 °F Ambient and Heater Controls • Mechanical Float Valve Assembly • Mechanical Vibration Cutout Switch See Mechanical Specifications & Drawings for more detail. Thank you for your order. An approved submittal Is not required. Current Rigging and Installation Instructions, as well as Operating and Maintenance Instructions, are available at our website: www.baltimorealrcoll.com. CC: Washington Air Reps Inc. BALTIMORE AIRCOIL COMPANY Submittal Data Form One (1) Model VF1. 018-12HIX Closed Circuit Cooling Tower Unit All Information is Per Unit 90 USGPM of 30% E.G. from 95 °F to 85 °F at 67 °F entering air wet bulb and 2.83 PSIG fluid pressure drop. One (1) 5 HP fan motor: totally - enclosed, fan - cooled (TEFC), two- speed, one- winding, premium efficiency, suitable for 460 volt, 3 phase, 60 hertz electrical service. Fan drives are based on 0 inches ESP. CITY OF TUKVIILA APPROVED MAR 2 6 2004 FILE COPY Project: AS ',OiLIJ BUILDIFC 'aIVISION Engineer: Representative: Washington Air Reps Inc. RECEIVED CITY OF Tl1KWil A MAR 2 4 2004 PERMIT CENTER March 9, 2004 Our B.A.C. Number: U040711001 90- 200728 - BECU Tukwila -- Tukwila, WA 0./ Corporate Headquarters: P. O. Box 7322, Baltimore, MD 21227 -- Tele: (410) 799 -6200 / Fax: (410) 799 -6416 Baltimore Aircoil Company Terms and Conditions of Sale Pricing: Prices shall remain firm, provided this order is released for fabrication within six (6) months after receipt of the order by Seller and shipped within Seller's standard published factory leadtimes. For each additional month or portion thereof, one percent (1 %) of the price per month will be added for a period not to exceed six (6) months, after which the price in effect at time of shipment will apply. In the event that Buyer requests for its convenience that Seller delay delivery of products subject to this order beyond the scheduled delivery date, pricing shall be subject to the same adjustment. Payments: Terms of payment shall be net cash in thirty (30) days from date of Invoice, subject to Seller's prior credit approval. If the Buyer shall fall to make any payments in accordance with the terms and conditions of sale, the Seller, in addition to its other rights and remedies but not in limitation thereof, may, at its option, without prior notice, cancel this order as to any undelivered products or defer shipments or deliveries hereunder, or under any other agreement between Buyer and Seller, except upon Seller's receipt of cash before shipment or such security as Seiler considers satisfactory. Seller reserves the right to impose an interest charge (not exceeding the lawful maximum) on the balance of each invoice not paid on its due date for the period from the due date to the date of receipt of payment by Seller. in the event Buyer's failure to make timely payments to Seller results in Seller incurring additional costs, including but not limited to collection expenses and attorneys' fees, said costs shall be added to the amount due Seller from Buyer. Buyer shall have no right to any discount or retainage and shall not withhold payment as a set -off on Seller's invoice in any amount. Taxes: Unless specifically stated otherwise, prices do not include any federal, state or local sales, use or value -added taxes payable in connection with this order. All such taxes shall be paid by Buyer. Buyer shall indemnify Seller from and against such taxes, plus interest and penalties thereon, including, but not limited to, tax, interest and penalties resulting from a failure to collect such taxes because of Seller's reliance upon an invalid exemption certificate provided to Seller. Allocation of Risk: Deliveries shall be considered made when the products subject to this order are loaded on the carrier. At such time, title to the goods and all risk of loss, damage or shortage shall pass to Buyer, and any claims based thereon must be filed by Buyer with the carrier. Force Majeure: Seller shall under no circumstances be liable for any loss or damage resulting from delay or failure in the performance of its obligations under this contract to the extent that such performance is delayed or prevented by: fires, floods, war, terrorist activities, riots, strikes, freight embargoes or transportation delays, shortage of labor, inability to secure fuel, material, supplies or power at current prices, or on account of shortages thereof; acts of God or of the public enemy; any existing or future laws or acts of the federal, state or local government (including specifically, but not exclusively, any orders, rules or regulations issued by any official or agency of any such government) affecting the conduct of Seller's business with which Seller in its judgment and discretion deems it advisable to comply as a legal or patriotic duty, or to any case beyond the Seller's reasonable control. Warranties: Seller warrants that the equipment products sold under this contract shall be free from defects in material and workmanship for a period of twelve (12) months from the date of equipment startup or eighteen (18) months from the date of shipment , whichever occurs first. The following original equipment components only are warranted against defects in materials and workmanship for a period of fi ve (5) years from date of shipment: fans, fan shafts, bearings, sheaves, gearboxes, driveshafts, couplings, mechanical equipment supports and fan motors. Replacement parts provided by Seller under its original equipment warranty obligations are warranted against defects in materials and workmanship for a period of twelve (12) months from date of shipment or until expiration of their original warranty, whichever is the first to occur. Parts purchased after expiration of the warranty on the original parts they replace (including those parts originally warranted for a five (5) year period) are warranted against defects in materials and workmanship for a period of twelve (12) months from date of shipment. Written notice of any defect shall be given to Seller immediately upon discovery by Buyer, and shall fully describe the claimed defect. Defective parts shall be repaired or replaced F.O.B. point of shipment, provided that inspection by Seller verifies the claimed defect(s). This shall be Buyer's exclusive remedy. This warranty does not cover the costs of removing, shipping or reinstalling the equipment. Repairs made without the prior written approval of Seller shall void all warranties covering material and workmanship. Any descriptions of the product(s) in the contract are for the sole purpose of identification and do not constitute a warranty. In the interest of product improvement, Seller reserves the Corporate Headquarters: P. O. Box 7322, Baltimore, MD 21227 -- Tele: (410) 799 -6200 / Fax: (410) 799 -6416 right to change specifications and product design without incurring any liability therefor. The foregoing express warranties or those set forth elsewhere on this document are the only warranties of Seller applicable to the product(s) sold under this contract. All other warranties, whether verbal or written, and all warranties implied by law, including any warranties of merchantability or fitness for a particular purpose, are hereby excluded. Failure on the part of Buyer or of other parties to properly maintain the product(s) sold under this contract, or the operation of such product(s), by Buyer and/or other parties under conditions more severe than those for which such product(s) were designed, shall void all warranties covering materials and workmanship. Z Seller's warranties do not apply to defects in product(s) for which payment in full has not been received by < • Seller, and said warranties do not cover normal wear and tear or the erosion, corrosion and/or deterioration H Z of the product(s) from unusual causes. No warranties by Seiler shall apply to accessories manufactured by W others, inasmuch as they are warranted separately by their respective manufacturers, except as stated above. Buyer assumes liability for and shall bear the costs of compliance with all laws, regulations, codes standards or ordinances a applicable to the location, operation and maintenance of the product(s) sold under this contract, including those 0 0 requirements pertaining to the distances between such product(s) and air - conditioning system duct intakes. No rn W representative or agent of Seller is authorized to enlarge upon the express warranties of u.I Z CO u_ Cancellation /Changes /Returns: Cancellation of or changes in any order by Buyer shall not be effective without 11J O Buyer's notice thereof received, agreed to, and confirmed in writing by Seller. If Seller, in its absolute discretion, 2 } approves Buyer's cancellation of an order, Buyer agrees to pay a reasonable cancellation charge. Seller's prior Q� F - written consent must be obtained before Buyer returns any products, and when so returned will be subject to a U .. < 11.. handling charge and transportation costs payable by Buyer. rn C Liability /Indemnification: Seller shall not