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Permit D11-128 - WOW TECHNOLOGIES - TENANT IMPROVEMENT
WOW TECHNOLOGIES 12201 TUKWILA INTERNATIONAL BL D11 -128 City oftukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 -431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 0923049120 Permit Number: D11 -128 Address: 12201 TUKWILA INTERNATIONAL BL TUKW Issue Date: 07/08/2011 Suite No: Permit Expires On: 01/04/2012 Project Name: WOW TECHNOLOGIES Owner: Name: INTERNATIONAL GATEWAY WEST Address: 12201 TUKWILA INTERNATIONAL BLVD , SEATTLE WA 98168 Contact Person: Name: JIMMY PANDRA Address: 12201 TUKWILA INTERNATIONAL BL, #110 , TUKWILA WA 98168 Phone: 206 890 -8080 Contractor: Name: OWNER AFFIDAVIT - JIMMY PANDRA Phone: Address: Contractor License No: Expiration Date: DESCRIPTION OF WORK: PROVIDE ARCHITECTURAL AND STRUCTURAL INFRASTRUTURE TO EXISTING TENANT BY BUILDING NEW CONCRETE PADS, FENCES, AND SCREENS FOR A NEW GENERATOR AND HVAC CHILLER. Value of Construction: $35,000.00 Fees Collected: $1,215.02 Type of Fire Protection: International Building Code Edition: 2009 Type of Construction: IA Occupancy per IBC: 0008 Electrical Service Provided by: SEATTLE CITY LIGHT * *continued on next page ** doc: IBC -7/10 D11-128 Printed: 07 -08 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N • Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: Size (Inches): 0 End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non- Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: N Date: 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 development permit and agree to the conditions attached to this permit. Signature: Print Name: (\r/\^- 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. Yam RI\ Date: PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections and verifications for concrete construction shall be required. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. doc: IBC -7/10 D11 -128 Printed: 07 -08 -2011 7: A final report documenting required spe pections and correction of any discrepan noted in the inspections shall be submitted to the Building Official. 'Thal inspection report shall be prepared by pproved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 12: VALIDITY OF PERMIT: The issuance or granting of a permit 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 ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 13: ** *FIRE DEPARTMENT CONDITIONS * ** 14: Generator and tank installation is not included in the scope of this permit. Generator and tank installation requires a mechanical permit. 15: The installation of a flammable /combustible liquid storage tank requires a separate fire department permit. 16: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 17: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 18: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D11-128 Printed: 07 -08 -2011 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://wwwci.tukwila.wa.us Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. 17t1 11)b Nth GC1 (For office use only) 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 ** SITE LOCATION King Co Assessor's Tax No.: o" 1 G- Site Address: 12201 Tukwila International Blvd Tenant Name: Wow Technologies, Inc Suite Number: site New Tenant: Property Owners Name: Sabey Corporation Floor: ❑ Yes m..No P1 Mailing Address: 12201 Tukwila International Blvd. Tukwila City State 98168 Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Jimmy Pandra Mailing Address: 12201 Tukwila International Blvd. #110 E -Mail Address: jim @wowrack.com Day Telephone: (206) 890 -8080 NA- Tukwila City State Fax Number: (866) 969 -8878 98168 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: none Mailing Address: City State Zip Day Telephone: (206) 890 -8080 Fax Number: (866) 969 -8878 Contact Person: Jimmy Pandra E -Mail Address: jim @wowrack.com Contractor Regigtration Number: Expiration Date: ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Burgess Design Mailing Address: 1326 5th Ave #500 Contact Person: Kip Kolodziejski E -Mail Address: kipk @burgessdesign.net Seattle WPC City State Day Telephone: (206) 587 -7120 Fax Number: (206) 587 -7122 98101 Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Engineers NW Mailing Address: 6869 Woodlawn Ave #205 Contact Person: Joel Kipple E -Mail Address: joelk @engineersnw.com H:\Applications\Forms- Applications On Lme\2010 Applications \7 -2010- Permit Application doc Revised: 7 -2010 bh Seattle k City State Day Telephone: (206) 973 -5427 Fax Number: 98115 Zip Page 1 of 6 BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ 35,000.00 Existing Building Valuation: $ Scope of Work (please provide detailed information): Provide architectural and structural infrastructure to existing tenant by building new concrete pads, fences and screens for a new generator and HVAC chiller. Will there be new rack storage? ❑ Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 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 of 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? ❑ Yes m No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None Other (specify) GenFuel outside Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x I 1" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Apphcations \Forms - Applicalions On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 1A B rd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck 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 of 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? ❑ Yes m No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None Other (specify) GenFuel outside Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x I 1" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Apphcations \Forms - Applicalions On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application 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. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). 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 AUTHOR! Signature: AGENT: Date: May 4th, 2011 Print Name: Jimmy Pandra Day Telephone: 206- 890 -8080 Mailing Address: 12201 Tukwila International Blvd. #110 Date Application Accepted: Tukwila wa 98168 City State Zip oc u 1 Date Application Expires: H:\Applications \Forms- Applicaiions On Line\2010 Applicationsl7-2010- Permit Application.doc Revised: 7 -2010 bb Staff Initials: Page 6 of 6 Citfof Tukwila. • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206-431-3665 Web site: http: //www. ci. tukwila. wa. us SET RECEIPT Copy Reprinted on 05 -05 -2011 at 09:55:15 05/05/2011 RECEIPT NO: R11 -00900 Initials: JEM Payment Date: 05/05/2011 User ID: 1165 Total Payment: 2,217.08 Payee: JIMMY PANDRA, WOW TECHNOLOGIES INC SET ID: S000001503 SET NAME: Temporary Set SET TRANSACTIONS: Set Member Amount D11 -128 M11 -057 TOTAL: 1,215.02 1,002.06 1,215.02 TRANSACTION LIST: Type Method Description Amount Payment Credit C VISA 2,217.08 TOTAL: 2,217.08 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES MECHANICAL - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.322.102.00.0 000.345.830 640.237.114 TOTAL: 733.65 801.65 677.28 4.50 2,217.08 INSPgCTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKVVItA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 •C� 1.1 - tZ ej Project: V OV i ►EC11P4OLoaf Type of Inspection:' FIN A L..... 'Nel I. Address: \7-10 I i I I5 Date Called: Special Instructions: Date i Wanted,- . l I l p.m. Requester: ti Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: I. ► Lot 1 J- , v - t A A �) U 1 'Nel I. PP r livN.% 1 (10-1,-, p f- f P/ :- G or CA/1A9-7 Date: RF INSPECTION FEE REQUI ED. Prior td next inspection. fee must be p id t 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431-2451 bit -lie, Project: l>.30 V`i7-CC41t40404 tiES Type of Inspection: FI4AI„. l-AKIIQ%tki Address: 12?A I —r 21 1.1 Date Called: Special Instructions: Date Wanted:. a .. Requester: Phone No: prior to approval. N/ Approved per applicable codes. Corrections required COMMENTS: --- Inspector: Date: 1.2. f i n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. -2.,g 4 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 R' (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: T pe of Inspection: Sy, s — ,� \ •-%■(__re- -4 �-�..� 1. JJ(?t J T C% N J. OLO I s Ad/r�s:� ) l ���„A Date Cdlled: Special Instructions: ' Date Wanted: ( a.m. Requester: -- Pho3W0 -Fc.4 a -4044! ElApproved per applicable codes. ElCorrections required prior to approval. ,— COMMENTS:) /9,0' % i,P _( 94 C lv71/449 /0"ip Vi, ,7 U Rers q/ / 1 Ipspector•. Date -ECTION FEE REQUIRED. Prio to next inspection. fee must be at 6300 Southcenter Blvd.. Suit 100. Call to schedule reinspection. A 4 OTTO ROSENAU & ASSOCIATES, INC. aeamchnlcal Erigineeaing, Construction IronedIon 8 ileW1& Testing rt141 IA L ICarg VUny Sou h, Scanty. Washington 991 III -12th USA 1at•(2 7Z+- 4i=.'Cotlrrr Oa) (7111MAUS • Fax: (Z0Elj 17342i WOQlU2Fe0 /2dG• MOO T,gttmef Pony • Wehrb:wwsodmae nsti sm February 18, 2013 City of Tukwila Department 5300Seuthccnter Blvd, Suite 100 Tukwila, Washington 98188.3544 FINAL REPORT Project Wowrack Protect Permit Number. D11 -128 Address: 12201 Tukwila International BM, Tukvilla lob Number: 11 -0379 We state that the work requiring special inspection was, to Um bast of our knowledge, in confermenoo with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge Is limited to our reports. All typewritten reports have been malted to your office or are enclosed. AO reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the bueding. items inspected are: 1. Reinforced concrete Sincerely. OTTO ROSENAU & ASSOCIATES, INC. 5,400)1 u "- Susan Rosenau -Moser Vice President Email c: Project Team CITY RECEIVE D WILA MAR 042013 PERMIT CENTER NC POWER SYSTEMS CAT Generator was load bank tested for 8 hours on 10/18/2012 using 1200amp load EMERGENCY GENERATOR OPERATION LOG MANUFACTURER Cat LOCATION 12201 MODEL NO. 3508 SIZE 1000kw W/O M PS66810 SERIAL NO. 1FZ00769 r `.1I !i(O EULi_ nal_. ;,rA r �;-t l7ii_ rE 1i'' 10/18 7:30 1 -2 n 70 170 180 480 1200 1000 362 8:30 n 64 183 201 480 1200 1000 9:30 n 64 183 201 480 1200 1000 1030 n 64 183 201 480 1200 1000 11:30 n 64 185 201 480 1200 1000 12:30 n 64 185 202 480 1200 1000 1:30 n 64 185 202 480 1200 1000 2:30 n 64 185 202 480 1200 1000 3:30 n 64 185 202 480 1200 1000 370 3:40 n 70 173 195 480 1200 1000 f February 18, 2013 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com 1N- ii,iOI3n30 A_LIN!)wwUO £lOZ T 83d City of Tukwila Department a3AI333e3 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188 -2544 FINAL REPORT Project: Wowrack Project Permit Number: D11 -128 Address: 12201 Tukwila International Blvd., Tukwila Job Number: 11 -0379 We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and /or details of the building. Items inspected are: 1. Reinforced concrete Sincerely, OTTO ROSENAU & ASSOCIATES, INC. fir-, (I u- rY2D9--- Susan Rosenau -Moser Vice President Email c: Project Team OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 11 -0379 CONCRETE REPORT Report Number: RC130674 Permit Number: D11 -128 Project: Wowrack Project Address: 12201 Tukwila International Blvd, Tukwila Inspector(s): Dusty Johnston Description /Location: Equipment slab. Resteel Verified: Yes 11/2/2011 Dusty Johnston (Grade 60) Placement Data Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: CalPortland (Glacier) 3135 5" .45 5% 13 Placed Via: Tailgate Consolidated: Yes Required Strength: 4000 psi at 28 days. Sampling and Testing Data ASTM C 172, C 31 Time Made Cast Samples: 1-4 8:15 am Cubic Yards Client: Dave's Concrete Address: PO Box 1049, North Bend Date: 11/2/2011 Mfg: Cascade Design n Actual ❑ Batch Weights /Cubic Yard 470# Type: VII 1265# 1865# 3/4" Cement (Ibs /type): Fine Agg. (Ibs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (Ibs): Water (Ibs or gal): Admixtures (specify): 85# 250# 3 oz. AEA, 14 oz. WRA Water Slump Air % Conc.Temp Added C 143 C 231 C 1064 9.00 10 gal. 5 1/2" 5.8% 58 °F DEC 06 20111 Slag (Ibs): DE/ELOP TENT Ambient Truck Ticket Temp No. No. 40 °F 7634 477887 Weather: Clear Date Samples Picked Up: 11/3/2011 Specimen Number 1 • = Discarded Tested in general accordance to: Test Date 11/9/11 Field Cure Age (Days) 7 Slump Range: Air % Range: Initial Curing Method: ASTM C31, Exclude C31- 12.1.5 Initial Curing Temp: ASTM C31, Exclude C31- 10.1.2 Comments REINFORCING / PLACEMENT: Conforms FA Does Not Conform ❑ COMPRESSIVE TEST RESULTS Size (in.) 4x8 Area Weight Max Load Strength Fracture Type (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) 12.63 8.53 56,890 4500 ASTMC39 ASTMC617 ❑ ASTMC1231 Copies to: ❑ Client 0 Engineer n Building Dept ❑ Owner En Contractor Batch Plant ❑ Architect ❑ Others Technical Responsibility: tn 14 le •- ter ans - , roject Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4-US — Fax (206) 723 -2221 Form No.: ADMIN -62 -04 (Rev 09/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 11 -0379 CONCRETE REPORT Report Number: RC129527 Permit Numb Project: Wowrack Project Address: 12201 Tukwila International Blvd, Tukwila Inspector(s): Ross Bogle Client: Dave's Concrete Address: PO Box 1049, North Bend Date: 7/18/2011 Description /Location: Slab on grade for new chiller pad at north entrance. Reinforcing steel was inspected and was found to be placed as per approved plans. Resteel Verified: Yes 7/18/2011 Ross Bogle (Grade 60) Mfg: Nucor Placement Data Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: CalPortland (Glacier) 63135 6 " -10" 0.45 5% +/- 1% 20 Chute Yes Required Strength: 4000 psi at 28 days. Sampling and Testing Data ASTM C 172, C 31 Cast Samples: 1 -4 Time Cubic Made Yards 9:15 am Design Cement (Ibs /type): Fine Agg. (Ibs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (Ibs): Water (Ibs or gal): Admixtures (specify): Water Slump Added C 143 10.00 15 gal. fluid" Actual ❑ 470# Type: I/II 1265# 1865# 3/4" Batch Weights /Cubic Yard 250# 3 oz. AEA, 14 oz. WRA Air% C 231 Conc.Temp C 1064 5.5% 77 °F Slag (Ibs): 85# Ambient Temp 60 °F Truck Ticket No. No. 7644 422767 Weather: Partly Cloudy Date Samples Picked Up: 7/19/2011 Extra ADVA Flow (3 quarts) added at site. Specimen Number Test Date Field Age Cure (Days) Slump Range: 6 " -10" Air % Range: 5% +/- 1% Initial Curing Method: ASTM C31, Exclude C31- 12.1.5 Initial Curing Temp: ASTM C31, Exclude C31- 10.1.2 Comments REINFORCING / PLACEMENT: Conforms COMPRESSIVE TEST RESULTS 1 7/25/11 7 8/15/11 28 Size (in.) 4x8 4x8 Area Weight Max Load (Lbs.) 12.63 8.93 66,260 12.69 9.01 93,380 (Sq.ln.) (Lbs.) 8/15/11 28 4 8/15/11 28 = Discarded Does Not Conform ❑ Strength Fracture Type (psi) (other than cone) 5250 2 7360 4 x 8 12.69 8.91 89,730 7070 4 x 8 12.69 8.94 91,510 7210 Tested in general accordance to: ASTMC39 p ASTMC617 ❑ ASTMC1231 Copies to: ❑ Client n Engineer MI Building Dept ❑ Owner n Contractor Batch Plant ❑ Architect ❑ Others Technical Responsibility: _ __,5LhOCtin Y 202,r l.W - -r I aV Walter Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -62 -04 (Rev 09/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing AUG 17 2011, DEVEp Job Number: 11 -0379 CONCRETE REPORT Report Number: RC129527 Permit Number: D11 -128 Project: Wowrack Project Address: 12201 Tukwila International Blvd, Tukwila Inspector(s): Ross Bogle Client: Dave's Concrete Address: PO Box 1049, North Bend Date: 7/18/2011 Description /Location: Slab on grade for new chiller pad at north entrance. Reinforcing steel was inspected and was found to be placed as per approved plans. Resteel Verified: Yes 7/18/2011 Ross Bogle (Grade 60) Mfg: Nucor Placement Data Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: Required Strength: CalPortland (Glacier) 63135 6 " -10" 0.45 5 % +/ -1% 20 Chute Yes 4000 psi at 28 days. Sampling and Testing Data Time ASTM C 172, C 31 Made Cast Samples: 1-4 9:15 am Design Cement (lbs /type): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): Cubic Yards 10.00 Water Added 15 gal. Slump C 143 fluid" Actual ❑ 470# Type: UII 1265# 1865# 3/4" Batch Weights /Cubic Yard 250# 3 oz. AEA, 14 oz. WRA Air % C 231 5.5% Conc.Temp C 1064 77 °F Slag (lbs): 85# Ambient Temp 60 °F Truck Ticket No. No. 7644 422767 Weather: Partly Cloudy Date Samples Picked Up: 7/19/2011 Extra ADVA Flow (3 quarts) added at site. Specimen Number 1 Test Date 7/25/11 Field Age Cure (Days) Slump Range: 6 " -10" Air % Range: 5% +/- 1% Initial Curing Method: ASTM C31, Exclude C31- 12.1.5 Initial Curing Temp: ASTM C31, Exclude C31- 10.1.2 Comments REINFORCING / PLACEMENT: Conforms COMPRESSIVE TEST RESULTS Size Area Weight Max Load Strength Fracture Type (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) (other than cone) Does Not Conform ❑ 7 4 x 8 12.63 8.93 66,260 5250 2 *= Discarded Tested in general accordance to: ASTMC39 ASTMC617 ❑ ASTMC1231 Copies to: ❑ Client 5 Engineer 5 Building Dept ❑ Owner In Contractor ® Batch Plant ❑ Architect ❑ Others Technical Responsibility: a r Hans - n, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4-US — Fax (206) 723 -2221 Form No.: ADMIN -62 -04 (Rev 09/06) Page 1 of 1 PII-Ivt ' jim @wowrack.com From: Sent: To: Cc: Subject: Kip Kolodziejski <KipK @burgessdesign.net> Tuesday, October 25, 2011 1:56 PM jim @wowrack.com 'Joel Kipple (ENW)'; Kip Kolodziejski Changes to Wowrack Generator Jimmy, Please see below for Joel's review of the new generator requirements. From my part I see the pad being 8" wider and 4'4" longer than before. I think you should confer with the inspector to see if this is a significant change that warrants a revision. Please let me know what he says. I would not pour concrete until he signs off on the permit card. Kip Kolodziejski I Burgess Design, Inc. I interior architecture D: 206.342.0127 C: 206.696.2146 T: 206.587.7120 F: 206.587.7122 1326 Fifth Avenue Suite 500 Seattle, WA 98101 1 www.burgessdesicin.net Note I have a new cell phone number. Original Message From: Joel Kipple (ENW) [mailto:joelk @engineersnw.com] Sent: Tuesday, October 25, 2011 1:18 PM To: Kip Kolodziejski Subject: RE: Wowrack Rev 2 062211 drawings Kip, RECEIVED OCT 26 2011 PERMIT CENTER Upon review, the new generator is close enough in weight and size to the original that the overall design remains the same, specifically as it relates to the structural anchorage. Please advise on how to proceed from here. Regards, Joel Kipple, P.E. Project Engineer ENGINEERS NORTHWEST INC., P.S. 6869 Woodlawn Ave. N.E., #205 Seattle, WA 98115 phone phone direct fax email website (206) 525 7560 (206) 973 5427 (206) 522 6698 joelk @engineersnw.com http: / /www.engineersnw.com 1 101.00 ]41.04 DAL 0117111709210 a 8+.18194440 ® CENTERLINE 0' 0841E ® W4a EE08 Or a4EN 1. 1RTEDI D 01TAQ LOMAS 2 SCREEN AN OSOIAnnE a 4' DEEP 01721E 5000 841052.5 A 18110010 AW QSUTANQ 1101 DIKE a 31.81 120 S01OE P 2.280 PERSONNEL OOW l 4• mac WALLS W11 T I4IQASS 091ATION Om 7l CMIOC CKVMNED 0EW W2tm IIDEN 1. IAOATW ALLESS W EL IS 101 CALL01 1120 PE CAPIFTAE BA51 NAY 812 28847240.RL 0138 PIPE CAP la SOOT CMQ 11. NELTM01 WAN 11 RUPTURE 8091 WAN Ia 1184. TANK WIT 14. 01FM 511 BA1 la LOW Na IEWL M 51301 la 81192 3 AIMY 120 POL IS. 180 Rat, IE 01 84184/110108 It 511085 TO ACASER 05JW II0TW 181 17216 INLET ID BAY TARSI POT E0. III G 0106LO 11011 DAY 721172 1.107 E. 10 GSM 4008 9803 21 (5) NY• 08510101 2001118 1106 1204 908 25 I-PONT 1� ET6 ES. MINOR 41001T 9101C0111ADEI5 ES. 100850 4EI 21roW CIF 21. MW 9083 281 84108531210884 TW 1101, 5841801 AAD 0004488 410120 M A.0. 05/091008 0410 30 EL • IV A.O. 5M3-UP MBA 32. E0AC.AL C001T STUD-UP AWA 01 (E) A.C. 1118840E NIOACLES IT UOIR 0111 29/18485 u (1) WV 9211 SPACE DE MEN5 014 0140 01 1111901021113 34. minor" RACK 172 oats rot (4) 20 RACEMES 381 1210013) 04 MID 0180 042015 0114 4M15 31 MOOED EWES DISPOSAL 41.181 57. NAACO PANCAKE T1PE SILENCER 30 84010811 WAGER 31 WPM L04EE01SO.ATWS 40 11184 CW11a B0. 41. WEL 0108 SEPARATORS. .311.2,..04711:10/ OTES I. 730041 0 50' 91117 088408724 - 0010 LEVEL 1 GA IA 1218E MV VIM 80.1 IDQ008 CONSTRUCTION 3. 51*20*0 MVO M PA11O C - 0401018 ro PROVEN PART COW U.4. 42/10. T A 104 YAM 172724180 RIFIIOE RA9N S. 001 CAT IER NE E 1TN COOLANT *000008 a TEST 01848 MT 35/4483/ 172185 7. *801010 W IMT N ® :.4i vr.lx seen 01%722 t1?::N tan, acan -y.n eI}'vu'aa1 —� AgME an 105.00 Bat NOTE 0111085 10603 BAY =DIP ,11072 0.4.1ad 811 910102!1 0 ot„ DL /0-7/6.--( STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. We get buildings built. STRUCTURAL CALCULATIONS FOR WOWRACK CHILLERS & GENERATOR REVIEWED FOR 1 CODE COMPLIANCE APPROVED JUL 01 2011 City of Tukwila BUILDING DIVISION CORRECTION LTR# Sabey Corporation 201 Tukwila International Blvd. Tukwila, WA 98168 Dale Kaemingk, PE /SE Joel Kipple, PE June 22, 2011 ENW Project No. 09- 045 -008 CODE: 2006 IBC / ASCE 7 -05 t t\'%18 RECEIVE JUN 2 3 2011 PERMIT CENTER O - o 6869 Woodlawn Avenue NE • Seattle, WA 98115 • 206.525:7560 • fax 206.522.6698 www.englneersnw.com IN'\PT ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS PROJECT # 09 -oas -prig SUBJECT CHILI ,Z DATA 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 PROJECT SABLY IGk/ BLDG. B - WowPRCK OUT0o012 ElJUIPMElVT DATE 01 -OS -II SHEET I OF 5 BY SK `1"Y iSE 1Ylt[ 49LA ;;11.21.0.4.01 110Y EACH SIDE OE iNE 6411 CO, NOTES: 1. UNt must have clearances as follows: Top - Do not restrict. Sides and End - 8' from solid surface. 2. All pumps have drains located at the bottom of volute for draining. 3. Temperature relief devices located on suction line, liquid line and filter drier of each circuit and have 1/4 flare Connection. 4. Units without a pump package have the same leaving water connection, V and Z dimensions, (entering water) and pump discharge X dimen- sions as units with a pump package. S. Dimensions am In mm (Inches). 7.50' MCHX - Microchannel Heat Exchanger �1 147.0131.01 �- l i ICOOE SERLVICR E N AOE REA \r�i e � ,� ,111. rem emu.. erselml ri7�.1r444�`i Vie:- %rr;a+x, p�.:i4147: '&tN a'. V�11 • 223 .00 166.031 P5, 1017.1[ 40.091 220 PUP PACKAGE LEAVIMO RATER 1' YICTAULIC COOLER DRAIN 314• KIT 100.09 114 101 1612.01 164.251 PIPING ENTRANCE AREA 937.55 136.911 lk A 116,-Wiliai- l ��5. i� l .ala.�.i 10 iima■EN P P -SNP PACKAGE 1 EI 31143 MA1E1 1' YICTAULIC PD, PS, 21 1.30 II 1. 0417 1e1 5037 314O trill') 992.11 0!.071 2115.1{ 16 {.121 11.77' DETAIL B SCALE 3:16 03.03 I3 941 203.00 5100LLIIG MARQUEE DISPLAY FIELD CONTROL 11RIM 0 PUMP PACKAGE ENTERING MATER YICTAULIC IRE NOTE 41 RIGGING HOLE 033.00 11.501 AIR F101 t;: 22.11 6X121.8140 HOLE 391.66 115.13) SEE DETAIL B OVER 605 230V CONTROL/PM/001 3039,140V,1158 110' KNOCKOUT TO DE USED TOR I Fig. 4 - 30RB090, 100 Air- Cooled Chiller Dimensions AIJCU COIL, UNITS WITHOUT PUMP - ENGLISH n•ry OMIT 11111 1 MA1 541351 10113EIIUMP f (EIGHT C11U 1 MA1 111031 CU133I1 1 /31011 CIS 0 4A1 1310M1 CMMIES 0 0132177 PUMP SuC1100 /PSI PUMP 01414 133 I SOS SUEZ f CO. MM 114131 CG MM 1141X1 1 4 25 *T20 E 4.25 E 4.25 T 4.25 E 4.25 un -00 2411 Ng {115 31111 5151 302E 1551 3445 5111 2412 3512 2111 1125 154.11 Soli 110.0 7375.4 151.11 501.1 11.21 355.1 333.21 011 3 743.21 111.1 111.11 120.! III 3011 101 7111 411 3125 1513 2111 NH 111'17 Iii 11 731.1! 1 322.21 1151'11 143.21 111.11 75.33 I Fig. 4 - 30RB090, 100 Air- Cooled Chiller Dimensions AIJCU COIL, UNITS WITHOUT PUMP - ENGLISH n•ry 1, 1, -/> 6155t MAX, • CNlict `,X/ , n 615/(11`77)(7.07) ' 7'14.0 e.4 3m MOUN11110 wsOHT (1b) No Pump Al/C0' A 6 C 0 Total 000 070 • oe6 ++6 891 1158 1173 1319 913 936 958 1397 1431 1448 1199 1275 1845 1964 1348 1531 17788 4111 4317 4600 8819 4*--. EMIT 50118 A MOUNTING WEIGHT(Ib),N° Plana AJ I • B 0 120 128 190 17070 731 728 893 1106 1142 1762 1850 2189 2220 809 888 1108 985 1222288 1483 1487 2347 � 4 2923 3039 1059 949 12463 1909 7,680 8.045 9,174 10,601 UNIT 161 225 250 276 300 A 8 NOUNT1NG WEIGHT (Ib) No Pmnl ANIU' C 0 0 H TMel 1094 916 947 1122 621 665 1a 4 1818 2269 2602 1484 2144 2193 2792 1101 e53 858 850 1292 1284 1470 1311 1313 1307 1896 1858 9044 3049 3035 3808 3795 2440 3188 3169 3640 1558644 1083 1438 12.013 13.764 16.915 18,306 3003 - AV-Coaled Ar♦uaSnap® Chiller 11.511 30148 A 190 Design Series N.,.nlneI Slees 060 110 070 120 080 130 090 150 IM 150 170 180 210 225 250 275 300 315' 330' 3454 360' 380' Voltage 1 - 575 -3-60 2 - 380-3-60 5 - 208/230-3-60 Is- 4603.601 Condenser Coll( Low Sound Q91jons I- - Aluminum fin l Comer 0 - Copper Fln /Copper Tube 1 - Aluminum Pre-Coat Fin / Copper Tube 2 - Aluminum E-Coat Fm / Copper Tube 3 - Copper ECoat Fin / Capper Tube 4 - Mieochannel (MCHI) O - Akllninum Fin /Copper Tube. Cmpr Enclosures 7 - Copper Fin /Copper Tube, Cmpr Enclosures O - Aliyldnum Pro -Coat Fin / Copper Tube, Cmpr Enclosures 9 - ANnum ECoat Fin / Copper Tlbe, Cnopr Enctooass B - Cil oper ECoat Fin / Copper Tube. Cmpr ESrbwr2s C - 66 xechenns (MCHX), C1np? Enclosures Caiaa7Tu71TJ.J 0 - e r31p, I ENWENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # (11- 0q5-oo$ PROJECT 5A6EY Toy &PG. 8 - WDwRACK Darboof 6- COMErT DATE dN 45 -11 SHEET Z OF 5 BY SUBJECT GENE12AT012 D)q•I B 7 5 A 2 Cal 40 C4400 IT SA LottS5 474. 'ACKAGE DESIGNED FOR CALDYN RU5D 2,757 SPRNG ISOLATOR 00439515 ISOLATION MO(A4T 116A4047FflIINCiat, :KALE N1 30 -14392 30.14588 30 -14687 70 -14393 30.14394 30 -14668 30 -14869 1119 -14517 )0 -14395 1119 -4232 3044398 .1119-14233 11-14397.A.1119-14234 30.14398 1719 -4235 30 -14399 1119.4238 30 -14400 1119 -14237 TWA 843 1119.14290 1119 -12514 1119 -14515 111914230 1119.14231 III9 -4539 ILO' TAN(( INFORMATION ICH4RT AI TP CROW 4444801 U a 0 j 184840474401418 6432.48 ILO 440 W�1441S9,4 WS 4'10 PM. was Wle4w 14113!5 TANK WEAN/ DR71 WI ease 2031501 5182120401 10 4 4877119201 90249 (19891601 500 319 (1251 51821204.01 10 4 4877 119201 13828913003051 550 408(1661 5182120401 10 4 4877(19201 4588913281681 550 50812901 5182120401 10 4 4877119201 1632 913595681 1000 5840301 5182120401 10 4 4877119201 17404135388e 1250 70[2801 5182120401 10 4 4877[19201 19239142371W 4500 1750 2000 2500 3000 3600 838 (3301 73712901 838 0301 91413601 91413801 91413601 5132120401 10 4 8401125201 12 5 6401125201 12 701007801 12 8230 [32401 4 6 9449 [37201 19 7 4877119201 60961240.01 6096124001 6096/24001 7318128661 8535133661 21014146331081 233480151451091 249789155051681 2823k9 182251581 3233kp[71281081 3843kp 0031681 5000 91413801 12903150801 22 12192148601 505489 017311641 9•� 4..44E4 nal NOTES I. ENCLOSURE DRAWNG 9 115 -14197 2 FOR ESTIMATED TOTAL PACKAGE WEIGHT 90011.E FOLLDWLA4G ITEMS HO05410 WITH SLENCER WEJtlMT • 2.5854 1570016s1 APPR07mMTE 60SET WEIGHT • 9,797k8121.6001081 TANK WEIGHT ORD ISEE own/ Al . • 5 505 ESTIMATED TOTAL WEIGHT `041.2. murrn 044 200 C144 wwu4i W9 100012S L10 OM LOW 6103 21.0 :44401 085, ,0 64609 PACKAGE WITHOUT MOTORIZED LOUVER DIMENSIONS FOR MOTORIZED LOWERS SEE PAGE 9 SOUND ENCLOSURE LEVEL I EXTERNAL SILENCER W/ SUB BASE TAN( OPTION 9001000 REODAB 40C 8 503 32,80511 METRIC CAD FILE 5300606813(900 MN EO WALENT A A f A 9 2794 110.01 305[12.01 - 305 [12.01 r 76 [3.01 752 [29.61 -- 87 [3.41 • PAD OUT LINE 8' X 110.0" 2032 [80.01 2184 86.01 OPEN ELECTRICAL STUB UP ISEE MANUFACTURES DRAWING FOR EXACT CIRCUIT BREAKER LOCATIONI W 7AMON 4679d1K104.7 TANK OUTLINE A X 86.0 DIMEN515 AOV -7501 I3 I�� f J NOTE: 12.0" TYPICAL AROUND TANK OR AS RECOMENED BY INSTALLING CONTRACTOR. 404(43940960 46.0 Ac0a2 TAM( NI GALLONS PACKAGE WEIGHT WI FIEL A 8 I•. _ 4 • 1, 1E14DF19 6L �1!®lffl0MEir 1119- 4290 R a9: F 4 13 84k. 129 89IOS Eimfkffi• 579 (22801 flMEEK19EMFJLEiF ID11 5 9 122863 • It • 39 Hum Fm• ocam 06uomar i .' t:06 iw7.7417195911111 INFILEIII 05 1051 (22801 1L0'1:177K11:R7:11a1•FjK71 579 (22891 ". 4394 1810- 9948 ISMIMEMINMENI 77 k. (3913610s ©[40440 :MN 579 122801 00- •6•: 1f 44�" 1 ltlIMMIIKEETNIII 4.'F4RM8M1♦©m)$Il 579 (228.03 41,212 11400 • 556RC1 .I■E5T.5ET:21e)I•TEBERVlU730ji -19. : 11111=611111.LTIN (9926k. 43933155 EillI9TZIIa 11 5791 [2280 :31111./.78( (111 .I• •. 4 • IIT61LGL'1=0T111f7T51 FCQ14. 4 1 o . 2780 00- .3'3II I5l 1U1100EY9Xlii•LL1„• • KIIAI1:AINI llk'JL5AG WO IMM2YUAAi14k4YJ11931111R/NRILLI II8 00- • '1 .0- .952 (9 -14235 3000 2. 0 0158,4281081 8230 (324.0 8839 34801 00.14399 1400 -19953 119 -14238 3600 28,7251(0 183,3311051 9949 (372.01 10058 139661 0.199544 1 1119. 142311 5000 1 3 19 a [78,5311081 1290 1838.0 13513 153201 -7 48 8054 Max. GEJCalri pp _ 4a so0t (8 = 2ql ed 900/1000 R0000 40C.1506 ta- METRIC CAD FILE DIMENSIONS 9111 ARE 9405 EIRNALENT A IEINib\T ENGINEERS NORTHWEST, INC., P.S. ^• STRUCTURAL ENGINEERS PROJECT # Qa_ONS -08 PROJECT SUBJECT UtiD21 1i toms' SEISMic 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAX (206) 522-6698 SAW TGW 606: B WDWRAGK 011rD002 Eli/IPMEN/T DATE O'/ /65/ ii SHEET J OF 5 BY r.114 Latitude and Longitude of a Point Note: Right click on a blue marker to remove it. • Get the Latitude and Longitude of a Point When you click on the map, move the marker or enter an address the latitude and longitude coordinates of the point are inserted in the boxes below. Latitude: Longitude: 147.493135 -122 29392 Degrees Minutes Seconds Latitude: 47 29 —1 135.286 1 Longitude: [22j 17 I [38.1114 WINi S5 mph expasuge G Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.493135 Longitude = - 122.29392 Spectral Response Accelerations Ss and S1 , Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 D ata are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.496 (Ss, Site Class B) 1.0 0.516 (S1, Site Class B) Input = Job Number: Job Name: Location: ENGINEERS- NORTHWEST, INC.P.S. SHEET OF 5 6869 WOODLAWN AVE. N.E. (SUITE 205) REV.1 12/2/09 SEATTLE, WA. 98115 REV. 2 2/3/10 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful LATERAL LOADING FOR MECHANICAL UNITS 09-045-008 Sabey Intergate West Building B - Wowrack Outdoor Equipmen Chiller Component Definition: Table 13.6 -1 Category = Site Class (soil) = Sc = IP _ Equipment is mounted on Wind Speed = Exposure = Category = Is this a hurricane prone region? Kd= Wind is The mechanical unit is MU Operating Weight = MU Height = MU Length = MU Width = Roof height above ground level = Building Width = Seismic: ASCE 7 -05 Section 13.3.1 Mechanical & Electrical Component Attachmehts Wind: ASCE 7 -05 Section 6.5.15.1 & Figure 6-21 (rooftop equipment) ME -1) Air -side HVAC, fans, air handlers, air conditioning units, cabinet heaters, air distribution boxes and other 4Table 13.6 -1 Mechanical and Electrical Components D, 1.6 1.6 Ground 85 mph C II NO 1.00 Normal to face Rigid 6165 lbs 7.50 ft. 11.77 ft 7.07 ft. 0.00 ft 0.00 ft. Section 13.1.3 TOP OF. ROOF Table 1 -1 Table 6-1 Table 8.4 Not Dynamically Sensitive Seismic Output F, = 1.00 Table 11.4 -1 Sus= 1.500 Sms = FaSs Section 11.4.3 (Eq. 1.4-1) S. = 1 Sds = 2/3Sms Section 11.4.4 (Eq 11.4 -3) ap/Rp= 0.417 Table 13.8 -1 z/h = 0.0000 at ground level Fpu= 1.6`Sp.* Ip*Wp= 2.4000 *W. Upper bound (Eq. 13.3 -2) Fa 0.4•apSm I,/Rp (1 +2z/h)Wp= 0.2500 'Wp Calculated (Eq. 13.3-1) F,, 0.3'Sm Ip'Wp= 0.4500 *W. Lower bound (Eq. 13.3 -3) GRADE 7.6 ft A V r11.77ft 6165 lbs (MAX.) MU NOTE: Wind direction Is Into •, • Page' Oft A I< Oft Wind Output FP, design = Fp design = Fp design = 0.4500 0.3160 1939 lbs [U.S.D.] `W (A.S.D.] Working ( 0.7 factor ) . Total Force [A.S.D.] z = 3.75 if (height at centroid of MU) I = 1 Table 6-1 Kn = 1.00 Sec. 6.5.7.2 (Eq. 6-3) 4, = 18.50 •Kz Sec. 6.5.10 (Eq.6 -15) = 0.85 Table 6-3 (Kgp,pt„d = 0.85 Table 6-3 = 15.70 psf Velocity pressure at height z above the ground (c66,..= 15.72 psf Velocity pressure at height h above the ground Gr = 0.850 Gust effect factor - Section 6.5.8 Cr' 1.3 Net force coefficient from Fig. 6-21 = 17.35 psf ( Eq. 6-28 ) (4)P,w.mG,Cr = 17.37 psf ( Eq. 6-28 ) Ar = 88.3 sq.ft Projected area normal to the wind except where C, is specified for the actual surface area. Area Factor= 1 Section 6.5.15.1 F,W, = Q:GCr4 = 1532 lbs ( Eq. 6.28 ) F,,p,p,d = qzGICIAI = 1534 lbs ( Eq. 8.28 ) F = 1634 lbs Total Force [A.S.D.] SEISMIC LOADS & REACTIONS v Comparison: Fseismic > Fwind -. Seismic Governs Lateral Design SEISMIC UPLIFT @ EACH END OF UNIT = WIND UPLIFT @ EACH END OF UNIT = SESIMC SHEAR ON EACH SIDE OF UNIT = WIND SHEAR ON EACH SIDE OF UNIT = T 4.4 ft. i TPD/2 P912 hiow= 3.75 ft. (height of lateral load) cr.) = 16.00 In. ( holddown clearance) IHD = 4.40 if (length of holddown) MOT = 7271 lb-ft [ASD) T = C = 1651 lbs [ASO) TDpucT = T- 0.6(PD/2) (ASD Combo: 0.6D+0.7E) _ -195 lbs [ASD] WORKING (ASD] O lbs 0 lbs 969 lbs 767 lbs No uplift occurs ULTIMATE [USD) O lbs 01bs 1357 lbs 1227 lbs tl 601,T Ca11/N. PDX = NB54 G7+sb1 UssE 7 /s'r.A, j71, ED t2at w/ Nnn IIE-Sao VAN' q" EMBED wi VG = 5710# no) 4/11/2011 MU Lateral - Basic 09- 045 -008 ASCE7 -05 2009IBC MU Lateral.xlsx • Input = Job Number. Job Name: Location: ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful LATERAL LOADING FOR MECHANICAL UNITS 09-045-008 Sabey Intergate West Building B - Wowrack Outdoor Equipmen Generator Component Definition: Table 13.6 -I Category = Site Class (soil) = Ss = Is Equipment is mounted on Wind Speed = Exposure = Category = Is this a hunicane prone region? Ka= Wind is The mechanical unit is MU Operating Weight = MU Height= MU Length = MU Width = Roof height above ground level = Building Width = Seismic Output • F.