be liable for any damages caused by delay in delivery of the products. Z i Buyer shall hold harmless and indemnify Seller from and against all liability, claims, losses, damages, and expenses (including attorneys' fees) for personal injury and property damage arising out of Buyer's improper unloading, Z 0 0 handling, or use of the products subject to this order, and for Buyer's infringement of another's property rights. The W w Seller's maximum liability from any cause whatsoever, whether in breach of contract, tort (including negligence), strict liability, or otherwise, shall not exceed the contract price. Neither Buyer nor Seller shall in any event be liable to the 0 other, whether such liability arises out of breach of contract, tort (including negligence), strict liability or any other 0 H ' cause or form of action, for any consequential, special, indirect or incidental damages, including but not limited to loss of actual or anticipated profits or loss of use arising out of this contract, other than such damages resulting from the = W willful misconduct of Buyer or Seller. i— H L I O Government Contracts: If Buyer's purchase order is for products to be used In the performance of a U.S. ii i Z Government contract, those clauses of applicable procurement regulations mandatorily required by federal law to be 0 N Included in U.S. Government subcontracts shall be incorporated herein by reference. O E =-, z Export Transactions: Buyer shall comply with all applicable export laws and regulations of the U.S. Government, and shall hold harmless and indemnify Seller from and against all liability, damages, and expenses (Including attorneys' fees) incurred by Seller as a result of Buyer's violation of any U.S. Government export and /or international antiboycott laws or regulations. Agreement of Sale: Buyer's order Is accepted on the terms and conditions stated herein and Seller's acceptance of Buyer's order is expressly made conditional upon Buyer's assent to such terms and conditions, including any of Seller's terms and conditions which may be additional to or different from those contained in Buyer's purchase order or otherwise. Such assent shall be deemed to have been given unless written notice of objection to any such terms and conditions (including inconsistencies between Buyer's purchase order and this acceptance) is given by Buyer to Seller promptly upon receipt of this acknowledgment. Any agreement or understanding, oral or written, which modifies or waives the terms and conditions herein (whether contained In Buyer's purchase order or other documentation) shall be deemed material and shall be rejected unless hereafter agreed to in writing and signed by Seller's authorized officer. Waiver by Seller of any breach or default hereunder shall not be deemed a waiver by Seller of any other or subsequent breach or default which may thereafter occur. Neither the rights nor the obligations of either Buyer or Seller are assignable without the prior written consent of the other party. This agreement of sale and all rights and obligations of Buyer and Seller shall be governed by and construed In accordance with the laws of the State of Maryland. (Revision — 09/16/01) Corporate Headquarters: P. 0, Box 7322, Baltimore, MD 21227 — Tele: (410) 799 -6200 / Fax: (410) 799 -6416 Fan Motor: Baltimore Aircoil Company Atiiffed Mechanical Specifications Project: 90- 200728 - BECU Tukwila Customer: Washington Air Reps Purchase Order No.: 11725 Engineer: Model: One (1) Model VF1- 018 -12H /X Closed Circuit Cooling Tower Unit B.A.C. Serial No.: U040711001 Materials of Construction: 03/09/2004 All Information is Per Unit Unit Type: Factory- assembled, countertiow, forced draft design closed circuit cooling tower. Quality Assurance: IS C �1 Each unit is manufactured under closely - controlled conditions using standardized parts to ensure each unit is built precisely to the same high - quality design and construction standards. The design, manufacture, and business processes of Baltimore Aircoil Company are ISO 9001:2000 certified. One (1) 5 HP fan motor: totally - enclosed, fan - cooled (TEFC), two- speed, one - winding, premium efficiency, suitable for 460 volt, 3 phase, 60 hertz electrical service. Two -speed fan motors require a starter that Incorporates a 15 second time delay when switching from high to low speed. Water - contacted metal components are constructed of G -235 (Z700 metric) hot -dip galvanized steel. Circular access doors provided for interior inspection, cleaning, and adjustments are constructed of G -235 (Z700 metric) hot -dip galvanized steel and are held in place with phenolic knob screws. The heat transfer casing section(s) is (are) removable from the pan /fan section to facilitate rigging. The circulating water is distributed over the coil surface via a schedule 40 PVC spray header and removable branches (except 3' box) with 360° large orifice plastic spray nozzles which are held in place with snap -in rubber grommets. The centrifugal fans and motors are located in the dry entering airstream beneath the sloping side of the pan. G -235 (Z700 metric) hot -dip galvanized steel fan discharge cowls are provided on each fan. They extend within the pan to protect the fans from falling water. G -235 (Z700 metric) hot -dip galvanized steel fan guard screens are provided. A solid fan shaft of ground and polished steel with exposed surface coated with a rust preventative is utilized. Self- aligning, heavy -duty, grease - packed, ball bearings with eccentric locking collars are provided on each end of the fan shaft. Where intermediate bearings are required, self - aligning, oil lubricated, sleeve type bearings with split, cast iron, pillow -block housing are furnished. Corporate Headquarters: P. O. Box 7322, Baltimore, MD 21227 — Tele: (410) 799 -6200 / Fax: (410) 799 -6416 V -belt sheaves, selected for 150% motor nameplate horsepower, are mounted and aligned at the factory. The fan(s), fan shaft(s), bearings, mechanical equipment support and fan motors are warranted against defects in materials and workmanship for five (5) years from date of shipment. Fan Wheel Material: Forwardly curved, centrifugal, squirrel cage type fan wheels, constructed from G -235 (Z700 Z metric) hot -dip galvanized steel, are statically and dynamically balanced. Fan housings have curved inlet rings for efficient air entry. t ct Coil Type: 6 v For single coil Series V model(s), coil(s) will be configured in an internally circuited arrangement. V o For dual coil Series V model(s), coil(s) will be configured in an external circuited arrangement ai w with two coil segments joined by an external crossover pipe to allow the fluid to flow through the iu I two segments in series. Coils(s) will be 1.05" O.D. all prime surface steel tubes encased in steel u) u_ framework with entire assembly hot -dip galvanized after fabrication. Tubes will be sloped for uw 0 liquid drainage. Coil(s) will be pressure tested at 375 psig (2685kPa) air pressure under water. 2 g J Drift Eliminators: N O Drift eliminators are constructed of polyvinyl chloride (PVC), and are removable in easily handled 1-- W sections. They impart three distinct changes in air direction to effectively strip entrained moisture ? H from the leaving airstream with minimum air resistance. - O 0 w Water Outlet: w U The spray water outlet is a pipe stub, sized for pump suction, and located at the standard pump : co suction location. A large area lift out strainer screen matching the cold water basin material of 131-- construction is included with an anti - vortexing hood to prevent air entrainment. H w Spray Water Pump Assembly: u_ z A close - coupled, bronze -fitted pump with a mechanical seal is mounted on the pan. The pump ILI N motor is totally enclosed, fan cooled (TEFC). A water bleed line with a metering valve to control 0' - the bleed rate is installed between the pump discharge and the overflow connection. The z external circulating water piping matches the material of construction of the internal spray piping. Spray Piping: Schedule 40 PVC spray header and 360° spray pattern plastic spray nozzles are held in place with snap -in rubber grommets. Basin Heater Options: A minimum number of high - watt- density electric immersion heater elements, sized to maintain +40 °F ( +4 °C) basin water at 0 °F ( -18 °C) ambient with a 10 mph (16 km /h) wind speed, is provided. Wiring is not included. Basin Heater Controls: An electric immersion heater control package, including thermostat(s) and low water cutout switch(es) or probe(s), is provided. Disconnect switch, contactor, and wiring are not included. Corporate Headquarters: P. 0. Box 7322, Baltimore, MD 21227 — Tele: (410) 799 -6200 / Fax: (410) 799 -6416 Basin Water Level Control: Bronze make -up valve with unsinkable polystyrene filled plastic float arranged for easy adjustment. The make -up valve is suitable for water supply pressures between 15 psig (103 kPa) and 50 psig (345 kPa). Vibration Cutout Switch: Fan system is provided with an appropriate number of vibration cutout switches to limit collateral damage to the unit in the event of a catastrophic fan failure. The vibration switch(es) is mechanically tripped with a frequency range of 0 to 3,600 RPM and trip point of 0.2 to 2.0 g's. No input power is required. Switch rating is 10 amperes at a maximum 480 VAC, and 1/4 ampere at 250 Vdc. Corporate Headquarters: P. 0. Box 7322, Baltimore, MD 21227 — Tele: (410) 799 -6200 / Fax: (410) 799 -6416 200001 dtimorc Mtc I Compaq. NI Right Roma 4" FLANGED FLUID IN O FAN MOTOR LOCATION. • UNIT NORMALLY SHIPS IN ONE PIECE. 