= Sus = Ss, = ap/Rp z/h= Fpu= I.6'Sro'ip W,, = F 0.4'a;Ss l✓R, (ta2z/h)Wp= Fa 0.3 *Sm *lp Wp = Wind Output Comparison: Fa, design = Fs design = Fs design = z= 1= Ka= q:= ( ew = (KJw =p,e= ((W..= (q )pima= or = Cr= (q.)=eGA = (gJp�aGG At= Area Factor = = q,G,CA = F na = C6G(CAr = F= SHEET S OF S REV.1 12/2/09 REV. 2 2/3/10 Seismic: ASCE 7 -05 Section 13.3.1 Mechanical & Electrical Component Attachments Wind: ASCE 7 -05 Section 8.5.15.1 & Figure 6-21 (rooftop equipment) ME-6) Generators, batteries, Inverters, motors, transformers, and other electrical components constructed of h1QJTable 13.6 -1 Mechanical and Electrical Components I D 1.6 1.6 Ground 85 mph C II NO 1.00 Normal to face Rigid 48805 lbs 12.42 ft. 21.00 ft. 8.00 ft. 0.00 ft. 0.00 ft. Section 13.1.3 TOP OF ROOF Table 1 -1 Table 6-1 Table 6-4 Not Dynamically Sensitive 1'.00 Table 11.4 -1 1.500 Sms = FaSs Section 11.4.3 (Eq. 1.4-1) 1 Sds = 2/3Sms Section 11.4.4 (Eq. 11.4 -3) GRADE 21 ft >1 12.42 R •' •' ` -• ; '•: %r • 48805 lbs (MAX.) MU . _ NOTE: Wind direction Is Into 'page • 0 ft V A . - 1 Oft J 0.400 0.0000 2.4000 0.2400 0.4500 0.4500 0.3150 16374 lbs Table 13.6 -1 at ground level 'Wp Upper bound (Eq. 13.3-2) *Wp Calculated (Eq. 13.3-1) 'Wp Lower bound (Eq. 13.3 -3) `W [U.S.D.) 'W [A.S.D.] Working ( 0.7 factor Total Force [A.S.D.] 15374 lbs (ASD] 6.21 ft. (height at centroid of MU) 1 Table 6-1 1.00 Sec. 6.5.72 (Eq. 6-3) 18.50'Kz Sec. 6.5.10 (Eq.6 -15) 0.85 Table 6-3 0.85 Table 8-3 15.70 psf Velocity pressure at height z above the ground 15.72 psf Velocity pressure at height h above the ground 0.850 Gust effect factor - Section 8.5.8 1.3 Net force coefficient from Fig. 6-21 17.35 psf ( Eq. 8-28 ) 17.37 psf ( Eq. 6-28 ) 260.8 sq.R. Projected area normal to the wind except where C, is specified for the actual surface area. 1 Section 6.5.15.1 4526 lbs ( Eq. 8-28 ) 4532 lbs ( Eq. 8-28 ) 4532 lbs 4-Total Force [A.S.D.] Fseismlc > Fwfnd -. Seismic Governs Lateral Design SEISMIC LOADS & REACTIONS 7 Eft. 1P°2 hulin= can = Inn = 6.00 ft. M0T = tai T =C= 159121bs Ts, = T -0.6(Po2) = 1270 lbs Peat 8.21 ft. 12.00 In. 12.42 ft 6.21 ft (height of lateral load) ( holddown clearance) (length of holddown) [ASD] (ASD) {ASD Combo: 0.6Dt0.7E} [ASD] Therefore, design for 1270 lbs net uplift a each end of the unit WORKING [ASD] ULTIMATE [USD] SEISMIC UPLIFT @ EACH END OF UNIT = (1170.10 314 lbs WIND UPLIFT @ EACH END OF UNIT = 0 lbs 0 lbs SESIMC SHEAR ON EACH SIDE OF UNIT = (768711 10782 lbs WIND SHEAR ON EACH SIDE OF UNIT = 2266 rhq 3628 -1b• 6 eons EA. 51De Vent. = 76876 = Imo olsbl 3 usE y21',6- 7702671yED Rao w rf / Wan RE -50o E(�Xy g, ti T8(76T I2N = 2124 asni E;'18151) w/ VA..- 1 935 xqAsb3 & 74= 3 735' astg 44755) + \s/3 /3 = 0.008 - 0,50 ti 0.50 1,0 7 O�A'Y MU Lateral - Basic 4/11/2011 09- 045 -008 ASCE7 -05 2009IBC MU Latetal.xlsx 12 -03 -2012 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director JIMMY PANDRA 12201 TUKWILA INTERNATIONAL BL, #110 TUKWILA WA 98168 RE: Permit No. D11 -128 WOW TECHNOLOGIES 12201 TUKWILA INTERNATIONAL BL TUKW Dear Permit Holder: 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, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun fora period of 180 days. Your permit will expire on 01/05/2013. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 01/05/2013, 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, Jenni Permi )14L( r Marshall Technician File: Permit File No. D11 -128 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431 -3670 • Fax 206-431 -3665 July 10, 2012 Guy of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Jimmy Pandra 12201 Tukwila International B1, Ste 110 Tukwila, WA 98168 RE: Request for Extension #2 Development Permit No. D11 -128 WOW Technologies Dear Mr. Pandra, This letter is in response to your written request for an extension to Permit Number D11 -128. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending your permit an additional 180 days from the date of expiration, through January 5, 2013. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, File: Permit No. D11 -128 W: \Pennit Center \Extension Letters \Pennits \20I 11D11 -128 Permit Extension d2.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 To: Jennifer Marshall Date: 6/22/2012 Contact: Jimmy Pandra, tim @wowrack.com, 206 - 890 -8080 Re: Extension of permit due to delay of generator arrival Address: 12201 Tukwila International Blvd, Suite 110, Tukwila, WA 98168 Permit NO: D11 -128 Company name: Wow Technologies Dear Jennifer, RECEIVED 'JUN 2 6 Be I am requesting an extension of my permit because of a delay in our generator delivery. At this time we expect the generator delivery to be sometime in August 2012. Please let me know if there is anything else I need to do to get my permit extended. Thank you. Sincerely, Jimmy Pandra o 14.40,v4itg6( 1&°c4te 4,(14 -7/q`ZOIz uf)-1 Di I 9#1 v( -kin iii 06 -01 -2012 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director JIMMY PANDRA 12201 TUKWILA INTERNATIONAL BL, #110 TUKWILA WA 98168 RE: Permit No. D11 -128 WOW TECHNOLOGIES 12201 TUKWILA INTERNATIONAL BL TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a fmal inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 07/09/2012. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or fmal inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 07/09/2012, 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, er Marshall Technician File: Permit File No. Dl 1 -128 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax 206 - 431 -3665 City of f' 7°u/cwaPa Jim Haggerton, Mayor Department of Community Development Jack Pace, Director January 3, 2012 Jimmy Pandra 12201 Tukwila International Bl, Ste 110 Tukwila, WA 98168 RE: Request for Extension Development Permit No. D11 -128 WOW Technologies Dear Mr. Pandra, This letter is in response to your written request for an extension to Permit Number Dl 1 -128. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending your permit an additional 180 days from the date of expiration, through July 9, 2012. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, File: Permit No. D11 -128 W:\Permit Center\Extension Letters \Permits\2011\D11 -128 Permit Extension.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 To: Bill Rambo Date: 1/3/2011 Contact: Jimmy Pandra, jim @wowrack.com, 206 - 890 -8080 Re: Extension of permit due to delay of generator arrival Address: 12201 Tukwila International Blvd, Suite 110, Tukwila, WA 9816 Permit NO: D11 -128 Company name: Wow Technologies Dear Bill, I am requesting an extension of my permit because of a delay in our generator delivery. At this time we expect the generator delivery to be sometime in January. Please let me know if there is anything else I need to do to get my permit extended. Thank you. Sincerely, 04.4 le40 laze .03/20/& 61I °1I12 RECOvEo CITY OF Tons/tub IJAN:032012 PERMIT OE N t >t r, City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director JIMMY PANDRA 12201 TUKWILA INTERNATIONAL BL, #110 TUKWILA WA 98168 RE: Permit No. D11 -128 WOW TECHNOLOGIES 12201 TUKWILA INTERNATIONAL BL TUKW Dear Permit Holder: 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, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 01/10/2012. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 01/10/2012, 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, Bill Rambo Permit Technician File: Permit File No. D11 -128 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • e, • •, June 22, 2011 Allen Jonannessen and Brandon Miles City of Tukwila Plan Check Correction for D11 -128 Wow Technologies Hello, burgess design ( interiors 0 architecture This letter is in response to your May 12 and May 19, 2011 correction letter for the project located at 12201 Tukwila International Blvd. Suite 110. We are submitting corrected drawings, Rev. #1 dated 6- 22 -11, that have been clouded for your convenience. The structural concrete specification found on S.1 has been changed to reflect 4000 psi and special inspection has been listed on this sheet. We will use Otto Rosenau and Assoc. They can be reached at 206 - 725 -4600. We have redesigned the screening and landscaping as designated by L98 -0021 and as negotiated between the planning department and the tenant Jim Pandra. The new design removes the metal louvered assembly and replaces with a chain link fence that is continuously screened from the public right of way by tall planting. This new assembly can be seen in the new rendering we are providing with this letter. Thank you and please let me know if you have any questions. Sincerely, Burgess Design, Inc. CORRECTION LTR# 1 p I k- t 18 RECEIVED JUN 23 2011 PERMIT CENTER 1326 Fifth Avenue Suite 500. Seattle. WA 98101 TEL: 206. 587.7120 FAX: 206. 587.7122 www.burgessdesign.net City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Jimmy Pandra Wow Technologies 12201 Tukwila International B1, suite 110 Tukwila, WA 98168 RE: Correction Letter #1 Development Permit Application Number D11 -128 Wow Technologies —12201 Tukwila International BI Dear Mr. Pandra, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Planning Departments. At this time the Fire and Public Works Departments have no comments. ' Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Planning Department: Brandon Miles at 206 431 -3684 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that three (3) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, 47—?::::;40- Bill Rambo Permit Technician encl File No. D11 -128 W: \Permit Center \Correction Levers \201 101 1-128 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: May 12, 2011 Project Name: WOW Technologies Permit #: D11 -128 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size I1x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The concrete is specified as 4000 psi in the general notes. Specify concrete special inspections requirements applicable to this job. Special inspection notes and /or tables shall be shown on the plan. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. DATE: CONTACT: RE: ADDRESS: ZONING: PLANNING DIVISION COMMENTS May 19, 2011 Jimmy Pandra D11 -128 and M11 -057 12201 TIB C /LI The Planning Division of DCD has reviewed the above permit application. The application is not ready for issuance. The following items need to be addressed before issuance of the building permit. 1. This building was subject to design review in 1998 (L98- 0021). The proposed screening is insufficient. Provide a narrative on why the proposed mechanical equipment is located in the proposed location and why other less visible locations cannot be utilized. Landscaping is also preferred for landscaping, but the proposed location does not appear to offer any suitable areas for landscaping. If design issues cannot be resolved, the project may need to be subject to a minor modification to the approved design review application. • I P T PLAN REVIEW /ROUTING SLIP AC TV'ITY NUMBER:D1 1=128 DATE: 06 -23 -11 PROJECT NAME: WOW TECHNOLOGIES SITE ADDRESS: 12201 TUKWILA INTERNATIONAL BL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: B tg !Mon Public Works ❑ Fire Prevention Structural Af' tsritt I Planning Division Permit Coordinator IN DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 06-28-11 Not Applicable n Permit Center Use Only . INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 07-26-11 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 ERMTCOORDCOP)• PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -128 DATE: 05/05/11 PROJECT NAME: WOW TECHNOLOGIES SITE ADDRESS: 12201 TUKWILA INTENRATIONAL BL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPAR MENT : I din 'vision re revention Public Works ❑ Structural VA aft t Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 1:K Comments: Incomplete ❑ DUE DATE: 05/10/11 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: Approved u Approved with Conditions 111 Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DUE DATE: 06/07/11 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ PIngi< PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: //www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /2" 3 Plan Check/Permit Number: 711 , Z 8 ❑ Response to Incomplete Letter # El- Response to Correction Letter # I ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: (")0,A., Project Address: 12Zoi glu 1 4 Ito r ti"* 6,5' Contact Person: n I t"'l 1' aikd f A Phone Number: 7-06 — 8 0— 8 030 Summary of Revision: $e-e. A-t c ,ec� Elm ow OF TUKWILA I JUN 23 Nil pEpparr CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisi ..4).pn Received at the City of Tukwila Permit Center by: CO-- Entered in Permits Plus on H:\Applications\Fonns- Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doc Created: 8- 13.2004 Revised: 7 -2010 • CITY OF TUKWILA Department of Community Development 630o Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -367o FAX (206) 431 -3665 E -mail: tukplanaci.tukwila.wa.us Permit Center /Building Division 206 431 -3670 Public Works Department 206 433-0179 Planning Division 206 431 -367o AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) ) ss. COUNTY OF KING ) Vvk V.011/\-4) (71\ [please pt name] 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number 11 , and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. , states as follows: PERMIT NO: ` )0, k Signed and sworn to before me this day of \.f , 20 I I Y PUBLIC in and for the State of Washington Residing at ,11(a , County Name as commissioned: hil,V4to / /er ( My commission expires: a`/'-/ V 18,27.090 Exemptions, The regiion provisions of this i. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed chapter do not apply ip b a registered contractor; An owner* who contracts for a project with a registered tractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; ,/12.• Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile /manufactured home dealer or manufacturer who subcontracts the installation, set -up, or repair work to actively registered contractors. This exemption only applies to the installation, set -up, or repair of the mobile /manufactured homes that were manufactured or sold by the mobile /manufactured home dealer or manufacturer; 18. An entity who holds avalidelectrical contractor's license under chapter 8`RCW'tllaf employs a certified journeyman electric}i;a c�e`ihfied,,' iien�tial specialty electrician, or an elec rie l'tirainee meetmethe requirements of cliapti9.28 RCW to7Perfgrm plumbing work that is incidintalli, directly; and'i'rnmediately appropriate to the like:in -kind replacement of a household appliance or other sial1 household utl'on equipment that requires limitedtel ct C'por�i*er;,an4'rrrhited waste and /or water connect tifitr,4electrical,trainee must be supervised by a certified''eleciflcian;while performing plumbing work. • Per Washington State Department of Labor and Industries, lessee has been interpreted to be equivalent to owner for the purpose of these exemptions. GENERAL NOTES 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING STANDARDS AS PROVIDED BY THE BUILDING OWNER. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF DIFFERENT TRADES. 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID UNLESS AUTHORIZED IN WRITING BY OWNER AND /OR ARCHITECT. 6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD TIMES, PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF OWNER OR ARCHITECT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES. 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS. 9. THE USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT, OR SECURE" AS REQUIRED. 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON A BIWEEKLY BASIS. 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO THE TENANTS. 13. ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH THE BUILDING MANAGEMENT. 14. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND /OR OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. 15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC. 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. 17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS. 18. ALL MATERIALS TO BE NEW UON. 19. PATCH ALL DISTURBED AND /OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEW WORK AND AS REQUIRED FOR FINISHED APPEARANCE. 20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING, BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND ALL OTHER ITEMS REQUIRING IT. 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER. 22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW. 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO ARCHITECT AT LEAST THREE (3) COPIES FOR REVIEW. 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE LIST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. ARCH / INTERIOR ABBREVIATIONS ADJ - ADJUSTABLE AFF - ABOVE FINISH FLOOR ALT - ALTERNATE ALUM - ALUMINUM APC - ACOUSTICAL PANEL CEILING APPROX - APPROXIMATE ARCH ACT AV BLDG BOT CAB CL CLG CLR COL CONC CONF DEMO DEPT DF DIA DIFF DIM DTL DW DWG EA EL ELEC ELEV EQ EQUIP EXT FA FD FE FEC FFE FIN FLUOR FLR FO FOIC FTIC FURR GA GC GL GWB HC HDW HM HR INCL INFO INSUL LAV LF MATL MAX MDF - ARCHITECTURAL - ACOUSTICAL CEILING TILE - AUDIO VISUAL - BUILDING - BOTTOM - CABINET - CENTER LINE - CEILING - CLEAR - COLUMN - CONCRETE - CONFERENCE - DEMOLITION - DEPARTMENT - DRINKING FOUNTAIN - DIAMETER - DIFFUSER - DIMENSION - DETAIL - DISHWASHER - DRAWING - EACH - ELEVATOR - ELECTRICAL - ELEVATION - EQUAL - EQUIPMENT - EXTERIOR - FIRE ALARM - FLOOR DRAIN - FIRE EXTINGUISHER - FIRE EXTINGUISHER CABINET - FINISH FLOOR ELEVATION - FINISH - FLUORESCENT - FLOOR - FACE OF - FURNISHED BY OWNER, INSTALLED BY CONTRACTOR - FURNISHED BY TENANT, INSTALLED BY CONTRACTOR - FURRING - GAUGE - GENERAL CONTRACTOR - GLASS - GYPSUM WALLBOARD - HANDICAPPED - HARDWARE - HOLLOW METAL (STEEL FRAME) - HOUR - INCLUDED OR INCLUDING - INFORMATION - INSULATION - LAVATORY - LINEAR FOOT - MATERIAL - MAXIMUM - MEDIUM DENSITY FIBERBOARD MECH MEZZ MFR MIN MISC MTD MTL N/A NIC NTS OC OFF OPNG OVHD P PART PERF PERIM PERP PLAM PLYWD QTY (R) RA RCP REC REF REFR REL REV RM RO RTD - MECHANICAL - MEZZANINE - MANUFACTURER - MINIMUM - MISCELLANEOUS - MOUNTED - METAL - NOT APPLICABLE - NOT IN CONTRACT - NOT TO SCALE - ON CENTER - OFFICE - OPENING - OVERHEAD - PAINT - PARTITION - PERFORATED - PERIMETER - PERPENDICULAR - PLASTIC LAMINATE - PLYWOOD - QUANTITY - RELOCATED - RETURN AIR - REFLECTED CEILING PLAN - RECESSED - REFERENCE - REFRIGERATOR - RELOCATE - REVISION OR REVISED - ROOM - ROUGH OPENING - RATED SCHED - SCHEDULE SF - SQUARE FEET /FOOT SHT - SHEET SIM - SIMILAR SPEC - SPECIFICATION SPKLR - SPRINKLER SPKR - SPEAKER SQ - SQUARE STD - STANDARD STL - STEEL STOR - STORAGE STRL - STRUCTURAL STRUC - STRUCTURAL SYMM - SYMMETRICAL TBD - TO BE DETERMINED TEL - TELEPHONE OR TELECOM TEMP - TEMPERED - THICKNESS - TOP OF - TOP OF SLAB - TYPICAL - UNLESS OTHERWISE NOTED - UNINTERRUPTED POWER SUPPLY - VINYL COMPOSITION TILE - VERIFY IN FIELD - WITH - WATER CLOSET - WOOD - WITHOUT TH K TO TOS TYP UON UPS VCT VIF W/ WC WD W/O BUILDING SUMMARY PROJECT TEAM SEPARATE Flai n1 I REQUIRED FOR: . - Mechanical Electrical IsI Plumbing tit Gas Piping City of Tukwila BUILDING DIVISION . PROJECT ADDRESS: WOWRACK EXPANSION 12201 TUKWILA INTERNATIONAL BLVD. #101 (EXTERIOR OF BUILDING) SEATTLE, WA 98168 2. APPLICABLE CODES & ORDINANCES: A BUILDING CODES INTERNATIONAL BUILDING CODE - 2009 B REGULATIONS & ORDINANCES NFPA C ACCESSIBILITY INTERNATIONAL BUILDING CODE - 2009 ICC /ANSI 117.1 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES - 2003 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: IA FIRE RESISTIVE SYSTEM: SPRINKLERED PER NFPA13 QUICK RESPONSE HEADS OCCUPANCY TYPE: 'B' (SERVER FARM AND OFFICE INFRASTRUCTURE) 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: SHAFT ENCLOSURES: N/A EXIT STAIR ENCLOSURES: N/A CORRIDORS: N/A 5. EXITS: APPROXIMATE AREA OF CONSTRUCTION: 600 SQUARE FEET NUMBER OF TOTAL PROPOSED OCCUPANTS: UNOCCUPIED NUMBER OF EXITS REQUIRED: 1 MINIMUM EGRESS WIDTH REQUIRED: 3' -8" COMMON PATH OF EGRESS TRAVEL: 100' SPRINKLERED PER NFPA13 1014.3X1 6. PROJECT DESCRIPTION: CONSTRUCTION OF NE EMERGENCY GENERATOR. CHILLER AND GENERATOR REMOVE EXTERIOR OF THE BUILDING SCREEN AND PAD FOR TENANT'S NEW CHILLER AND PARKING SPACES AT THE PLANNING APPROVED No changes can be made to these plans without approval from the Planning Division of DCD of I Approved By: Date: TENANT: WOWRACK 12201 TUKWILA INTERNATIONAL BLVD. #101 SEATTLE, WA 98168 TEL: 206.890.8080 FAX: 866.969.8878 ATTN: JIMMY PANDRA ARCHITECT /DESIGNER: BURGESS DESIGN GROUP 1326 FIFTH AVE., SUITE 500 SEATTLE, WA 98101 Tel: 206.587.7120 Fax: 206.587.7122 ATTN: KIP KOLODZIEJSKI BUILDING MANAGER: SABEY CORPORATION 12201 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98168 -5121 Tel: 206.281.4200 Fax: 206.436.0920 ATTN: KEN STICKLEY STRUCTRUAL ENGINEER: ENGINEERS NORTHWEST 6869 WOODLAWN AVE. N.E., # 205 SEATTLE, WA. 98115 TEL: 206.973 -5427 FAX: 206.522.6698 ATTN: JOEL KIPPLE GENERAL CONTRACTOR: TBD PLUMBING ENGINEER, ELECTRICAL ENGINEER, & FIRE /LIFE SAFEY ENGINEER: TBD - Bidder Design Build by G.C. HVAC ENGINEER HUNT ENGINEERING SERVICES 9560 MORON ROAD NE BAINBRIDGE IS., WA 98110 Tel: 206.842.6947 Fax: 206.842.6948 PLUMBING, MECHANICAL, ELECTRICAL, LIFE SAFETY PERMITS UNDER SEPARATE SUBMITTALS. LEGAL DESCRIPTION / PARCEL NO. INTERGATE WEST NEW LOT C COMMENCING AT A POINT ON THE NORTH UNE OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON THAT IS S 89'16'35" E 100.00 FEET FROM THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SOUTHEAST QUARTER; THENCE S 24'13'53' E 567.42 FEET TO THE TRUE POINT OF BEGINNING; THENCE N 6615'01' E 120.47 FEET; THENCE N 20'23'23' W 27.58 FEET; THENCE N 65'32'34" E 165.00 FEET TO A POINT ON THE WESTERLY RIGHT -OF WAY UNE OF PRIMARY STATE HIGHWAY NO. 1 (SR 99) SOUTH 118TH ST. TO JCT. S.S.H. NO. 1 -K APPROVED JULY 23, 1957; THENCE FOLLOWING SAID WESTERLY RIGHT -OF -WAY UNE S 24'27'26' E 110.84 FEET; THENCE FOLLOWING SAID WESTERLY RIGHT -OF -WAY UNE N 65'32'34' E 10.00 FEET; THENCE FOLLOWING SAID WESTERLY RIGHT -OF -WAY UNE S 24'27'26' E 200.00 FEET; THENCE FOLLOWING SAID WESTERLY RIGHT-OF-WAY UNE N 6512'34' E 20.00 FEET; THENCE FOLLOWING SAID WESTERLY RIGHT -OF -WAY LINE S 24.27'26' E 126.00 FEET; THENCE FOLLOWING SAW WESTERLY RIGHT -OF -WAY UNE ALONG THE ARC OF A 2805.00 -FOOT RADIUS NON- TANGENT CURVE TO THE RIGHT (THE CENTER OF WHICH BEARS S 6512'34' W), THROUGH A CENTRAL ANGLE OF 0'12'18' A DISTANCE OF 10.03 FEET; THENCE S 65'30'25' W 199.33 FEET; THENCE S 2747'01" W 21.44 FEET; THENCE S 63'32'48" W 62.13 FEET; THENCE S 65'46'07' W 58.17 FEET; THENCE N 24'13'53" W 402.19 FEET THE TRUE POINT OF BEGINNING. SITUATE IN THE CITY OF TUKWILA, KING COUNTY, WASHINGTON AND CONTAINING 129,298 SQUARE FEET OF LAND MORE f1R LESS. STREET MAP DEFINITIONS AND DIMENSIONS DRAWING INDEX N DRAWING ISSUED a tip c N N O N 4 4 cO co 0 0 0 0 X X X X X X X X X X X X X X X X X X X X GENERAL G.0.0 COVER SHEET / PROJECT INFORMATION G.0.1 PROJECT NOTES G.O.2 LAND USE - PARKING & PARTIAL SITE PLAN G.0.3 EQUIPMENT /DEVICE DIMENSION PLAN ARCHITECTURAL / INTERIORS A.9.1 BUILDING ELEVATION / PARTIAL ELEVATION/ DETAIL STRUCTURAL DRAWINGS S1 GENERAL NOTES & PARTIAL PLAN S2 SECTIONS & DETAILS SITE PLAN / NOT A LEGAL SURVEY NTS SYMBOLS ELEVATION REFERENCE SYMBOL U DETAIL ID SHEET NO. D SECTION REFERENCE SYMBOL DETAIL REFERENCE SYMBOL COLUMN AND /OR GRID LINE SYMBOL DIMENSION LINE: 20' - PI 0 L ANGLE © AT CENTERLINE 0 INDICATES FINISHED SURFACES TO ALIGN 1 DRAWING TITLE BAR DETAIL IDENTIFICATION DRAWING TITLE GRAPHICAL SCALE FLOOR ELEVATION SYMBOLS 9�._2' -0" +1' -0" NOMINAL FLOOR t) ,l ELEVATION HEIGHT (ABOVE /BELOW) BUILDING SPACE / ROOM ID OFFICE SPACE NAME SPACE NUMBER 1127 DOOR SYMBOL DOCUMENT SHEET SYMBOL KEYED SHEET NOTES GLAZING SYMBOL REVISION NUMBER A. DEFINITIONS: 1. "TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED. 2. "SIMILAR" OR "SIM." INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO THE CHARACTERISTICS FOR THE CONDITION NOTED. 3. "AS REQUIRED" INDICATES CONTRACTOR SHALL PROVIDE COMPONENTS REQUIRED TO COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS. 4. "ALIGN" INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, TRUE, AND PLUMB RELATION ADJACENT MATERIALS. 5. "CLEAR" INDICATES CRITICAL DIMENSION AND SHALL SET PRECEDENT FOR LAYOUT OF PARTITIONS. B. DIMENSIONS: 1. DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW AND EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED. 2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE & PLUMB. DIMENSIONAL LAYOUT SHALL BE IN THE FOLLOWING PRIORITY ORDER. A. STRUCTURAL DRAWINGS B. LARGE SCALE DETAILS C. SMALL SCALE DETAILS D. ENLARGED PLANS AND SECTIONS E. FLOOR PLANS 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE REQUIREMENTS SHALL BE MAINTAINED. 4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB, UNLESS OTHERWISE NOTED. 5. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL, UNLESS NOTED ABOVE FINISH FLOOR - "AFF ". 6. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF SUSPENDED ACOUSTIC CEILING GRID OR FACE OF FINISH MATERIAL FOR OTHER CEILING TYPES, UNLESS OTHERWISE NOTED. 7. DOCUMENTS ARE DRAWN DIAGRAMATICALLY, AND SCALED DIMENSIONS ARE APPROXIMATE. DIMENSIONS SHALL INDICATE REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED. WOWRACK EXPANSION 12101 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA. 98168 shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. AREA OF WORK REVIEWED FOR CODE COMPLIANCE APPROVED JUL 01 2011 City of u ifa BUILDING ISION ... - wwwwww wows. CORRECiTION LTR #_ b\1 IZS RECEIVE JUN 23 20,1 PERMIT Tenant: WOWRACK INTERGATE WEST 12201 TUKWILA INT'L BLVD SEATTLE, WA 98168 A Site Improvement for: SABEY CORPORATION 12201 TUKWILA INT'L BLVD FOURTH FLOOR SEATTLE, WA 98168 -5121 burgess design interiors Q architecture 1326 Fifth Avcnuc Sulk 500. Scatllc WA 98101 lit: 206- 5877120 FAX:206. 597.7122 All reproduction & intellectual property rights reserved c 2011 Approved by: Date: FILE COPY Permit No.. PHV Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved F : • . • • and conditions is acknowledged: BY Day: City Of Itikwila BUILDING DIVISION CONSTRUCTION WORK SHALL NOT PROCEED UNTIL THE BUILDING OWNER / REPRESENTATIVE AND BUILDING TENANT HAVE GIVEN THEIR APPROVAL TO THESE CONSTRUCTION DOCUMENTS. APPROVAL BY THESE PARTIES SHALL BE INTERPRETED AS APPROVAL OF DRAWINGS FOR CONTENT, FINISH SELECTIONS, SCOPE OF WORK, AND ALL DIMENSIONS REGARDED BY EITHER PARTY AS BEING NECESSARY TO THEIR OPERATIONS, USE OF THE SPACE, FURNISHINGS, AND TENANT EQUIPMENT AND FURNITURE INSTALLATIONS. CONSTRUCTION AND /OR INITIATION OF CONSTRUCTION, AUTHORIZED BY THE BUILDING OWNER FROM THESE CONSTRUCTION DOCUMENTS, SHALL BE INTERPRETED BY THE DESIGNER AS APPROVAL IN FULL OF THESE CONSTRUCTION DOCUMENTS BY BOTH THE BUILDING OWNER / REPRESENTATIVE AND THE TENANT. Professional seal KIP G. <CLODZIEJSKt STATE OF WASHINGTON No. Issue Description REVIEW SET PERMIT SET Date 04.18.11 04.29.11 PERMIT REVISION 06.07.11 PERMIT REVISION 06.22.11 Drown by: MK Reviewed by: KK Project No: 1 1.SB 16.01 COVER SHEET / PROJECT INFORMATION Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.0 PROJECT NOTES 1. THESE PROJECT NOTES ARE GENERIC IN NATURE. CONTRACTORS INSTRUCTIONS FOR CONSTRUCTION ADMINISTRATION MAY VARY BASED ON THE CONTRACT BETWEEN BUILDING MANAGEMENT AND TENANT. VERIFY WITH BUILDING MANAGEMENT ALL CONSTRUCTION REQUIREMENTS AND CONSTRUCTION ADMINISTRATION RESPONSIBILITIES. THE DESIGNER MAY NOT HAVE CONSTRUCTION ADMINISTRATION OBLIGATIONS. 2. PLUMBING, ELECTRICAL, MECHANICAL & LIFE SAFETY SHALL BE PERFORMED UNDER THE DESIGN /BUILD CONTRACT. ALL WORK SHALL BE TO CODE. ANY INFORMATION ON THESE DRAWINGS ARE FOR REFERENCE AND SCHEMATIC DESIGN ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF THE DESIGN. VERIFY REQUIREMENTS OF BUILDING MANAGEMENT AND TENANT. REVIEW OF SHOP DRAWINGS, IF APPROPRIATE, IS FOR AESTHETIC REASONS ONLY. 3. VERIFY BUILDING STANDARDS WITH BUILDING MANAGEMENT WHEN WORKING IN SUITES WITH NON BUILDING STANDARD ELEMENTS. VERIFY PREFERRED DETAILING OF THESE ELEMENTS WITH BUILDING MANAGEMENT. 4. VERIFY ALL RULES, GENERAL CONDITIONS AND SPECIALIZED BUILDING REQUIREMENTS WITH THE BUILDING MANAGEMENT. 5. VERIFY LEED REQUIREMENTS WITH BUILDING MANAGEMENT. DIVISION I - GENERAL CONDITIONS 01010 SUMMARY OF WORK 1. GENERAL DESCRIPTION OF THE PROJECT: NON- STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMMERCIAL OFFICE SUITE, UON. 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE PLANS, THE CONTRACTOR SHALL SO ADVISE BURGESS DESIGN WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT BURGESS DESIGN MAY MAKE ALTERNATE SELECTIONS. 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. 4. FIRE /EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN PLACEMENT. 5. ALL DESIGN BUILD INFRASTRUCTURE SHALL BE UNDER A SEPARATE PERMIT BY CONTRACTOR. 6. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.C." (NOT IN CONTRACT), SUCH AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE, EQUIPMENT AND MOBILE KITCHEN APPLIANCES. 7. CONTRACTOR TO PROVIDE ALL FIRE /EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. FIRE /EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS, AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS. 8. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED. 9. ANY MATERIAL USED IN CONSTRUCTION SHALL MEET CURRENT FLAME CODE REGULATIONS. 10. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE BUILDING SHELL STANDARD SPECIFICATIONS. 11. THE GENERAL CONTRACTOR SHALL LAY OUT THE WORK IN CONFORMITY WITH THE REQUIREMENTS OF CONTRACT DOCUMENTS, AND WILL BE HELD RESPONSIBLE FOR PROPER ESTABLISHMENT AND MAINTENANCE OF ALL LINES AND DIMENSIONS. BEFORE DOING AND WORK, THE GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND CONDITIONS AT THE SITE AND NOTIFY THE ARCHITECTS OF ANY DISCREPANCIES. 12. THE CONTRACTORS SHALL USE DIMENSIONS ONLY. DO NOT SCALE PLANS. ALL DIMENSIONS ARE TO FINISHED FACE UNLESS OTHERWISE NOTED. 13. MATERIALS: ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY MANUFACTURERS. ALL LIKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURER AND QUALITY UNLESS OTHERWISE SPECIFIED. ALL MATERIAL, EQUIPMENT AND FIXTURES SHALL BE CODE WORTHY WITH ALL PROPER JURISDICTIONAL APPROVALS. 08710 - FINISH HARDWARE 1. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALTY AND FINISH OF SPECIFIED IN SIMILAR LOCATIONS. 2. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. 3. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE TWO (2) KEYS FOR EACH ROOM NUMBERS. CONF� O CONFIRM QUANTITY (2) SUITE. ALL KEYS TO BE TAGGED WITH BUILDING MANAGEMENT. 4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 5. ALL DOORS SHALL HAVE A MINIMUM OF 1-1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, AND ONE DOOR STOP TO MEET ACCESSIBIUTY REQUIREMENTS. 6. ALL HARDWARE SHALL BE COMMERCIAL GRADE AND RATED AT REQUIRED ASSEMBUES. 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE AND AT ALL RATED ASSEMBLIES. 8. ALL HARDWARE SHALL MATCH BUILDING STANDARD IN STYLE AND FINISH. 9. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. 10. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE APPLICATION MADE. 11. PROVIDE PROPER SMOKE GASKETS AT RATED ASSEMBLIES. 12. MATCH BUILDING STANDARD SPECIFICATIONS AND FINISHES. 