17 1/8" 13" 1/2" FPT VENT 1_ _IL MT MAKEUP _n i � _ I 2" MPT OVERFLOW M CO I I M M — L 2" MPT DRAIN ID N 1 t 1 $o M co 2 1/4" --- 17 1/4" --- f NOTES: 1. ALL DIMENSIONS ARE IN FEET AND INCHES. WEIGHTS ARE IN POUNDS. 2. UNLESS OTHERWISE INDICATED. ALL CONNECTIONS 6 INCHES AND SMALLER ARE MPT AND CONNECTIONS 8 INCHES AND LARGER ARE BEVELED FOR WELDING. 3. DIMENSIONS SHOWING LOCATION OF COIL CONNECTIONS ARE APPROXIMATE AND SHOULD NOT BE USED FOR PREFABRICATION OF CONNECTING PIPING. 4. FOR SUPPORT REQUIREMENTS. REFER TO THE SUGGESTED STEEL SUPPORT DRAWING. B.A.C. ORDER NO: U040711001 DATE: 03/09/04 30" 3' -11 1/2"" 4" MPT DRAIN I WITH CAP 3' -6 1/4" 12 1/8" 4" FLANGED FLUID OUT 13 1/4" J 6' -0 "" ---- -I BALTIMORE AIRCOIL COMPANY NOTICE: THIS C H CLEAR S NOTICE IT DUE TO THE THE OF E DOCN T IS T. BAC-- 11544AX08 RIGHT HAND UNIT END OUTLET WITH PUMP DRA IMNC w, BAC- 11544AX17R APPROX. APPROX. HEAVIEST MODEL NO. SHIPPING OPERATING SECTION F H WEIGHT WEIGHT (COIL) VF1- 018 -12H /X 2415 2955 2415 • • 21 3/4" 7' -3 3/4" 200001 dtimorc Mtc I Compaq. NI Right Roma 4" FLANGED FLUID IN O FAN MOTOR LOCATION. • UNIT NORMALLY SHIPS IN ONE PIECE. 17 1/8" 13" 1/2" FPT VENT 1_ _IL MT MAKEUP _n i � _ I 2" MPT OVERFLOW M CO I I M M — L 2" MPT DRAIN ID N 1 t 1 $o M co 2 1/4" --- 17 1/4" --- f NOTES: 1. ALL DIMENSIONS ARE IN FEET AND INCHES. WEIGHTS ARE IN POUNDS. 2. UNLESS OTHERWISE INDICATED. ALL CONNECTIONS 6 INCHES AND SMALLER ARE MPT AND CONNECTIONS 8 INCHES AND LARGER ARE BEVELED FOR WELDING. 3. DIMENSIONS SHOWING LOCATION OF COIL CONNECTIONS ARE APPROXIMATE AND SHOULD NOT BE USED FOR PREFABRICATION OF CONNECTING PIPING. 4. FOR SUPPORT REQUIREMENTS. REFER TO THE SUGGESTED STEEL SUPPORT DRAWING. B.A.C. ORDER NO: U040711001 DATE: 03/09/04 30" 3' -11 1/2"" 4" MPT DRAIN I WITH CAP 3' -6 1/4" 12 1/8" 4" FLANGED FLUID OUT 13 1/4" J 6' -0 "" ---- -I BALTIMORE AIRCOIL COMPANY NOTICE: THIS C H CLEAR S NOTICE IT DUE TO THE THE OF E DOCN T IS T. BAC-- 11544AX08 RIGHT HAND UNIT END OUTLET WITH PUMP DRA IMNC w, BAC- 11544AX17R BAC- 1 5839A 200001k Iinwre Nadi Como* M SAN Ramrod. I NOTES: OUTLINE OF UNIT AIR INLET SIDE (4) 7/8" MOUNTING HOLES B B.A.C. ORDER NO: U040711001 DATE: 03/09/04 1. THE RECOMMENDED SUPPORT ARRANGEMENT FOR VF1 UNITS CONSISTS OF TWO PARALLEL I -BEAMS EXTENDING THE FULL LENGTH OF THE UNIT. SUPPORTS AND ANCHOR BOLTS ARE TO BE DESIGNED AND FURNISHED BY OTHERS. 2. ALL SUPPORTING BEAMS ARE TO BE FLUSH AND LEVEL AT TOP AND MUST BE ORIENTED RELATIVE TO GAGE UNE AS SHOWN. 3. RECOMMENDED DESIGN LOADS FOR EACH BEAM SHOULD BE 70% OF THE TOTAL UNIT OPERATING WEIGHT APPLIED AS A UNIFORM LOAD TO EACH BEAM. BEAMS SHOULD BE DESIGNED IN ACCORDANCE WITH STANDARD STRUCTURAL PRACTICE. THE MAXIMUM ALLOWABLE DEFLECTION OF BEAMS UNDER THE UNIT SHALL BE * (REFER TO 4. ALL MOUNTING HOLES OF ARE 7/8" DIAMETER. AT THE LOCATIONS SHOWN. 5. IF VIBRATION ISOLATORS ARE USED, A RAIL OR CHANNEL MUST BE PROVIDED BETWEEN THE UNIT AND THE ISOLATORS TO PROVIDE CONTINUOUS UNIT SUPPORT. ADDRIONALLY THE SUPPORT BEAMS MUST BE DESIGNED TO ACCOMMODATE THE OVERALL LENGTH AND MOUNTING HOLE LOCATION OF THE ISOLATORS WHICH MAY DIFFER FROM THOSE OF THE UNIT. REFER TO VIBRATION ISOLATOR DRAWINGS FOR THESE DATA. BALTIMORE AIRCOIL COMPANY MODEL NO. VF1- 018 -12H DIMENSION A 45 3/8" B 65 1/2" SUGGESTED STEEL SUPPORT FOR VF1 UNITS DRAWING NUMBER: BAC- 15839A (SEE NOTE 3) 3/16' NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARiHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. BAC -7092 A 2002080Doore CompoIW. w Sin aeewret 1 NO LOW — TEMP SWITCH CONTROL POWER SUPPLY (125 VA 24 VAC TO 227 VAC) HIGH — TEMP SWITCH NOTES: 1. A 15 SECOND TIME DELAY IS REQUIRED BEFORE ENERGIZING THE LOW SPEED CIRCUIT WHEN SWITCHING FROM HIGH SPEED. 2. THE LOW SPEED AND HIGH SPEED FAN CIRCUITS SHOULD BE WIRED SUCH THAT BOTH FAN CONTROL CIRCUITS DO NOT ENERGIZE AT THE SAME TIME. 3. AT LOW SPEED, LOW TEMPERATURE SWITCH WILL BE IN NORMALLY OPEN POSITION AND HIGH TEMPERATURE SWITCH WILL BE IN NORMALLY CLOSED POSITION. AT HIGH SPEED, BOTH SWITCHES WILL BE IN NORMALLY OPEN POSITIONS. SYMBOL DESCRIPTION FSH HIGH SPEED FAN CONTROL CONTACTOR COIL FSL LOW SPEED FAN CONTROL CONTACTOR COIL NO NORMALLY OPEN CONTACT NC NORMALLY CLOSED CONTACT C COMMON TD TIME DELAY CONTACTOR COIL (NORMALLY CLOSED — INSTANT OPEN, TIMED CLOSE DELAY OFF) DANGER - POTENTIAL HIGH VOLTAGE HAZARD WHEN A POWER FACTOR CORRECTION CAPACITOR IS USED WITH THE LOW SPEED MOTOR OF THE ENERGY MISER .FAN SYSTEM, THE POWER FACTOR CORRECTION CAPACITOR MUST BE DISCONNECTED FROM THE LOW SPEED MOTOR POWER CIRCUIT WHEN THE LOW SPEED MOTOR IS DE— ENERGIZED. THIS IS NECESSARY IN ORDER TO PREVENT THE POWER FACTOR CORRECTION CAPACITOR FROM ALLOWING THE LOW SPEED MOTOR TO ACT AS A GENERATOR AND PRODUCE HIGH VOLTAGES IN THE LOW SPEED MOTOR CIRCUIT WHEN THE HIGH SPEED MOTOR IS OPERATING. THEREFORE, THE LOW SPEED MOTOR POWER FACTOR CORRECTION CAPACITOR MUST BE WIRED TO THE LOW SPEED MOTOR POWER CIRCUIT THROUGH A SET OF NORMALLY OPEN CONTACTS WHICH WILL DISCONNECT THE CAPACITOR FROM THE POWER CIRCUIT WHEN THE LOW SPEED MOTOR STARTER CIRCUIT IS DE— ENERGIZED. i.e., WHEN THE LOW SPEED MOTOR IS TURNED OFF. TYPICAL WIRING DIAGRAM FOR TWO SPEED MOTOR USING TWO SPDT THERMOSTATS (ALL COMPONENTS AND WIRING SUPPLIED BY OTHERS) B.A.C. ORDER NO: U040711001 DATE: 03/09 /04 BALTIMORE AIRCOIL COMPANY DRAWING NUMBER: BAC -7092 A NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. MODEL I'S f OF HEATERS KW. EACH W1- 018 -12H 1 2 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. BAC- 10183A 20O10Bo more Aica Company. M Mghis Rwiwd. 1 FPT CUTOUT ( SEE NOTE 1 ) 27PT HEATER 0) 3 M 00 M I -- 4 1/4 END OPPOSITE PIPING CONNECTION RIGHT HAND UNIT SHOWN, THERMOSTAT 1 /211 THERMO. PROBE I NOTES: 1. OMIT THE 1'FPT CUTOUT LOCATION WHEN AN ELECTRIC WATER LEVER CONTROL PACKAGE IS USED. THE LOW WATER CUTOUT WILL BE FURNISHED AS PART OF THE ELECTRIC WATER LEVEL CONTROL PACKAGE. 2. HEATERS: _46Q. VOLTS, _3_ PHASE, _60_ HZ, _O'F_ AMBIENT TEMPERATURE. B.A.C. ORDER NO: U040711001 DATE: 03/09/04 BALTIMORE AIRCOIL COMPANY INDUSTRIAL FLUID COOLER ELECTRIC HEATER PACKAGE DRAWING NUMBER: BAC- 101R3A COPWOCHT 1945. BALTIMORE AIICOIL COMMA' L1 L2 L3 N r (BY OTHERS) -o i� -0 1b- -. J HEATER CONTROL POWER SUPPLY (BY OTHERS) BISE (BY OTHERS) -0_o- -0_o- o- 11\ MUM& CONTACT -N.C. SPRAY WATER PUMP (BY OTHERS SEE NOTE 1) • (BY OTHERS) ' t (WIRE w MULTIPLE PARALLEL) I i C ; - -- - 0-o- - ' VIE (W OTHERS) LOW WATER CUTOUT PENN F -63 (BY BAC) C1 NOTES: 1. INTERLOCK IMMERSION HEATERS WITH CIRCULATING PUMP TO DE- ENERGIZE HEATERS WHEN PUMP IS RUNNING_ 2. CONTROL THERMOSTAT IS TO BE SET FOR 40' F. DO NOT SET THERMOSTAT LOWER THAN 4U F. 3. BROKEN LINES INDICATE COMPONENTS AND WIRING TO BE SUPPLIED BY OTHERS. 4. CONTACTOR, FUSE PROTECTION AND POWER SUPPLY WIRING ARE TO BE SIZED TO MATCH HEATER REQUIREMENT_ ZING MUST COMPLY TO APPLICABLE CODES AND ORDINANt.- j THERMOSTAT HEATER PENN A19 -ANC MAGNETIC CONTACTOR (BY BAC -SEE NOTE 2) (BY OTHERS - SEE NOTE 4) BAC - 6988 E B.A.C. ORDER NO: U040711001 DATE 03/09/04 BALTIMORE AIRCOIL COMPANY ELECTRIC IMMERSION HEATER PACKAGE THREE PHASE ELECTRIC HEATER WIRING DIAGRAM BAC-6988 B C NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 20000Baimas firma Comm. N bib Remold. WRING DIAGRAM CHART BAC- 17491A =Shut down with local reset OPERATING INSTRUCTIONS Follow the installation drawings and wiring diagram (see chart below) to ensure the proper operation of the vibration switch. Direct any questions to your local BAC Representative. NOTE Moisture inside the switch can lead to switch failure. Care must be taken when replacing the cover on the vibration switch to ensure that the proper watertight seal is obtained. CAUTION Before performing any maintenance, adjustment or inspection of the switch, make certain that all power has been disconnected and locked in the off position. SWITCH LOCATION SERIES V 0 B.A.C. ORDER NO: UO40711001 DATE 03 /09/04 -...�. a..: N:•s xrr�- SS�rs.^.:•.�a� �s.t.�z:a: r �:r,:*��;.:; • VIBRATION CUTOUT SWITCH BALTIMORE AIRCOIL COMPANY NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT is DUE TO THE QUALITY OF THE DOCUMENT. _ BAC- 11490A MECHANICAL VCOS LOCATION CENTRIFUGAL FAN UNITS DRAMS NOM DA/'- 11AA/■A ZOODOBai&narc Aired Comply. M Right Reared. NOTES: 1. LOCAL PUSH BUTTON RESET. 2. TO MAINTAIN HAZARDOUS DUTY RATINGS. THE FACTORY INSTALLED WATER TIGHT CONDUIT /CABLE CONNECTION FITTINGS MUST BE REMOVED AND THE FOUR CONDUCTOR CABLE MUST BE ROUTED NSDE OF A SUITABLE EXPLOSION PROOF CONDUIT. NOTE: THE CONNECTORS CAN EASILY BE REMOVED WITHOUT HAVING TO UN-NRE THE CONDUCTORS FROM INSIDE THE CUTOUT SNITCH. 3. THE MECHANICAL VIBRATION CUTOUT SNATCH COMES MTH TWO WATER TIGHT CONDUIT /CABLE CONNECTORS. ONE CONNECTOR IS USED TO PROVIDE A WATER TIGHT CONVECTION TO THE VIBRATION CUTOUT SNITCH AND THE OTHER IS PROVIDED FOR THE ELECTRICIAN TO CONNECT THE MARE CABLE TO A JUNCTION BOX LOCATED IN THE MINTY OF THE VIBRATION CUTOUT SNITCH. 4. THE NORMALLY OPEN SNITCH WIRE (WHITE) HAS A FACTORY INSTALLED BUTT END CONNECTOR SO THAT A CLOSED SIGNAL INDICATES NORMAL OPERATION. F RED CONTROL LOGIC IS DESIRED, CUT OFF THE BUTT END CONNECTOR ON THE MATE WRE AND INSTALL A WIRE NUT OR BUTT CONNECTOR ON THE NORMALLY CLOSED MIRE (BLACK). 5. THIS MECHANICAL VIBRATION CUTOUT SNITCH COMES WITH ONE SINGLE POLE DOUBLE THROW SNITCH. THE SNITCH CONTACTS ARE 'DRY CONTACTS' MUCH CAN BE SUCCESSFULLY USED DIRECTLY IN THE FM STARTER CONTROL (TYPICALLY A/C VOLTAGE) CIRCUIT OR DIRECTLY IN A BUILDING MANAGEMENT SYSTEM (TYPICALLY D/C VOLTAGE). CONTACT RATINGS: 15 AMWSO 125 OR 480 VAC. 1/2 AMPO 125 VDC, 1/4 AMPO 250 WIC. B. MOISTURE INSIDE THE SNITCH CAN LEAD TO SNITCH FAILURE. CARE MUST BE TAKEN WEN REPLACING THE COVER ON THE VIBRATION SNITCH TO ENSURE THAT THE PROPER WATERTIGHT SEAL IS OBTAINED. ADJUSTMENTS OF BAC MECHANICAL VIBRATION CUTOUT SWITCH BAC RECOMMENDS THAT EACH VIBRATION CUTOFF SWITCH BE FIELD ADJUSTED AT START -UP TO OPTIMIZE THE TRIP POINT RELATIVE TO ME FINAL MOUNTING POSITION AND VIBRATIONAL CHARACTERISTICS OF THE INSTALLED EQUIPMENT. NOTE: INSTALLATION AND ADJUSTMENT MUST BE PERFORMED BY A QUALIFIED. COMPETENT TECHNICIAN 1. FOR SAFETY SAKE, TURN OFF, THEN LOCK & TAG -OUT THE ELECTRICAL SUPPLY TO THE FAN MOTOR(S). 2. TURN ADJUSTMENT SCREW COUNTERCL.00KWSE (CCIMI) 1/8 TURN AT A TIME UNTIL YOU HEAR THE CONTROL TRIP. 3. ONCE TRIPPED, ROTATE ADJUSTMENT SCREW 1/4 TURN CLOCKWISE (CW) AND THEN PUSH IN MANUAL RESET BUTTON. 4. START UP FAN(S) TO DETERMINE F THE START -UP WILL CAUSE THE CUT -OUT SNITCH TO TRIP. 5. IF THE VIBRATION CUTOUT SWITCH DOES NOT TRIP. THEN START AND STOP THE FAN TVA) MORE TIMES AND IF THE CUTOUT SWITCH STILL DOES NOT TRIP. THEN CAUBRATIQN IS COMPLETE. IF THE VIBRATION CUTOUT SWITCH DID TRIP, THEN TURN OFF, THEN LOCK & TAG -OUT THE ELECTRICAL SUPPLY TO THE FAN MOTOR(S). ADJUST THE SET POINT SCREW AN ADDITIONAL 1/4 TURN CO AND THEN DEPRESS THE RESET BUTTON. RE -START THE FAN(S) TO DETERMINE IF THE START -UP WILL CAUSE THE SWITCH TO TRIP. REPEAT THIS ADJUSTMENT PROCESS UNTIL THE CONTROL DOES NOT TRIP. ONCE THE FINAL ADJUSTMENT HAS BEEN MADE, START AND STOP THE FAN TWO MORE TIMES AND IF THE CUTOUT SWITCH STILL DOES NOT TRIP, THEN CALIBRATION IS COMPLETE. B.A.C. ORDER NO: U040711001 DATE: 03/09/04 MECHANICAL VIBRATION CUT -OUT SWITCH (ONE— SINGLE POLE DOUBLE THROW SWITCH) SEfPONT ADJUSTMENT Y FLEXIBLE JACKET CUSTOMER WIRES (FOR HAZARDOUS RATINGS SEE NOTE 2) WATER PROOF CONDUIT CONN (SEE NOTE 3) LOCAL RESET (SEE NOTE 1) WATERTIGHT SEAL (SEE NOTE 6) MOUNTING PLATE WIRING DIAGRAM (ONE — SINGLE POLE DOUBLE THROW SWITCH — SEE NOTE 5) TO CUSTOMER FAN CIRCUIT OR BUILDING MANAGEMENT SYSTEM (SEE NOTE 5) (SEE NOTE 4) CI (MITE) (RED) (BLACK) (GREEN) 9 N.O. b PLC. BAC PART# 311788 CASE GROUND BEFORE PERFORMING ANY MAINTENANCE, ADJUSTMENT OR INSPECTION OF THE SNITCH. MAKE CERTAIN THAT ALL POKER HAS BEEN DISCONNECTED AND LOCKED IN THE OFF POSITION. SHUT OFF MTH LOCAL RESET BALTIMORE AIRCOIL COMPANY MECHANICAL VCOS WIRING DIAGRAM BAC-17491A NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. BAC-17491A • Mar 17 04 02:31p FAX TRANSMITTAL DATE: 03-17-2004 TO: MacDonald Miller "Th 7707 Detroit Ave. SW Seattle. Washington 98146 ATTN.: Mr. Kris Johanson COMMENTS: Enclosed are: - Request for P.O. # - Stamped letter. - Calculations. BY: Ali Ghassemilcia, PE F It.E. COPY \ under:A:3nd t‘i;At tbe Flan Cherdic approvals are b\edt COOS'S anC.1 ort%iti.r.:tort.s and approval oi nOt. atIt11367.1-1 the v\o‘atIon anv LOP" OV 'M 0e° Co • . t'.:0(1C. OrdtilfiVIC.C..'.. t t • JOB NO: 156-0406 SUBJECT: 12770 Gateway Drive FAX NO.: 206-768-3873 COPY TO: File 555-116th Ave. NE, Suite 150 Bellevue, Washington 98008 Phone:(425) Fax: (425) PAGE: 1 OF 27 Lw p. 1 Mar 17 04 02:31p K I A C O Date: March 15, 2004 Client: MacDonald - Miller Facility Solutions 7717 Detroit SW PO Box 47983 Seattle, Washington 98146 Attn.: Mr. Kris Johanson Project: 12770 Gateway Drive, Tukwila, WA Mechanical unit support Job No. 156-0406 AGREEMENT FOR ENGINEERING SERVICES SCOPE OF WORK: Kia CO will visit the site and provide structural calculations on 8112 x 11 for one roof top cooling tower unit support based on unit weight and information provided by your office. Fee : 14-Hrs @ $95.00 + 34 miles © $0.40 = $1343.60 This fee will not include any Building Department Coordination or construction administration. All fees and costs are due 30 days after they are billed. Please send us a P.O. # if this meets with your approval. Kia CO Ali Ghassemikia, PE p. 2 Lincoln Center Business Park 555 116th Ave. NE, Suite 150 Bellevue, WA 98004 Phone 425.644 -6400 Fax 425.644 -0463 1( Mar 17 04 02:31p K I A C O March 17, 2004 MacDonald - Miller Facilities Solutions 7717 Detroit Ave. SW Seattle, Washington 98106 Attn.: Mr. Kris Johanson Project: 12770 Gateway Drive Cooling Tower Support Tukwila, Washington Job No. 156 -0406 Lincoln Center Business Park 555 116th Ave. NE, Suite 150 Bellevue, WA 98004 Kia CO visited the above - mentioned site on 3- 11-04. The purpose of our site visit was to verify the existing roof structure for the new cooling tower. Existing roof is adequate to support the new cooling tower (2955 pounds) in place of the existing unit, which was 2800 pounds (see calculations page 1 through 15). It is our understanding that the base for new unit is identical to the old unit. We can use existing 7/8" diameter bolts for attachment of the unit to the roof (see calculations page 16 through 18). There are (4) -7/8" diameter bolts, one at each comer. Existing roof and anchor bolts are adequate to su000rt the new cooling tower. Please call if you have any questions. Kia CO / 0 � -- ,•�/.- .dam -- o�" Alireza Ghassemikia, PE 1 EXPIRES J . — 27 - � ��� p. Phone 425.644 -6400 Fax 425.644 -0463 Mar 17 04 02:31p 4 6• p .j .. . rr rF T w::.:-. ;="-e tfir I' 11 ..• i• Cow r?v/ , .0Ir 4 . L ?TA_ Rcc = `,--^ 1'1 ;r%4 ProNWSuboct .6rAt0 AT.'ettea /uN /T ed. Rvv( -•• ••.• a 5 p2 -co 'a,c VTp -mop ?Lk.) Tovii5it By / 04 • ' / qtr Data . 9/04. p.4 Sheel No. ,J No. � 1540 -loco z Z CC W 0 0 0 . W u. N a. = W Z � ZI- W W U o O - 01- W W I- • U IL ti Z • = 0 F- z Mar 17 04 02:31p U 4 G.HECK ems..;: Ti 06* m • • • • • • • . ., ." !r?7QtT. oIa r,� 4r 3 0 L. ) mMecVSubiect • Oats 3/04 p.5 • Stwet N ra. /z�I Job No. , ' I ' 0=04 Mar 17 04 02:31p Edit Q,raphs Resell Tendon Force and _... Heights [..11.......... Cycle No: 2 WT 145,1 Lb Force _ _1Pmin Pmax Stresses Tens Comp W BAL Min " Max PT Forces ( Tendon Height Required Forces (3 J • Mode Selection Status t: Force Selection t Stresses Tension & Compressfon'[4•J Governing Forces Units: Force [kips], Tendon Height [inch], P/A [psi] p.6 aof zalv • Force Left I Center I Right PIA (mid) I Whel %DL Left 1 Center I Right 1 74.0 •6.50 -17.00 •3.00 162 120 57 57 57 2 74.0 -3.00 -15.25 -3.00 162 107 57 57 57 3 74.0 -3.00 -17.00 •6.50 162 :120 • 57 • • 57 • ° 57 Mar 17 04 02:31p Edit Q,raphs Resell Tendon Force and _... Heights [..11.......... Cycle No: 2 WT 145,1 Lb Force _ _1Pmin Pmax Stresses Tens Comp W BAL Min " Max PT Forces ( Tendon Height Required Forces (3 J • Mode Selection Status t: Force Selection t Stresses Tension & Compressfon'[4•J Governing Forces Units: Force [kips], Tendon Height [inch], P/A [psi] p.6 aof zalv • I f 1. 1 h, , I.. .1 Mar 17 04 02:32p 1 1;1 ' 1 11 . I 1 1' 11 I P R O J E C T T I T L E : Gateway Building, Kia Co. .