13. THE FOLLOWING UL LISTINGS ARE REQUIRED ON THE FOLLOWING HARDWARE: PANIC HARDWARE - UL #305 FIRE EXIT HARDWARE - UL #106 & UL #305 ELECTROMAGNETIC LOCK HARDWARE - UL # FWAX -S -A -6635 THE CRASH BAR MUST BE AT LEAST 1 /2 OF THE DOOR WIDTH AND OPEN FORCE NO MORE THAN 15 LBS. VERIFY WITH BUILDING STANDARD & MANAGEMENT AND INFORM ARCHITECT IF BUILDING STANDARD DOESN'T COMPLY. DIVISION II - StiE_1�QB1( 02050 - DEMOLITION 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE /DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABLING TO BE REMOVED FROM TENANT SPACES BELOW. 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION NEGOTIATED BY THE PRICING PLAN / SPACE PLAN WITH WORK LETTER SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. 5. ALL DAMAGED, ALTERED OR REWORKED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH ". 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. 08810 - GLASS 1. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4" TEMPERED SAFETY GLAZING, UON. 2. CONTRACTOR SHALL VERIFY GLASS THICKNESS IS APPROPRIATE FOR DIMENSIONS AND SPANS. 3. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPUANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 4. RATED GLASS (CERAMIC) RELITE SHALL BE PREMIUM POLISHED FINISH. DMSION IX - FINISHES, 09250 GYPSUM DRYWALL AND METAL STUDS 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS SHOWN IN THE PLANS. 2. "WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, UON. 4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE, UON. 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES TO THE PARTITION HEADS AND CEIUNG GRID. 6. FRAMING STUDS: GALVANIZED STEEL STUDS PER CONSTRUCTION PLANS. PROVIDE WITH SHEET METAL BACKING WITHIN ALL WALLS RECEIVING CASEWORK (CABINETS, BOOKSHELVES, ETC.). VERIFY STUD SIZE MATCHES DOOR FRAMES IN STOCK IF APPLICABLE. 7. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. 8. ALL DRYWALL TO BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED. PROVIDE "M /R" TYPE DRYWALL WHERE REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, UON. 9. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI - EXPOSED. 10. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE FINAL FINISHING AS SPECIFIED. 11. EXTEND ALL SOFFIT FRAMING TO STRUCTURE ABOVE. PROVIDE STRUCTURAL DIAGONAL BRACING AS NECESSARY. 12. PROVIDE FRAMING FOR SUSPENDED CEILING WITH SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE CODES AND AS SHOWN ON DRAWINGS. 13. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES, ETC. ON BOTH SIDES OF CROSSING /PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBLIES AND MATERIALS. 14. FIRE AND SMOKE SEPARATION ASSEMBLIES SHALL BE MARKED AS REQUIRED IN IBC SECTION 703.6. 06100 - ROUGH CARPENTRY 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 06200 - FINISH CARPENTRY 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. 06400 - ARCHITECTURAL WOODWORK AND CASEWORK 1. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. 2. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB. /CU. FT., AT LEAST 3/4" THICK. 3. CABINET HARDWARE: FULL EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, UON IN ELEVATIONS / DETAILS, OR PER BUILDING STANDARD. 4. PLASTIC LAMINATE: HIGH - PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, AND FORMICA, UON. LAMINATE TO BE GENERAL- PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL. 5. INTERIOR CABINET SURFACES & SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY, UON. 6. SHELF EDGING TO BE P -LAM, UON. 7. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. DMSION VII - DOORS AND WINM 08210 - WOOD DOORS 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME, UON. 3. DOORS SHALL BE PRE - MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. 4. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 5. CONTRACTOR SHALL REVIEW SUITE FOR DOOR STYLE CHANGES AND VERIFY WITH ARCHITECT AND BUILDING MANAGEMENT THE DOOR STYLE TO MATCH IF A VARIATION IS PRESENT. 09650 - RESILIENT FLOORING 1. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND MANUFACTURER PER FINISH SCHEDULE. 2. PROVIDE RUBBER - REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE. REDUCING STRIPS TO OCCUR AT ALL AREAS OF FLOOR MATERIAL TRANSITION. 3. BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12 ". NO JOINTS AT OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. 4. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITIOUS UNDERLAY PER MANUFACTURER'S WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 1 /4" OVER 10' 5. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS SPECIFICATION, UON. 6. UNLESS SPECIFIED ALL RUBBER BASE SHALL BE COVED BASE. 09680 - CARPET 1. PROVIDE COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 2. CARPET TO BE INSTALLED AS INDICATED IN DRAWINGS. 3. PREPARE SUB FLOOR WITH LIGHT WEIGHT CONCRETE UNDERLAY WHERE SUBSTRATE. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 4. PROVIDE SEAMING DIAGRAMS FOR ARCHITECT'S REVIEW. 09900 - PAINTING AND STAIN 1. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL, UON. PROVIDE FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS. 09500 - CEILING SUSPENSION SYSTEMS. 1. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS. 2. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY. VERIFY WITH BUILDING MANAGEMENT IF EXISTING CONDITIONS ARE SEISMICALLY BRACED OR PROVIDE PER CODE. 3. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE AND DATA CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. 4. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. 5. ALL CUTOUTS SHALL BE CENTERED WITHIN ACOUSTIC CEILING TILE, UON. 6. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION AND CODES. 7. ALL JOINTS IN THE TILE FIELD SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. 8. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1 /8" IN 12' -O ". ANCHOR AS REQUIRED. 9. IN AREAS OF ALTERATIONS CONTRACTOR SHALL MATCH CONDITIONS AND MAKE EVERY EFFORT TO ALIGN, LEVEL AND MATCH NEW CEILING TO OLD. CONTRACTOR SHALL REVIEW ALL CEILINGS UPON COMMENCEMENT OF THE PROJECT AND INFORM THE BUILDING MANAGEMENT OF ANY DISCONTINUITIES IN THE CEILING WITHIN 10 DAYS. 10. ADJUST PARTITION HEAD DETAIL TO MATCH EXISTING CEILING CONDITIONS IF NECESSARY. 09530 - ACOUSTICAL TREATMENT 1. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. 2. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS AND TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID, UON. REQUIRED TO PROVIDE APPROVED 2. FINISH A) B) DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES PAINTED WOODWORK TO BE FINISHED WITH ONE (2) FINISH COATS. SEALED WOODWORK TO BE STAINED PER FINISH A COMMERCIAL GRADE CLEAR SATIN VARNISH. AS INDICATED IN DRAWINGS. (1) COAT PRIMER AND TWO SCHEDULE AND SEALED WITH 3. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3 -B "CUSTOM" (1) COAT PRIMER AND TWO (2) FINISH COATS. GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 4. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3 -B "CUSTOM" (1) COAT PRIMER AND TWO (2) FINISH COATS. GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. 5. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 6. TOUCH -UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 7. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM, UON. 8. ALL PAINTED SURFACES SHALL BE PREPARED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (ESPECIALLY IN REGARD TO THE PRIMING OF EXISTING SURFACES). 9. PUTTY ALL NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPLYING FINISH. 10. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. 11. SAND ENAMELED FINISHES APPLIED TO WOODS OR METAL BETWEEN COATS WITH FINE SANDPAPER TO PRODUCE SMOOTH FINISH. 12. MAKE FINISH WORK UNIFORM AND SMOOTH, FREE OF RUNS, SAGS, DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. DMSION XII - FURNISHINGS, 12500 - WINDOW TREATMENT 1. ALL EXISTING INTERIOR AND PERIMETER MINI BLINDS TO BE BAGGED AND CLEANED TO LIKE -NEW CONDITION. 2. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. CO MANAGEMENT. MATCH EXISTING CONDITIONS UON. 3. ALL INTERIOR SIDELIGHTS TO RECEIVE 1" MINI -BUNDS WHERE INDICATED IN 4. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. DIVA XV - IIIECHANICAL. 15400 - PLUMBING 1. PROVIDE SUPPLY, WASTE AND VENT LINES, VALVES, FITTINGS, ETC. REQUIRED DISHWASHER, REFRIGERATOR, AIR CONDITIONING UNIT(S), VENDING MACHINES, COFFEE MAKER, WATER HEATERS, ETC. 2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS, OR PER BUILDING STANDARD, UON. 4. PROVIDE HOT AND COLD WATER TO SINKS /DISHWASHERS IF APPLICABLE. 5. ALL NEW WATER HEATERS ARE TO BE INSTALLED WITH DRIP PAN CONNECTED TO WASTE UNE. VERIFY LOCATIONS WITH BUILDING MANAGEMENT AND INSPECTORS. 6. ALL PLUMBING FIXTURES ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL CODES. 7. CONTRACTOR SHALL PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT REVIEW AND APPROVAL PRIOR TO INSTALLATION. 8. VERIFY WATER SUPPLY & SEWER DRAIN CAPACITY FOR ENTIRE BUILDING WILL NEW RESTROOMS ARE ADDED TO BUILDING. 15500 - FIRE PROTECTION 1. ALTER OR INSTALL FIRE PROTECTION SYSTEM PER BUILDING STANDARD, LOCAL REGULATIONS AND ORDINANCES. 2. PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS AS REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED APPLICABLE LOCAL CODES AND LAWS. 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A -10BC 5 -LB, MULTIPURPOSE EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE, UON. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED PER BUILDING STANDARD REQUIREMENTS, UON. VERIFY LOCATION WITH FIRE MARSHALL. WHEN REQUIRED BY CODE, PROVIDE 1 WALL MOUNT TYPE IN EACH SERVER ROOM OR LABORATORY. 6. DESIGN BUILD FIRE PROTECTION DRAWINGS INDICATE: A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. B. PRESSURE REQUIREMENTS. C. SPRINKLER HEAD SPECIFICATIONS. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS 7. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE HORNS AND STROBES. 8. ALL SPRINKLER HEADS SHALL BE CENTERED IN ACOUSTICAL CEILING TILE, UON. 9. USE OF NFPA 13 QUICK RESPONSE HEADS MAY BE REQUIRED. CONTRACTOR SHALL VERIFY EXTENT OF QUICK RESPONSE HEADS BY CITY FOR THIS PROJECT. 4 15800 - HEATING VENTILATING AND AIR CONDITIONING 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES FOR COMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. 2. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS. 3. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 4. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS, FILTERS AND THERMOSTATS. 5. RE -ZONE, ALTER OR SEPARATE HVAC AS NECESSARY AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES. 16000 - ELECTRICAL AND TELECOMMUNICATIONS 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S REQUIREMENTS. REPLACE OUTLET COVER PLATES TO MATCH NEW FINISH IF APPLICABLE. 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT. 4. ALL OUTLETS AND MUD RINGS TO BE LOCATED AT 18" AFF TO THE CENTER LINE, UON. 