(ob J: 156 -0406 Roof P.T. Beam Below the Mech. Unit ' ,MODULUS OF ELASTICITY BEAMS /SLABS for COLUMNS I 1 • III • • • • ,• 1 - USER SPECIFIED G E N E, R A L D E S I G N P A R A M E T E R S CONCRETE: I • • STRENGTH at 28 days,,for BEAMS/SLABS 5000.00 1 1 • 1 for COLUMNS 4000.00 psi 4030.001 ksi 3604.00 ksi CREEP factor for deflections for BEAMS /SLABS 2.00 CONCRETE WEIGHT • �, I I NORMAL SELF WEIGHT 150.00 pcf :A: • I: I. •, TENSION STRESS limits (multiple of (f'c)1 /2) At Top 6.000 At Bottom 1 '6.000 COMPRESSION STRESS limits (multiple of (f'c)) At all locations REINFORCEMENT: YIELD Strength Minimum Cover, at TOP . Minimum Cover, at BOTTOM It • .Id I. • .450 60.00 ksi 1.00 in 1.00 in p•7 1 '1 1 Z4 Mar 17 04 02:32p 2 - I N P U T G E O M E T R Y LEGEND: 1 - SPAN C = Cantilever. POST-TENSI ONING: SYSTEM UNBONDED Ultimate strength of strand 270.00 ksi Average effective stress in strand (final) 175.00 ksi Strand area .153 in ^2 Min CGS of tendon from TOP 1.00 in Min CGS of tendon from BOTTOM for INTERIOR spans 1.00 in Min CGS of tendon from BOTTOM for EXTERIOR spans 1.75 in Min average precompressicn 125.00 psi Max spacing between strands (factor of slab depth) 8.00 Tendon profile type and support widths (see section 9) ANALYSIS OPTIONS USED: Structural system BEAM Moment of Inertia over support is INCREASED Moments REDUCED to face of support YES Limited plastification allcwed(moments redistributed) YES Effective flange width consideration YES Effective flange width implementation method USER -ENTRY 2.1.1 PRINCIPAL SPAN DATA OF UNIFORM SPANS 3 - FORM 1 = Rectangular section 2 = T or Inverted L section 3 = I section 4 = Extended T or L section 7 = Joist 8 = Waffle p. 8 Page 2 (gateway) ADAPT -PT V- 6.17 ACI = = === =ma= ____ =a. = = =sr ocaaxaa = a_ a -= S Fl I I TOP 'BOTTOM /MIDDLE ! I P 01 I I FLANGE I FLANGE I REF I NMLTIPLIEP. A RI LENGTH' WIDTH DEPTH' width thick.' width thick.IHEIGHTI left right N MI ft I in in I in in I in in ; in I -1 3 - - - -4 5 6 7 8 9 10 - - - -11 12- - - -13- 1 2 30.00 8.00 24.50 66.00 4.50 .00 .50 .50' 2 2 30.00 8.00 24.50 66.00 4.50 .00 .50 .50 3 2 30.00 8.00 24.50 66.00 4.50 .00 .50 .50 Mar 17 04 02:32p Page 3 2.1.3 EFFECTIVE WIDTH DATA. OF UNIFORM SPANS SPAN EFFECTIVE WIDTH in 1 2 1 66.00 2 66.00 3 66.00 ' 2.2 - S U P P O R T W I D T H AND COLUMN D A T A SUPPORT < LOWER COLUMN WIDTH LENGTH • JOINT in ft - -1 2 3 B(DIA) D in in 4 5 6 1 10.00 10.00 10.00 .00 (1) .00 .00 .CD (1) 2 10.00 10.00 10.00 .00 (1) .00 .00 .00 (1) 3 10.00 10.00 10.00 .00 (1) .00 .00 .00 (1) 4 10.00 10.00 10.00 .00 (1) .00 .00 .00 (1) *THE COLUMN BOUNDARY CONDITION CODES (CBC) Fixed at both ends .(STANDARD) Hinged at near end, fixed at far end Fixed at near end, hinged at far end Fixed at near end, roller with rotational fixity at far end - I N P U T A P P L I E D LOADING = == ==M.. = M1= =7is= (gateway) ADAPT -PT V- 6.17 ACI 11 - Top surface to reference line > < UPPER COLUMN > CBC* LENGTH B(DIA) D CBC* ft in in 7 8 9- - - -10- = 1 = 3 = 4 p.9 <--- CLASS - --> < TYPE > D = DEAD LOAD U = UNIFORM P = PARTIAL UNIFORM L = LIVE LOAD C = CONCENTRATED M = APPLIED MOMENT Li= LINE LOAD SW= SELF WEIGHT Computed from geometry input and treated as dead loading Mar 17 04 02:32p Unit selfweight W = 150.0 pcf p. 10 7 Page 4 (gateway) ADAPT-PT V- 6.17 ACI Intensity ( From .. To ) ( M or C ...At) Total on Trib SPAN CLASS TYPE k/ft^2 ( ft ft ) (k-ft or k ...ft) k/ft -1 2 3- 4 5 6 7 8 9 ._ L Li .00 30.00 .35 D Li .00 30.00 .085 1 SW U .00 30.00 .476 2 L Li .00 30.00 .135 2 D C 1.97 2.00 2 D Li .00 30.00 .085 2 SW U .00 30.00 .476 3 L Li .00 30.00 -135 3 D L .00 30.00 .085 3 SW U .00 30.00 .476 3.1 - LOADING AS APPEARS IN USER'S INPUT SCREEN PRIOR TO PROCESSING UNIFORM (k/ft^2), ( CON. or PART. ) (MOMENT) SRAM CLASS TYPE LINE(k/ft) ( k@ft or ft-ft ) ( k-ft @ ft ) -1 2 3- 4 5 6 7 8 • 1 L L .135 .00 30.00 1 D L .085 .00 30.00 2 L L .135 .00 30.00 2 D C 1.97 2.00 2 D L .085 .00 30.00 3 L L .135 .00 30.00 3 D L .085 .00 30.00 NOTE: SELFWEIGHT INCLUSION REQUIRED ALCULA.TED SECTION PROPERTIES . =. 7.3 M0 =it = MO.= ====-====-=mummam 4.1 For Uniform Spans and Cantilevers only Mar 17 04 02:32p Page 5 (gateway) ADAPT-PT V- 6.17 ACT < Tributary Width > < Effective Width > SPAN AREA Yb Yt I Yb Yt in ^2 in in in ^4 in in - -1 2 3 4 5 6 7 -- 1 457.00 17.96 6.54 .2144E +05 17.96 6.54 2 457.00 17.96 6.54 .2144E +05 17.96 6.54 3 457.00 17.96 6.54 .2144E +05 17.96 6.54 Note: - -- = Snan /Cantilever. is Nonuniform, see block 4.2 5 DEAD L O A D M O M E N T S , S H E A R S & R E A C T I O N S p. 11 == == ===== = = =aa == = = == == ==aa = =a = = < 5.1 SPAN M OMEN T S (k -ft) > < 5.2 SPAN SHEARS (k) SPAN M(_)* Midspan M(r)* SH(1) SH(r) -1 2 3 4 5 6 1 -2.92 35.55 -52.20 -6.77 10.06 2 -51.39 14.27 -50.24 -10.29 3.51 3 -51.17 36.05 -2.96 -.0.02 6.81 Note: Centerline moments JOINT < 5.3 REACTIONS (k) > <- 5.4 COLUMN MOMENTS (k -ft) -> - -1 2 Lower columns - -- -Upper columns 1 6.77 -2.92 .00 2 20.35 .81 .00 3 18.53 -.93 .00 4 6.81 2.96 .00 6 L I V E LOAD M O M E N T S , S H E A R S & R E A C T I O N S QC = == =Sim = === = a'=a i = S==aal = = =aatu.a = =a < -- 6.1 LIVE L O A D SPAN MOMENTS (k -ft) and SHEAR FORCES (k) --> left* > < - -- midspan - --> < - - -- right* > <- -SHEAR FORCE - -> • Mar 17 04 02:32p Page 6 SPAN max min max min max min left right -1 2 3 4 5 6 7 8 9 - 1 -.72 -.72 8.74 8.74 -12.18 -12.18 -1.64 2.41 2 -11.95 -11.95 3.24 3.24 -11.95 -11.9 -2.03 2.02 3 -12.18 -12.18 8.74 8.74 -.72 -.72 -2.41 1.64 Note: * = Centerline moments (gateway) ADAPT -PT V- 6.17 ACI < - 6.2 REACTIONS (k) -> < 6.3 COLUMN MOMENTS (k -ft) > < - -- LOWER COLUMN - - -> < - -- UPPER COLUMN > JOINT max min max min max min -1 2 3 4- 5- 6 7 - -- 1 1.64 .00 .00 -.72 .00 .00 2 4.43 .00 .23 .00 .00 .00 3 4.43 .00 .00 -.24 .00 .00 4 1.64 .00 .72 .00 .00 .00 Note: Block 6.1 through 6.3 values are maxima of all skipped leading cases MOMENTS REDUCED TO FACE-OF- SUPPORT __ -•- === c== n=== = = = = == == = =sa= = = = == = = = =m == === = == = == = a =aa == 7.1 REDUCED DEAD LOAD MOMENTS (k -ft) :SPAN <- left* -> <- midspan -> <- right* -> - -1 -- 2 3 4 1 -.15 35.56 -48.06 2 -47.15 14.28 -46.74 3 -47.05 36.05 -.17 Note: = face -of- support 7.2 R E D U C E D LIVE LOAD MOMENTS (k -ft) left* > <- midspan - - - -> < right* SPAN max min max min MAX min -1 2 3 4 5 6 7 1 -.05 -.05 8.74 8.74 -11.19 -11.19 p.12 9 Zd Z 4- 0O , N W = CD IL, J F - W u- d F 111 Z F - ; uj D O U O N 1-- w w Z 0 - O Z Mar 17 04 02:33p Page 7 2 3 -11.13 -11.13 -11.19 -11.19 Note: = face -of- support 8 - SUM OF DEAD AND LIVE MOMENTS (k-ft; 9.2 _, Maxima of dead load and live load span moments combined for serviceability checks ( 1.00DL + 1.0OLL ) < lefty > < - - -- midspar - - - -> < right* > SPAN max min max min max min -1 2 3 4 5 6 7 1 -.20 -.20 44.30 44.30 -59.25 - 59.25 2 -58.27 -58.27 17.51 17.51 -57.86 - 57.86 3 -58.24 -58.24 44.78 44.78 -.22 -.22 Note: * = face -of- support 3.24 3.24 -11.12 -11.12 8.73 8.73 -.05 -.05 9 - SELECTED POST - TENSIONING FORCES AND TENDON PROFILES x == ._W= = = m=a=ma= == 9.1 PROFILE TYPES AND PARAMETERS LEGEND: . : For • Span: 1 = reversed parabola 2 = simple parabola with straight portion over support 3 = harped tendon For Cantilever: 1 = simple parabola 2 = partial parabola 3 = harped tendon TENDON P R O F I L E TYPE X1 /L X2 /L X3 /L A/L 1 2 -3- 4 5 p.13 Jo (gateway) ADAPT -PT V- 6.17 AC -T Mar 17 04 02:33p Page 8 1 9 3 FORCE SPAN (k / -) -1 2 1 74.000 2 74.000 3 74.000 .Approximate weight of strand SPAN - -1 1 2 3 SPAN - 1 1. 2 3 1 1 1 2 .00 .00 .00 .100 ._00 .100 Note: * face -of- support 3 2.48 .00 3.06 L E = T * TOP BOTTOM 2 3 - 174.19 - 128.24 - 144.26 - 210.46 - 146.59 - 204.04 (gateway) .5CC .500 .500 9.3 - SELECTED POST - TENSIONING FORCES AND TENDON DRAPE Tendon editing :node selected: FORCE SELECTION SELECTED VALUES > <- DISTANCE OF CGS (in) -> Left Center Right 3 -- 4 5 - 6.50 -17.00 -3.00 - 3.00 -15.25 -3.00 -3.00 -17.00 -6.50 - BASED ON STRESS CONDITIONS -> LEFT* CENTER RIGHT* 4 .00 .00 .00 9.6 SERVICE S T R E S S E S .100 .100 .100 CENTER TOP BOTTOM 4 5 - 153.99 - 183.71 - 146.17 - 205.20 - 155.83 - 178.68 . 000 . 000 .000 =.a 145.1 LB <- RASED ON MINIMUM P/A -> LEFT CENTER RIGHT 5 6 7 - -- 57.13 57.13 57.13 57.13 57.13 57.13 57.13 57.13 57.13 (psi) (tension shown positive) R I G H T TOP BOTTOM 6 7 - -- - 142.83 - 214.39 - 145.71 - 206.47 - 174.09 - 128.50 p.14 ADAPT -PT V- 6.17 ACI = = == o .a == < - -- CALCULATED VALUES - - -> P/A Wbal t1bal (psi) (k / -) ( %DL) 6 7 8 - 161.93 .671 120 161.93 .671 107 161.93 .671 120 9.5 R E Q U I R E D MINIMUM P O S T - T E N S I O N I N G FORCES (kips) Mar 17 04 02:33p Note: = face -of- support 9.7 POST- TENSIONING B A L A N C E D M O M E N T S , SHEARS & REACTIONS <--SPAN M O M E N S (k -ft) - -> < -- SPAN SHEARS (k ) --> SPAN left* midspan right* SH(1) SH(r) -1 2 3 4 5 6 1 3.55 -46.46 54.03 -.99 -.99 2 53.45 -21.82 53.42 .00 .00 3 54.05 -46.45 3.55 .99 .99 Note: * = face -of- support (gateway) ADAPT -PT V- 6.17 ACI <-- REACTIONS (k )--> < -- COLUMN MOMENTS (k -ft) - -> -joint 2 Lower columns Upper columns 1 .994 3.143 .000 2 -.994 -1.039 .000 3 -.994 1.081 .000 .995 -3.140 .000 10 - F A C T O R E D MOMENTS & R E A C T I O N S at 9iY1C. = = =� =!= =ft= ___ == = == =_a == = = = = === Calculated as ( 1.40D + 1.70L + 1.00 secondary moment effects) 10.1 FACTORED DESIGN MOMENTS (k -ft) < left* > < - - -- midspan - - - -> < right- > SPAN max min max min max min -1 2 3 4 5 6 7 1 3.04 3.04 82.68 82.68 -53.99 -53.99 2 -53.23 -53.23 57.39 57.39 -52.67 -52.67 3 -52.56 -52.56 83.38 83.38 3.00 3.00 Note: face -of- support P. 15 Mar 17 04 02:33p Page 10 10.2 SPAN 1 2 3 Note: x � 3sa SECONDARY MOMENTS (k-ft) < -- left* - -> <- midspan -> < -- right* - -> 2 3 4 3.56 31.92 32.57 s == face -of- support 11 - M I L D S T E E L SPECIFIC CRITERIA for ONE -WAY or BEAM SYSTEM - Minimum. steer. - Moment capacity > factored (design) moment REINFORCEMENT based on S T E E L A T T O P (gateway) ADAPT -PT V- 6.17 ACT 18.05 31.91 18.06 M I D - S P A N 32.54 31.90 3.55 10.3 FACTORED REACTIONS 10.4 FACTORED COLUMN MCMENTS (k) < -- LOWER column - -> < -- UPPER JOINT max min max min max -1 2 3 4 - -- 5 6 - 13.27 10.48 -.95 -2.17 .00 2 35.03 27.50 .48 .09 .00 3 32.48 24.95 -.23 -.63 .00 4 13.32 10.53 2.23 1.C1 .00 aae11110202 = =aasa == 0.004A Support cut -off length for minimum steel(length /span) Span cut -off length for minimum steel(length /span) Top bar extension beyond where reauired Bottom bar extension beyond where required TOTAL WEIGHT OF REBAR = 382.8 lb TOTAL AREA COVERED 495.00 ft ^2 AVERAGE _ (k -f t) column - -> min 7 .17 .33 12.00 in 12.00 in .00 . 00 .00 .00 NO REDISTRIBUTION of factored moments B O T T O M . 8 psf p.16 13 = =acsass..11== Mar 17 04 02:33p Page 11 11.3.1 STEEL AT SUPPORTS TOP As DIFFERENT REBAR CRITERIA JOINT (in^2) <---TILT MIEN D+.25L-> -- 2. 2 3 4 5 a As DIFFERENT REBAR CRITERIA SPAN (in^2) <---TILT- MIN D+.25L-> 1 2 3 4- -5 1 .00 ( .00 .00 .00) 2 .00 ( .00 .00 .00) 3 .00 ( .00 .00 .00) 1 1.25 ( .00 1.25 .00) 2 1.25 ( .00 1.25 .00) 3 1.25 ( .00 1.25 .00) 4 1.25 ( .00 1.25 .00) === a- No shear reinforcement required (gateway) As DIFFERENT REBAR CRITERIA (in^2) < ULT MIN--D+.25L-> 6 7 .57 ( .00 .57 ( .00 .57 ( .00 As (in^2) 6 .00 .00 .00 .00 BOTTOM DIFFERENT REBAR CRITERIA < ULT MIN--D+.25L-> 7 8 9- ADAPT -PT V- 6.17 ACI .00 .00 .00 .00 12 -S H EAR DE S I G N FOR BEAMS AND ONE-WAY SLAB SYSTEMS .57 .57 .57 .00) .00) .00) 8 9- .00 .00) .00 .00) .00 .00) p.17 ==aaa Y; Mar 17 04 02:34p Page 12 13 - M A X I M U M . S P A N D E F L E C T I O N S =sacr= ==a p.18 (gateway) ADAPT -PT V- 6.17 ACI = ∎ ∎=∎. rr rsr .aearMM.771rw,rrsrmsfa....afry aasaaa r+ .oavor Concrete's modulus of elasticity Ec = 4030.00 ksi Creep factor K = 2.00 Ieffective /Igress...(due to cracking) K = 1.00 Where stresses exceed 6(fc') ^1/2 cracking of section is allowed for. Values in parentheses are (span /max deflection) ratios DEFLECTION ARE ALL IN inches, DOWNWARD POSITIVE SPAN DL DL +PT DL +PT +CREEP LL DL +PT +LL +CREEP -1 2 3 4 5 6 1 .06 -.01 -.04( 9520) .01(25461) - .02(15206) 2 .01 -.01 - .02(21716) .00( * * * * *) - .02(23971) 3 .06 -.01 - .03(10435) .01(25429) -.02(17698) Z •� 2 H, Z' W O 00. 0 W, N W W 1 u. J (0 d Wi Z � O: W W Q Ni 0 I--; ILI W; - H' 11.1 . t.) co O Z K I A co - 1f.t . • ii • • • • - • r. . • k 1.1 I. t.J • • • ..... • ...... - • - : • • • . . .. • • : . .. ...... ... • • . • • t. -o It - - iv --- IA : I ;. !I II "-- - ° - r (.1.......... . 1 .... 1 -.. : ....;;) :... 1 ! 'g. •-V- .0 ... . ..... . Li 4_ 1 P AI ' tr; • •! : 4 * : Q • - .1 1 - I .,.. • - 4.. : • .-g l .1 t 0 , V 0 Al ill ; , •, ..... ..,„.. c, . A : .J1 • - S 4,1 - . - . ...... ..... : it? 1.- NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN This NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 3 o-. KI A Co : : 5. t:t S 0 •• • ..... • ....... . .. ..... . • • .! - . : .... • • . .. ....... ' 1 :• : • : •• : 4 -if 1.• - -I : p j. t I t: _ •. 1- LII : 1) '1 • - • • • • NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR 11-IAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 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Sheet No, Job No. p.21 .. • • • • • ...... • • • • ....... " - o m z NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. _ _ 0 n3 •• cR 4 • TOP OF' PARAPEJ EL.II5.13 EL.JQl131 • • 1 .•• a • Mi. • a • .•• • • .I• I• .LINE OF 'STAIR .- 8EL Qw. • • • Lr(00,91 1 • • COrac, Pao ry . Co M SHIP'S I SEE 1 1 r • 1 1 • NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. • •y. • • • v • east • 1. I • , Qv 3 3 7 AO -geQ - 1 -• - J 3 F - M r M 03 - o r RIDGE] . S r • • N - - - -- --- - -f—W 1 co :. r 24'- O.' @ .1NAl:L;. OPNG: , N 03 MODEL NO. APPROX. SHIPPING LEST' APPROX. OPERATING HEAMEST S(�0N ' F H VF1- 018 -02 2175 2635 2175 • 13 1/4' 8' -7 1 4" VF1- 018 -12 2415 2955 2415 • 21 3/4" 7' -3 3 4' VF1- 018 -22 2840 3260 1720 30 1/4" 6' -O 1 4" VF1- 018 -32 2940 3660 2010 30 3/4" 8' -8 3 4' VF1- 016-42 319D 4010 2260 47 1/4' 9' -5 1/4' Mar 17 04 02:36p 2X IM1311 W I G�w. M AM Irwa 1 I I I O BFW BEVELED FOR WELDING. ® FAN MOTOR LOCATION. • UNIT NORMALLY SHIPS IN ONE PIECE. 17 1/6" 13' 1/2" FPT VENT NOTES: 1. AU. DIMENSIONS ARE IN FEET AND INCHES. WEIGHTS ARE IN POUNDS. 2. UNLESS OTHERWISE INDICATED, ALL CONNECTIONS 8 INCHES AND SMALLER ARE MPT AND CONNECTIONS 6 INCHES AND LARGER ARE BEVELED FOR WELDING. 3. DIMENSIONS SHOWING LOCATION OF COIL CONNECTIONS ARE APPROXIMATE AND SHOULD NOT BE USED FOR PREFABRICATION CF CONNECTING PIPING. 4. FOR SUPPORT REQUIREMENTS, REFER TO THE SUGGESTED STEEL SUPPORT DRAWING. B.A.C. ORDER NC: DATE: 2 1/4" 17 1/4" y 30" L- 3'-11 1/2" 12 1/8" 0 4" SEW FLUID OUT 4' MPT DRAIN WITH CAP 13 1/4" BALTIMORE AIRCOIL COMPANY BAC- 11544A p.24 RIGHT HAND UNIT END OUTLET WIN PUMP BAC- 11544A 20006Bd6norc Pico] Cowry. M tips Resemt ® FAN MOTOR LOCATION. • UNIT NORMALLY SHIPS IN ONE PIECE. 1/2" FPT VENT 17 1/8" 4" FLANGED FLUID IN 13' _ MPT MAKE-UP 2' MPT OVERFLOW M N M ` Y MPT DRAIN t f I 1 2 1/4" — 2 CO 17 1/4" --- ao DAZE: 03/09/04 B.A.C. ORDER NO: U040711001 3' -6 1/4" 12 1/8" 4" FLANGED FLUID OUT 30" 3' -11 1/2 " NOTES: 1. ALL DIMENSIONS ARE IN FEET AND INCHES. WEIGHTS ARE IN POUNDS. 2. UNLESS OTHERWISE INDICATED, ALL CONNECTIONS 6 INCHES AND SMALLER ARE MPT AND CONNECTIONS 8 INCHES AND LARGER ARE BEVELED FOR WELDING. 3. DIMENSIONS SHOWING LOCATION OF COIL CONNECTIONS ARE APPROXIMATE AND SHOULD NOT BE USED FOR PREFABRICATION OF CONNECTING PIPING. 4. FOR SUPPORT REQUIREMENTS. REFER TO THE SUGGESTED STEEL SUPPORT DRAWING. BALTIMORE AIRCOIL COMPANY NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. BAC- 11544AX08 3 RIGHT HAND UNIT END OUTLET WITH PUMP BAC- 11544AXOR 1 0 U1 APPROX. APPROX. HEAVIEST MODEL NO. SHIPPING OPERATING SECTION F H WEIGHT WEIGHT (COIL) VF1- 018 -12H /X 2415 2955 2415 • 21 3/4" 7' -3 3/4" 20006Bd6norc Pico] Cowry. M tips Resemt ® FAN MOTOR LOCATION. • UNIT NORMALLY SHIPS IN ONE PIECE. 1/2" FPT VENT 17 1/8" 4" FLANGED FLUID IN 13' _ MPT MAKE-UP 2' MPT OVERFLOW M N M ` Y MPT DRAIN t f I 1 2 1/4" — 2 CO 17 1/4" --- ao DAZE: 03/09/04 B.A.C. ORDER NO: U040711001 3' -6 1/4" 12 1/8" 4" FLANGED FLUID OUT 30" 3' -11 1/2 " NOTES: 1. ALL DIMENSIONS ARE IN FEET AND INCHES. WEIGHTS ARE IN POUNDS. 2. UNLESS OTHERWISE INDICATED, ALL CONNECTIONS 6 INCHES AND SMALLER ARE MPT AND CONNECTIONS 8 INCHES AND LARGER ARE BEVELED FOR WELDING. 3. DIMENSIONS SHOWING LOCATION OF COIL CONNECTIONS ARE APPROXIMATE AND SHOULD NOT BE USED FOR PREFABRICATION OF CONNECTING PIPING. 4. FOR SUPPORT REQUIREMENTS. REFER TO THE SUGGESTED STEEL SUPPORT DRAWING. BALTIMORE AIRCOIL COMPANY NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. BAC- 11544AX08 3 RIGHT HAND UNIT END OUTLET WITH PUMP BAC- 11544AXOR 1 0 U1 BAC- 15839A 3 ZIOO oNmoie Mee Company. M ICghn limed I NOTES; OUTLINE OF UNIT AIR INLET SIDE (4) 7/8" MOUNTING HOLES B B.A.C. ORDER NO: U040711001 DATE: 03/09/04 1_ THE RECOMMENDED SUPPORT ARRANGEMENT FOR VF1 UNITS CONSISTS OF TWO PARALLEL I —BEAMS EXTENDING THE FULL LENGTH OF THE UNIT. SUPPORTS AND ANCHOR BOLTS ARE TO BE DESIGNED AND FURNISHED BY OTHERS. 2. ALL SUPPORTING BEAMS ARE TO BE FLUSH AND LEVEL AT TOP AND MUST BE ORIENTED RELATNE TO GAGE LINE AS SHOWN. 3. RECOMMENDED DESIGN LOADS FOR EACH BEAM SHOULD BE 70% OF THE TOTAL UNIT OPERATING WEIGHT APPLIED AS A UNIFORM LOAD TO EACH BEAM. BEAMS SHOULD BE DESIGNED IN ACCORDANCE WITH STANDARD STRUCTURAL PRACTICE. THE MAXIMUM ALLOWABLE DEFLECTION OF BEAMS UNDER THE UNIT SHALL BE INCH. (REFER 4. AALL OUNTi G HHOLE O HOLES ARE 7/8" DIAMETER. AT THE LOCATIONS SHOWN. 5. IF VIBRATION ISOLATORS ARE USED, A RAIL OR CHANNEL MUST BE PROVIDED BETWEEN THE UNIT AND THE ISOLATORS TO PROVIDE CONTINUOUS UNIT SUPPORT. ADDITIONALLY THE SUPPORT BEAMS MUST BE DESIGNED TO ACCOMMODATE THE OVERALL LENGTH AND MOUNTING HOLE LOCATION OF THE ISOLATORS WHICH MAY DIFFER FROM THOSE OF THE UNIT. REFER TO VIBRATION ISOLATOR DRAWINGS FOR THESE DATA. BALTIMORE AIRCOIL COMPANY MODEL NO. VF1 - 018 -12H DIMENSION A 45 3/8" B 65 1/2° (SEE NOTE 3) 3/16" DRAWING NUMBER: BAC- 15839A SUGGESTED STEEL SUPPORT FOR VF1 UNITS NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. SLIL - 'o" ..a Y310U3 O1Old 1Y1Y11AQ1t 1103altl 3HOWllltle 06 /S/Z 3LV4 82/00746 oil Ann Y•n •1asr• 11U1lMtl /S M011731RU)S. MU UM IS Asa IN.K Maw 311111Man )h 1MIIl33aSS VW JO coitus) 1 11a s 3 s1� ]1 4•7 115111 • 53111311613 MIT 10 7N •I11TM; I1 115)0' 5311?$ 1133 5.. are 1Yl1Talat '1 :171•. 9111• S t" e e, 41115g1 •1)11111 a0U11a111 .l .11)1 Ilia Ill SO )IM..I 5111 11117! .TV 51155 110//1 Is. to 11115311 3111 611161•1 1a• 111•1: 1 111 11.•0.1.a01l /1 51511131 3 slut 1.13 510..11 Till 113114111a1r 1153/11 1161 l.•MN.Q7 %V.a.. }) SILL 11x1 lal .311511 111110►. )I 11111 11.1111 M 1l) 11 '11le 1615 1001T10P 11117■51 3111 •.5114 4/5,153/1 Ill l• •11151.11 5x11 Ir 111 41151 1... 110 I S3105 31(11X11011541 1151 I- 1 , 1 I,. ?�s,c SZ111t3a i dfl OdS• 03LS38JnS 33314 3710MI6dUIG AllT1MKH SINA, .�ap W4/ :go uos t ro nag •l.... a• Skis 11,51 1.1/ all 41)3 S 11111 a• ••■17)1,)4 31/15/111 1.11)11 M M .131$171. 1 .1111ll11 11101111 a151 015 I. 511611 16113 1)511 13111 61 1111 aa15M • as •111117 111111 )an.51•a tam 111)5 751 15 s11 11111 57 )1 1)11 41 ))1.175.7 .0411 1.0 II .U. ere 1 Al 11 11111 •ILl Niels II 51 155 11511 0.)0•331 5A + •111■11 .I 111,15104 air 07.1011 35 IL )5r 11101 101351 041 U.4 '111 311 3O 1311)1 1141 1.1 311 61) 111161 1111111/ .a. 1$ 1l sOlb 511.1. 1001) Vii 111• 1 ..al. 1153141 11616110371 >' :5131 70HcIS 6101 ft NM . NOW 0 )1O1IMS H31HM6 NOG 311111 a1093S S1 V 531Yd011UO3MI 34)41 H31111IS M 3I1111taH SN3LSA H41e wASSIN31NH01ro SWIM Mir! 03313 053 al0 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 1 j '3 r -a • • ,� 9� t : s�fr•� �a�-� ao�d • . ,0 04 02:51p • i� • l EXPIRES ,1 J 'ri o1 l f • • • • 44/ p.2 G • C r.,. i 2� x � n�M . • 4=1 RECEIVED a . x- , 'NOV 16 2004 DE A 0 4 ProjocVSubject By Date Sheol No. %J Job No. • M O -i - 0 z. QQ 6 JU U 0 W w J CO IL,: w O u- j . I- z � Z o w w C.) • o 1- ww � U • z w U O 1 - z October 4, 2004 Ms. Darla Doll Engineering Technician MacDonald - Miller Facility Solutions 7717 Detroit Avenue SW Seattle, WA 98106 RE: Request for Extension — Permit No. M04 - 014 — 1101 Andover Park West Dear Ms. Doll: This letter is in response to your written request for an extension to Permit No. M04 -014. Based on the information received, the City of Tukwila Building Division will be extending your permit to January 3, 2005. Please be advised that this will be the only extension granted for this project and no further notice will be given prior to the expiration date. A new permit and associated fees will be required after the above -noted expiration date. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, Robert Benedicto Building Official /sks File: Permit No. M04 -014 To: City of Tukwila - Department of Community Development RE: Request for permit extension Permit application No. M04 -014 1101 ANDOVER PK W TUKW ATTN: Bob Benedicto, Building Official Mr. Benedicto, We would like to request a permit extensi company, CNR Electrical, has finish the have the electrical portion of the job insp • Facility Solutions from requesting final in be expiring on Oct 4, 2004 and we would If you have any questions please contact darla.doll a macmiller.con. . Thank you, Darla Doll Engineering Technician MacDonald- Miller Facility Solutions .6/Kc=h) gocia_e /54/ MocOeni{9MNIw FadlIty Solutions, Ina. CZ) MacDonald - Miller FACILITY SOLUTIONS September 30, 2004 n for Permit #M04 -014. The electrical ork required for final inspection but has yet to tad. This is what has kcpt MacDonald- Miller petition. Our current Mechanical Permit will ike to extend it another 180 days. c at (206) 768 -4278 or by e-mail at c r � TUT SEP 3 0 2004 PERMIT CENTER PO Box 47983 7717 Detroit Avenue SW .. 206,763.9400 seetsie, WA 98148 Seattle, WA 96106 www.macnilller.com z re 2 v U O tn u) 1- w O uu-u- a z ° : I— w Z I—O Z I— w Of D o. 0 w w' w z 0 z j 11 -02 -2004 KRIS JOHANSON 7717 DETROIT AV SW SEATTLE, WA 98106 RE: Permit No. M04 -044 12770 GATEWAY DR TUKW Dear Permit Holder: Thank you for your cooperation in this matter. Sincerely, Stefania Spencer, Permit Technician xc: Permit File No. M04 -044 Bob Benedicto, Building Official City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division 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. Based on the above, you are hereby advised to: Call the City of Tukwila Permit Center at 206 - 431 -3670 to arrange for the next or final inspection. This 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 are -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 12/31/2004, your permit will become null and void and any further work on the project will require a new permit and associated fees. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431 -3665 Documents/routing slip.doc 2 -28 -02 DEPARTMENTS: Buildi g ivisio Public Works ❑ PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M04 -044 PROJECT NAME: BECU SITE ADDRESS: 12770 GATEWAY DRIVE X Original Plan Submittal DATE: 03 -24 -04 Response to Incomplete Letter # Response to Correction Letter # Revision # after /before permit is issued 114‘1 h 3' 4 O Fire Prevention ❑ Complete Incomplete ❑ Structural ❑ Planning Division Permit Coordinator DETERMINA ON OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03 -25 -04 57 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROjJTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04 -22 -04 Approved ❑ Approved with Conditions [ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY F625.052 -00E (17?} F62540? -030 (NM i2 DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT. GENERAL ;EMS# . . ';.MAcbO1 S9 Otis .•1 /31`/.2.004 `EFFECTT $''DATE 12/31/2 Dog I!$P,CDONALD %MIL • FAC . SOL INC: PO •BOX • 479F33 • s• • • •• SEATTLE WA .98106 Detach And !)isplay Certificate REGISTERED AS ..PROVIDED BY LAW AS. CDNST}.,CQNT• `:;GENERAL .: :..... • • • ;:,`•:' •REGZST. # EXP.• D tE • •;.�.. • !Ccoi,j;,'•', MACDOFE98ORU . 12/31 /200 1 1 ,' :EI;'FECTIVE :DATE ;: :.;.. •12 3 • NIACDONALD MILLER FAC : SOL INC , PO BOX .47983, ,... ; : SEATTLE - WA "' 9810.6 :: 1 Signature issued by DEPARTMENT OF LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold • 0 206 763 -9400 Please note the following guldellnes In the operation of your business: City of Tukwila, Washington ANON -B LOCI!JS Construction TELEPHONE NATURE OF BUSINESS LICENSEE AGREES TO COMPLY WITH ALL THE REQUIREMENTS OF CITY ORDI- NANCES AND STATE LAWS APPLICABLE TO THE BUSINESS ACTIVITY LICENSED HEREUNDER. MacDonald Miller Facil. Sol. 0 PO BOX 47983 SEATTLE WA 98146 -7983 1 EXPIRATION DATE 12 -31 -2004 DATE ISSUED LICENSE NUMBER 12/22/2003 04 - 085 FEE PAID SALES TAX CODE $50.00 No.1729 This license is to be displayed conspicuously at the location of business and is not transferable or assignable. 1. It is necessary to contact the City Clerk's Office at 206 -433 -1800 in the event your business: • Moves within the city limits of Tukwila • Moves outside the city limits • Ceases operation • Changes ownership • Changes use or type of operation • Will be having a special event (such as a ten! sale, parking lot sale or any other event) outside its routine operation. 2. Additional licenses are required if your business has live music /entertainment, tow trucks, amusement devices, solicitors /peddlers, or adult entertainment. 3. Any retail sales tax generated in Tukwila needs to be reported to the Washington State Department of Revenue, under sales tax code # 1729. 4. Tukwila business license renewals are mailed to all licensed businesses in December and payable without penalty until January 31. UNIT NO. SNVIa O -TEE MO L NUMBER IWLET (COOL - WIN 3I 2 2 CFM CFM . CFM 0 -+ o C3 T ,r. ommIn V , 4.pMO er '• A.ER AN nc,iLK J " , r' , 'i `' S Lai AL.14 OMMIWINIIL' AI I" 1RPM , 533 i 1355 1355 -- 300 25,36 SE2 NC'TE SEE NG':'E NC:NE C - tT'LBS INC:'ES 1000 125 125 35 1,3,4,5 2,4,5,5 2,4,5,6 2 4 EF -1 EF -2 E -3 EF -4 -15 47S 13 .1 27 4 . s 1 O Z oa 'al M 01N1 I rhhMn ell MNKN r /rM eta NM et; N.4 .- ..4.1.- ta4.4. -4.--1 4 -N 14 N NN (V(4 NN Nh N NNf► 490 130 4.0 31 490 277/1 1/4 277/1 933 2S0 6.5 25 423 460/3 1/2 277/1 555 40 4.0 25 300 277/1 1/4 277/1 1475 150 9.5 25 1195 460/3 1/2 277/1 590 45 S.5 30 580 463/3 1/4 277/1 615 50 6.0 30 615 451/3 1/4 277/1 630 115 5.5 27 630 450/3 1/4 277/1 735 110 7.5 32 735 45)/3 1/4 277/1 1050 105 7.0 25 030 453/3 1/2 277/1 910 100 6.0 25 755 453/3 1/2 277/1 1605 210 9.0 25 1130 46)/3 1/2 277/1 710 40 4.5 25 565 277/1 1/ 277/1 1505 125 8.0 22 1145 451/3 1/2 277/1 1505 125 8.0 22 . 1145 453/3 1/2 277/1 725 50 6.0 25 7'5 45)/3 1/4 277/1 725 50 6.0 26 755 460/3 1/4 277/1 8 )O 113 12.0 33 1 140 450/3 1/2 277/1 200 25 3.5 39 2,5 277/1 1/6 277/1 1275 395 - -_ -- --- --- - -- , - -- 1330 470 - -- - -- - -- - -- - -- - -- N ♦1 H cn Co 1885 635 - -- - -- --- --- - -- • - -- 1995 700 --- - -- - -- - -- -_- - -- 1430 430 - -- - -- - -- - -- - -- --- 1610 575 - -- - -- . -- - -- - -- - -- 1125 420 - -- - -- - -- - -- - -- - -- 1995 535 --- .. -- --- --- - -- --- 1150 335 - -- - -- - -- - -- . - -- - -- 5 ---- - -- 453 40 3.5 25 443 277'1 1/4 277/1 560 120 5.0 25 630 4.50/3 1/4 2 870 120 5.0 25 620 450/3 1/2 277,'1 1340 200 7.0 24 94) 450/3 1/2 ; 277/1 1134 200 7.0 25 880 460/3 1/2 2 470 55 3.5 25 4:0 2 - 7,'1 1/4 277.'1 433 50 3.0 26 430 277/1 1/4 277/1 630 80 4.0 25 530 277/1 1/4 277/1 435 55 4.0 26 435 277,/ 1/4 277/1 750 95 4 . C 22 570 277/1 1/4 27711 1135 145 4.5 25 ) 830 46)/3 1,2 ' 277/1 1515 203 8.0 22 1145 457/3 1/2 277/1 1 2,2) 7.0 22 1020 45)/3 1/2 277/1 475 55 3.5 25 ' 440 277 1/4 277/1 435 50 3.0 25 3RO 2 1 1/4 277/1 UNIT MFR & MODEL ; 24 -1 24 -1 , TYPE ROOF WALL WALL INLINE CFM 0 -+ o C3 T ,r. ommIn V , 4.pMO er IESP .75 .25 .25 .125 VOLTS /0/ 450,/3 460/3 460/3 120/1 iHP:W 3 1 1 , 255 1RPM , 533 i 1355 1355 -- 300 25,36 SE2 NC'TE SEE NG':'E NC:NE 6 6 tT'LBS INC:'ES 1000 125 125 35 1,3,4,5 2,4,5,5 2,4,5,6 2 4 EF -1 EF -2 E -3 EF -4 -15 BAYLEi B33J B JENN -AIR HBWE JE:4N -AIR HBW2 3R JAN 365 NOTES 2. 3. 4. 5. 6. UNIT SF-1 Si-3 SF-4 SF-5 4. 5. 6. UNIT �-Ts -- NO7 ES : 2. 3. 4. 5. 6. UNIT P -2 UNIT MR -1 MPG 6 MODEL - MARREL NVAC •Q UIPN3ST SCHEDULE MAMMOTTCU*TOM ROOFTOP PERTAOU$1 AIR CONDITIONING UNIT COOLING CAPACITY - 326 TONS TOTAL, 300 TONS SERI. 62F MB ENTERING AIR. SUPPLY AIR - 126000 CFM 03.25 ESP, 4.8 TS*. (3) MODEL 4450, 48', 60 H2, AIR ?OIL PWG SUiPvY FANS. RELIEF AIR - 126000 CFM 8.75 OSP. (2) MODEL 05425, 40 AP, AIRFOIL PWG RETURN PANS. EVAPORATI'R CC NDSNS E.4 - MCDBL 0345. (4) MODEL 0 ! SCREW ?YPI COMPRESSORS. (4) 92000 CPN, 5RP, PROP TYPE DENSING FANS. PIL'I3RS - 20/20/4, 30 TYPE. ELECTRICAL DATA - DEVICE bUP?LY FANS RELIEF PANS COMPRESSOR CCND. FAN WATER PUMP OPERATING IfT. - 71000 LBS. WOTE3 : ELECTRICAL CCN".'ZACT.:R TC PRO'; IC E 120 V POWER e RCCr FCR MAIN'"a:0ANCE AND SERVICE. FAN SJ?PORT SLEEPERS BY GENERAL CONTR. ITER:.00K Stir' T'STAT. INTERLOCK W/ TIME CLOCK. DISCONN:.CT BY ELr::.TS1CA;, CONTR. MOTOR STARTER BY MECHANICAL CONTR. ACCESSORIES: AIL HOUSING, WA...L S:10TTER, FAN GUARD y ::2 : MODEL l! I TYPE NN -AIR HERS 33 -6 ROOF JE:..i -A :3 H.S4E 30 -3 33 AF SW 33 A F S'.v 24 Ai SA INTERLOCK TO FIRE PROTECTION ALARM S:GNA.r BY ELECT. CONTR. DI3CCi`,NECT BY ELECT. CONTR. FAN CONNECTED TO EMERGENCY O NERA'TOR BY ELECTRICAL CONTR. ti ALL AUTO CeiaNGE -CVER PARTS BY ELEC :R :CAL CONTR. '"•' CW ROTATION, 3:i DISCHARGE, ARRAN. E:4Eti`_ 13. ACCESSORIES: INLET SCREEN, FLANGED OUTLET, BACKDRAFT DAMPER, VARIABLE PITCH FAN SHEAVES, VENTED COVER FOR MOTOR ,SHAFT, BEARING. AND DRIVE COMPONENTS. SAME AS NOT= 4 EXCEPT CCw ROTATION. MCTCR STARTER PROVIDED BY MECHAVICA'. CONTRACTOR, INSTALLED BY ELECTRICAL CCNTRACTOR. 4F;t & l:O.:EL 4 EX.- V•.- 013 -tux {GPM CFM •O 4FR & MCCEL # [TYPE PA;:O e PACO 145155-55 k , 7CA 3.0 1C_M { 7307 8100 CENT 18900 CENT 183')0 CENT 12500 GPI! G^' Hi) - . t i 90 ELECTRIC WALL SEATER SCHEDOIE VOLTS /.1 TFLA 2:77/1 .25 1.5 1.5 VOLT /PH 460/3 460/3 460/3 460/3 461/3 w�'' r; L r$; •)i .25 FL UIL COOL 5R SOFEDULE PL2:42 SOH: RULE ■0'!'15 1. W/ INTEGRAL T'STAT. 2. PROVIDED 11✓CA. CONTR., INSTALLED BY ELECT. CONTR. Ex1Ar:ST FAN SCHEDULE SUPPLY FAA SC:3EZUL , DITPUSER GRILLE SCHEDULE I. 430/ 460/3 460/3 460/3 CON- RLA /FLA TOTAL FLA 77.0 54.0 86.0 7.6 11.6 TCTAL 2 2 10 10 1 10 832 970 1033 1033 1314 IHP EHPH? - - -- v 1COMMENTS NOTE 1,2 A 1 36/36 36/36 X X . 4 . 4 t FAN DESIGN CCNDITS F'AN I W'_' /L !S I NOTES IhP IVOL?S /0/ Env: ILWT WET BULB HTR 1 195 135 67 2 KW 1 KCP.- . *r- 1 MFR PROVIDED E HP ? sP5 .1` Fv,: MC -Co: ti'k MFR PROVIDED 1 /2-1-4 30% GLYCOL SOLUTION. ELECTRICAL CONTR. TO PROVIDE DISC. FOR EC?r!P !SEATER, . FAN MECHANICAL CONTR. TO PROVIDE MOTOR STARTE9S FOR FAN MOTCA. AN! E 31 1 @ 4.50V AT MASON TYPE W NEOPRENE WAFFLE PADS. � ^* 100 IS:.L ION: Mr13., .. NEOPRENE - .. y��� � =�kH =� G .TpC" 1 ,0 UNIT L,w� MCTCR . I SPRAY I''.. Vi /LS 375 175 1300 4 ] 1300 • 700 IIC'rr 3 : 1. PROV I De SRAI+GI? SUCTION DI PFUS ER /9?RA I NIGH 'r'r MGTC+. 2. W/ TAPPED INLET - OUTLET FLANGES FCR TES. PORT:*. • 3. DISCONNECT BY ELECTRICAL CONTRACTOR. 4. NGTOiI STARTER. PROVIDED BY MECHANICAL CONTRAC' R, INSTALLED BY ELECTRICAL CONTRACTOR. ROE U mss EM=- RIvet4CY SUPPLY DIFFUSE, EXHAUST /TItA.E''sR REGISTER RETURN AIR (Sti LLE RETURN AIR GRILLE 1 ,46TES 1 1,2,3,6 1 1,2,3,6 1,2,3,4,6 1,2,3,5,6 1,2,3,5,6 ?M VCLT /4 . 'ti`.:', L3.S • NOTEj 3..00 483/3 200 1 1,2,3,4,.2 12500 _ 430/3 [ 0 1,2,3,4, ' Mugu. L S I,E E ' Ps •IA$OPAC'UaQ.il 0 SRUEGER 6S00P SHOEMAKER SERIES BOOB P/S flOLICIAAMWD R.E1t►a� PEAFOQATU. 12.` GOR R A/A ON ORWG 12/24 24/24 PAY -I1 DCFP SURFACE MOUNT , LAY-IN RETURN `LAO - IN RETURN ccaoutorrs 4, c_o 217 218 219 220 221 222 223 224 301 302 303 304 305 306 307 308 309 310 311 312 31 3 314 315 316 317 31d 319 320 321 322 323 324 :25 326 327 329 323 401 402 404 405 406 407 409 410 411 41 413 4:4 415 416 4:7 418 4zt' 421 422 423 424 425 425 427 429 429 501 502 503 Soo 505 506 507 508 509 Si S 511 512 513 614 515 516 517 51$ 519 S20 S21 522 523 524 525 526 527 528 S29 SSD -II -11 SS0 -:1 -14 SSD -II -1: SSD- 1I -1.: SSD- 1. -12 S6D -I_ -8 WF -Ea -IS aI I -s VVF -E2- 15311 -3 V'/ F -ES- _,= 311 -12 VVF - 2ci- ISBII - 8 WF- E:7- IS3II -6 VVF -EN- ISBII -3 VVF -EH- IS3 =I -8 VVF -EH- I. 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E111111111411111K4011111 din a Li IVA 1 4 III 2. FA' POWERED ?ER.M_`tAL UNIT - 3I3 S AS LISTED. FACTORY OPTIONS INCLUDE; INC0CT_ON SCUND BAF?LE, EXTENDED DAMPER 1/2" DIA. SdAFT, HEAT STAGING, AND FAN CONTROL THROUG :i FACTORY W :RED RELAY'S, THREE SPEED FAN SWITC3, 24V TRANSFOtc_ 50VA MIN. RATED, AUTO RESET 130 F 'SIGH LIB:':' T- SrA ANC INTEZL0Ci TO PREVENT HEATER OPEdAT1ON UNLESS FAN RELAY I3 ACTIVATED. 3. 8I2a DUCTwCR! ACCOR5IN0 ¶'0 H .''-"ING CFM. 1. .MECHA.VICA:. EQUIPMENT '"f"& TP-S BUIi.'OING 13 BASED ON THE FOLLOWING: RCOF "U" VA2L'E : X0.05 e■ J, GLASS "0" VALUE: .55 00.71 AlSilADf - 0.30 rig., t FLOOR 'U" VA2CE : .r0.0.8 , "(A UNHEATED SPACE) LIGHTS & EQUIPMENT: 3.00 W ? PER SQ FT. y '"CCCUPAVCY: ,,.- 1 PERSON' .30 SQ FT. ,p0`i a SUMMER DESIGN: ,'.- OUTDCOR - 85 F 08/67 F WE; INDOOR = 78 F DB ; ' , ,„ +' WINTER DESIGN: O' -',,CU _DcOR - 24 F CB; 2SDCOR a 70 F DB 4/ , . . 4 ,! 5• 4, , 4 . .- .'1.4 : :0 9 s"' + . .. . ' ' p; N : • sr% -; . ? -. „ ., $p... . .: Z • .L.,.. . w . t. •- _ ^ :if i.:t �> 4 * . y .. _ 2. F5 ii PROTECTION SYSTEM IS NOT INCLGDED IN MECHANICAL C ONTRACT. Y �ECTRICAL CONTRACTOR IS RSSPONSI3LE SCR CONNECTING DUCT SMC; {:. DETECTO S TO F :RE CONTROL SYSTEM. r+ 3. MR NON- ACCESSIBLE BALANCING L2AZ42Z-- S, CCNCEA:,£ DAM PEN OPERATJ WILL a. DEU Pi O rr .• i I 4. ACCESS DOORS/ 2A::E:S FOR AD. LSTABLE, `Ri::;,MOVABLE, AND MAINTENENCE TYP2 EQUIPMENT ARE PROVIDED BY GENERAL CONTRACTOR. 7 , , p rA . ( a„ '' ' T, "tT' • " R _ `� .w v y �,� 1 , Rsy d •.L i F' 5. FOR PROJECTS WHERE CEILING IS VICT 5Aa'r OF THE 9A=: ti; 5, ENDS OF THE LOW VELOCITY DUCTSOAR:; RUNS t iA.i 3 TO BE LEFT :: w T;. :+a.L,w ? R ii. ^'r 1 NC: C.° IH BUILDING . 6. WHERE V,TED ON DRA*IVGS, MEDIUM VE " GAL,'isIZED SHEET META:. SUPPLY AIR A/C UNIT DLCTWCRX HAS A ' MINIMUM TOP 1 1/2' Ot'' APPROVED P23EAGLASS iNS:::.ATION W, FOIL BACXING VAPOR BARRIER. ••. - * . 7. TE'M : RARILY A'^' "A:C :i T'S:ATS 're MOVE CEILING UNITS AS REQUIRED UNTIL TENANT IMPROVEMENT OCCURS. 8. ILL FAN TERM :NAAL UNITS LOCATED AL:5 T 3 CEILING ARE SEQUENCED TO PREVENT SIMULTANEOUS HEATING AND COCLIVG. .ti y � y � + N ! ALL DUCT PENETRATIONS THROUGH FIF RAVED WALLS BANE OL APPROVED FIRE CAMPERS AND FIRE RATED CEILING DIFFUSERS HA 'S UL APPROVED CEILING DAMPERS. 10. ALL MOTOR STARTERS NOT LISTED IN TH3 HVAC EQUI?!+If ? SCHEDULE ARE PROVIDED & INSTALLED BY THE ELECTRICAL CO!y` AACTQR UNLESS OTHERWISE NO'r!(' ON eRANINGS . , 9. VaIT ,#mil IRO -'!LC MITE wi N A'fD MO P. NUMBER B 21 _ • FM WF- Eli - ISBII -8 Wit -E:3- 18811 - VVP -EH - IS82I -12 W? -EH -18311 -12 WF -E14- IS 9I I - wP - EH - ISBII - 8 wF -Ed - IS HII -8 VVP -EH - I88II - VVF- EHISBII -10A WP EH 188LI -12 a 8 12 12 12 8 0 12 10 12 VVP -ER- i3 311 -12 :2 WF- EH- ISBII -12 12 WF- EH- IS3II -8 0 WF- EH- 1S811 -8 S V'VF -EH- I5 8I I -8 8 VVr- EH- ISo5I -10 10 WF- E:I- 1331: -8 8 WF -EH- 15311 -8 8 VVF -EH- ISBII -6 8 VVF -EH- ISBII -8 8 VVF -EH- ISBII -10j13 VVF- E6 -IS3II -818 VVF -EH- IS3II -14114 745 775 1010 1010 1010 470 480 ' 1200 865 1170 1170 1170 495 475 545 845 695 695 545 695 843 695 1725 SINGLE DUCT COOLING ONLY T::R.M1vAL UNIT - SIZE AS LISTED. PACTCRY OPTIONS INCLJDE; EXTENDED DAMPER 1/2' DIA. SHAFT. FACTORY INSTALLED 247 CCrTROL' WIRING PIGTAIL, 36" LENGTH, CCLCR CCDED FCR FAA :GR3EN) , AND HEAT (ORANG) . 460V -3 PHASE UNITS REQUIRE 4 WIRE FEED POWER. 4 • 155 103 150 150 150 53 55 155 105 150 150 150 55 55 190 230 230 230 180 230 230 253 250 . - . VAV TERMINAL BOY SCR/IDOLS 6.5 4.5 6.0 6.0 6.0 3.5 3.5 6.5 4.5 6.0 6.0 6.0 3.5 3.5 2.5 3.0 3.0 3.0 2.5 3.0 3.0 3.0 S.0 gGENEI AL ROTES 00 0 : 0 0,0 R s 1144 o `� ..:G . .►.. 6.46. : • • ,,r • SEPARATE PERMIT REQUIRED FOR: Q MECHANICAL S; at ELECTRICAL - 1 LUMBING sr GAS PIPING CITY OF TUKWILA BUILDING DIVISION VICINITY MAP 28 25 2S 25 25 25 25 25 23 23 23 23 25 25 21 15 20 20 21 19 19 19 13 730 565 750 750 '750 440 440 840 605 820 $20 820 440 440 380 630 435 485 380 495 435 500 1200 460/3 277/1 460/3 460/3 460/3 277/1 277/1 460/3 „!1 460/3 460/3 460/3 277/1 277,•1 277/1 2 77/1 277/1 277/1 277/1 277/1 27 7/1 277/1 450/3 s'- 1.•�w•1 Y. ' •4I r : • •, 1' . J 1/4 1/4 1/2 1/2 1/2 1/4 1/4 "/2 1/2 1/2 3/2 1/2 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/2 : t AN 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 2 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 277/1 .•.O•. .i TC204114111T 3 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 • FILE COPY I understand that the Pan Check approvals are subject to errors and onissions and approval a plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractors copy of approved piens adcnowledged. • • REvisioNs clAplises sHAU. Off MADE TO *is mai own seawara. rams ma. 1 ISSUED F:OR CONSTRUCTION ta i / 1 If 1 P 2 if P S ,C : :t ! A z; i fro 9 I k tv 4, t Meal • 4 40 sr Z p..4 g! LASI" A"Ninglimigmliz=s 41 37 1: CI g I pst 41.6 wl • K Sit ii; AMeneimarkeet.ear•mamt.u..s 4910...16‘. EMPLOYEES 2 i 1 10 11 13 0 • r , o = • In t I; l4 . 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