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATION, ALL DEVICES SHALL BE GANGED UON. 6. ALL ELECTRICAL OUTLETS WITHIN THE CODE REQUIRED DISTANCE FROM A SINK SHALL BE ON A GROUND FAULT INTERRUPTED CIRCUIT. 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS SHALL BE ORANGE, "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A GREEN DOT, "EMERGENCY" OUTLETS SHALL BE RED, AND "DEDICATED" OUTLETS FOR "CLEAN CIRCUIT" FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL COVER PLATES SHALL BE BUILDING STANDARD FINISH, UON. VERIFY WITH BUILDING MANAGEMENT. 8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE INSTALLATION OF TENANT'S NEW FURNITURE. 10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE CONCEALED IN FLOORS, WALLS, OR CEIUNGS. CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANT'S VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER. 11. THE CONTRACTOR IS TO COORDINATE WITH THE TENANTS SUPPLIED FURNITURE SYSTEMS TO INCLUDE BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS, J- BOX LOCATIONS, CONNECTIONS AND WALL MOUNTED REQUIREMENTS. 12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS REQUIRED WITH MATERIAL TO MEET CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE PREPARED TO RECEIVE NEW FLOOR FINISH AS REQUIRED. FLOOR SHALL BE LEFT FLUSH. 13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS AND SHALL MEET OWNER'S GUIDELINES. 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES. 15. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ELECTRICAL, AND COMMUNICATION COVER PLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET TO A MINIMUM DIMENSION BETWEEN EACH DEVICE. 16. BACK -TO -BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED FOR ACOUSTICAL CONTROL. 17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE TENANT BEFORE INSTALLATION. 18. ELECTRICAL ENGINEER TO PROVIDE DESIGN /BUILD PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. RDIKE/ f RDI$OR CODE COMPLIANCE 'AMNAPPROVED JUL 01 2011 City of Tukwila BUILDING DIVISION AND BUILDING OWNER FOR MEET NEW CAPACITY WHEN BY 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH DIS 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. LOCATION WITH FURNITURE VENDOR. 21. COORDINATE POWER /DATA, FIRE SAFETY DEVICES & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, SYSTEM FURNITURE, FINISHES & CASEWORK. 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWER /DATA DEVICES AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CASEWORK. 23. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE GRILLS AND THERMOSTATS. 24. RECIRCUIT, ALTER OR SEPARATE ELECTRICAL AND VOICE SYSTEM AS NECESSARY AND AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES. REFER TO DESIGN /BUILD CIPLINE. COORDINATE EXACT 16500 - LIGHTING 1. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48" A.F.F. TO MEET THE LATEST ACCESSIBILITY CODES AND REGULATIONS. 2. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED UON. 3. WHEN WORKING IN PUBLIC CORRIDOR VERIFY SWITCHING REQUIREMENTS WITH BUILDING MANAGEMENT. 4. VERIFY WITH BUILDING MANAGEMENT SEPARATION OF SUITE SWITCHING WHEN DEMISING CONFIGURATIONS CHANGE. 5. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF CEILING TILE OR CENTER OF 2X2 PORTION OF 2X4 SECOND LOOK TEGULAR TILE. UON. 6. REUSE ALL EXISTING BUILDING STANDARD FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL ENERGY CODE COMPLIANCE. VERIFY OR PROVIDE NEW LAMPS AND REPLACE FAULTY BALLASTS. 7. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT OF WORK. 8. ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEILING - HEIGHT PARTITIONS, AND ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE. 9. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. B. LIFE SAFETY EQUIPMENT. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. D. LIGHT FIXTURE SPECIFICATIONS 10. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 11. CONTRACTOR SHALL RE- CIRCUIT AND RE- SWITCH ALL ASPECTS OF TENANT SUITE AND ADJOINING SUITES AS NECESSARY TO FULLY SEPARATE TENANT SUITE FROM OTHERS, AND PROVIDE NEW CORRIDOR, HALLWAY AND OPEN OFFICE SWITCHES AS NEEDED. 12. VERIFY SWITCHING WITH TENANT AND BUILDING MANAGEMENT. VERIFY APPROVED ENERGY CODE REQUIREMENTS OR ENERGY MANAGEMENT SYSTEM AS PART OF THE DESIGN BUILD CONTRACT. 13. PROVIDE, ALTER OR VERIFY ALL EMERGENCY EXIT LIGHTING AND ACCESS PATHWAY LIGHTING AS DIRECTED BY EXISTING CONDITIONS AND CODE REQUIREMENTS. 14. EXIT SIGNS SHALL HAVE UL #924. RECEIVE JUN 23 2011 PERMIT CCNTF Tenant: WOWRACK INTERGATE WEST 12201 TUKWILA INT'L BLVD SEATTLE, WA 98168 A Site Improvement for: SABEY CORPORATION 12201 TUKWILA INT'L BLVD FOURTH FLOOR SEATTLE, WA 98168 -5121 burgess design `interiors 0 architecture 1316 Fifth Avenue Suitt 500 - Seattle - WA 98103 TEE. 206.587.7170 FAX.206. S87 -7122 All reproduction & intellectual property rights reserved c 2011 Professional seal KIP G. KOLODZIEJSKI STATE QE WASHINGTON No. Issue Description REVIEW SET PERMIT SET PERMIT REVISION PERMIT REVISION Date 04.18.11 04.29.11 06.07.1 1 06.22.11 Drawn by: MK Project No: 1 1.SB 16.01 Reviewed by: KK PROJECT NOTES I.2 Q Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.1 x z 0 1 j 0 0 0 OO 0 0 0 TYP. FOR STRUCTURAL PENETRATIONS IN THE BUILDING OR ON THE BALCONY SEE S.2 FOR ALL INFORMATION ON CHILLER AND OTHER EQUIPMENT SEE HUNT ENGINEERING DRAWINGS DATED 03/24/2011 NEW CONCRETE GENERATOR PLAN FOR CONNECTIONS OF EQUIPMENT PLANK FLOOR ASSEMBLY SEE S.1 & S.2 NEW CHAIN LINK FENCE SURROUNDS CHILLER NEW CONCRETE CHILLER SUPPORT P Oviv SIM II ..III_ I_.L_', _', -}�11 �II�II�II.II.II�II�II�II�II �II.II. 11 01, A &E EXISTING GUARD RAIL EXISTING R AINING WALL 1 MI AsI Ier '. 71=II •5II.II =II•1•IIMII •1II10IIMII- NEW CHAIN LINK FENCING AND TREE SCREENING —REFER TO G.0.3 & A.9.1 EQUIPMENT PARTIAL SITE PLAN ►, 16' 24' RE'JIEWED FOR CODE COMPLIANCE AF JUL 01 2011 City of Tukwila BUILDING DIVISION DEMOUSH PORTION OF CURD NEEDED FOR NEW CURB. LANDSCAPING TREES PER NOTES ABOVE. PROVIDE 5 EQUALLY SPACED TREES. PARKING CALCULATIONS SUITE # /NAME SQUARE FOOTAGE OCCUPANCY TYPE SUITE 100 /MZIMA 16,236 SQFT. B— OFFICE REQUIRED # OF STALLS 51 SUITE 210/VOLT 3,920 SQFT. B— OFFICE 12 SUITE 220/VACANT 1,353 SQFT. B— OFFICE 6 SUITE 230 /KOREAN AIRLINES 1,439 SQFT. B— OFFICE 6 SUITE 240 /FORTRESS OFFICE 1,948 SQFT. B— OFFICE 6 SUITE 250 /MZIMA, DATA SPACE 6,321 SQFT. B— OFFICE (ASSUME WORST CASE) 21 SUITE 300 /MED, DATA SPACE 14,384 SQFT. B —OFFCE (ASSUME WORST CASE) 45 SUITE 410 /DIGITAL FOREST, DATA SPACE 6,321 SQFT. B— OFFICE (ASSUME WORST CASE) 21 SUITE 420 /DIGITAL FOREST 4,327 SQFT. B— OFFICE 15 TOTAL 1 OF EXISTING PARKING STALLS 757 TOTAL 1 OF REQUIRED PARKING STALLS 183 TOTAL 1 OF REMOVED PARKING STALLS NOTE: WM-I THE ADDITION OF THE NEW CHILLER & THE GENERATOR, TEN PARKING STALLS WILL BE LOST. IN THE CALCULATIONS PROVIDED ABOVE, THERE ARE STILL BE ENOUGH PARKING STALLS PROVIDED TO MEET CODE REQUIREMENTS. PARKING STALL COUNT PROVIDED TO BURGESS DESIGN BY SABEY RECORDS — SEE ATTACHED SHEET. PARKING STANDARDS PER FIGURE 18 -7 TUKWILA CODE. ALL COUNTS VERIFIED UNDER DIDGITAL FOREST PERMIT #D10 -057 NOISE CALCULATIONS GENERATOR IS FOR EMERGENCY USE & RUNS REGULARLY FOR TESTING ONLY. PROVIDE NFPA PLACARD FOR DIESEL FUEL ON GENERATOR COVER. LANSCAPING NOTES CONTRACTOR SHALL PROVIDE ALL NECESSARY DEMOLITION & TRENCHING FOR INSTALLATION. SEE STRUCTURAL DRAWINGS FOR BACK FILL INFORMATION, NO CURB PROVIDED AT LANDSCAPING. NEW LANDSCAPING TO INCLUDE NEW PLANTS, STRAINERS, DRIP IRRIGATION, VALVE BOX, TOPSOIL, BARK, ETC. LANDSCAPE LABOR (MAN HOURS) — INSTALL 3 WAY TOPSOIL, PLANT MATERIAL, BARK AND TOPSOIL 3 —WAY (CU. YD.) 3 YARDS (DEUVERED) 7 420.00T $ VERIFY SPECIES SELECTION WITH SABEY BUILDING MANAGEMENT AND EXISTING CONDITIONS AT BUILDING 12101 THUJA OCCIDENTAUS (EMERALD GREEN) ?' CALIPER — BRANCHING BEGINS AT 1' FROM GROUND. TREES WILL BE 1' ON CENTER 2- KINNIKINNICK 1 GAL. 2 PLANTED ALONG PARKING LOT AS GROUND COVER. PROVIDE NEW IRRIGATION UNE AND CONTROLS — VERIFY WITH BUILDING MANAGEMENT. SCREENING NOTES ALL CONCRETE SHALL HAVE MINIMUM SLOPE FOR POSITIVE WATER DRAINAGE FROM EQUIPMENT TO EXISTING DRAINAGE. • : si I H 1, 0 • • ►For,,;11s ALL CHAINLINK FENCE WILL MATCH EXITING CONDITIONS. CHAINUNK TO HAVE PLASTIC SLATES. COLOR AS CLOSE TO BUILDING STANDARD COLOR ABOVE AS POSSIBLE. KEYED SHEET NOTES DEVICES NOT NOTED ARE TO BE CONSIDERED EXISTING O NEW FOR ALL NEW CONCRETE INFORMATION REFER TO E.N.W. STRUCTURAL PLANS. O2 REMOVE EXISTING GENERATOR CONDUITS. EXISTING CONDUIT TO BE REUSED AS REQUIRED FOR INSTALLATION OF NEW GENERATOR. O EXISTING INGROUND ACCESS PANELS TO REMAIN. ALL NEW CONCRETE SLAB WORK TO OCCUR NO CLOSER THAN 48" FROM ACCESS PANELS, OR DISTANCE APPROVED BY MEP CONTRACTOR AND ARCHITECT. O. REMOVE EXISTING PARKING CURBS. O NEW BOLLARDS —SEE G.0.3 & J /A.9.1 FOR ADDITIONAL INFORMATION. 6O NEW CHAIN LINK FENCE WITH DOOR AND INTEGRATED SLATES. HEIGHT OF FENCE TO MATCH HEIGHT OF NEW CHILLER ENCLOSURE. 7O PROVIDE METAL STAIRS AS REQUIRED FOR ACCESS TO GENERATOR. FINAL DIMENSIONAL REQUIREMENTS OF STAIRS TO BE COORDINATED WITH ELECTRICAL VENDOR. (NOT SHOWN) 8O PIPING AND CONDUIT SHALL BE PAINTED TO MATCH BUILDING COLOR. CHILLER LOOP PIPING SHALL BE RUN THROUGH SIDE OF BALCONY, SEE S.2 FOR PENETRATION DETAILS. O DEMOLISH PORTION OF ASPHALT PARKING SURFACE EDED FOR NEW LANDSCAPING. 1 111111)j 10 LANDSCAPING TREES PER NOTES ABOVE. PR UALLY SPACED TREES. EQUIPMENT LIST - VERIFY ALL REQUIREMENTS WITH TENANT 1 GENERATOR: KOHLER 1IFZ000769 I ` I GENERATOR FUEL TANK: KOHLER 11400 -14396 2000 GALLONS DOUBLE WALL TANK GENERATOR ENCLOSURE: KOHLER CO. SOUND ENCLOSURE LEVEL I EXTERNAL SILENCER W /SUB BASE OPTION — PACKAGE # 1400- 14396, TANK /1119- 14233, 2000 GALLONS CHILLER: AQUASNAP 30RB090, 100 AIR COOLED CHILLER FUTURE CHILLER AND PAD 3 4 5 PROVIDE ALL REQUIRED SAFETY FEATURES ON GENERATOR. SEE 3 -30 -11 INFORMATION SHE SUPPLIER PROVIDED UNDER SEPERATE COVER AND IN 8.5 "x11" FORMATT WITH SUBMISSION. RECEIVEF JUN 23 2011 r TG E TRH Tenant: WOWRACK INTERGATE WEST 12201 TUKWILA INT'L BLVD SEATTLE, WA 98168 A Site Improvement for: SABEY CORPORATION 12201 TUKWILA INTL BLVD FOURTH FLOOR SEATTLE, WA 98168 -5121 burgess design interiors ® architecture 1326 Fifth Arenvr Suit, 500. Scattle. WA 98101 TEL: 206.587 7120 FAx:206- 5B7 7127 All reproduction & intellectual property rights reserved c 2011 Professional seal 7196 . G. KOLODZS_Jls .t STATE OF WASHINGTON No. issue Description REVIEW SET PERMIT SET APERMIT REVISION PERMIT REVISION Date 04.18.11 04.29.1 1 06.07.11 06.22.11 Drawn by: MK Reviewed by: KK Project No: 11.SB 16.01 LAND USE - PARKING & PARTIAL SITE PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.2 J � r 0 /II it -.-.'----r— !\ 0 0 o 0 0 I0 0 0 0 -0" 17' -9" FOR ALL INFORMATION ON CHILLER AND OTHER EQUIPMENT SEE HUNT ENGINEERING DRAWINGS DATED 03/24/2011 25' -0" 11' -10" 5' —O" 11' -10" 7' —3' (TYP.) 6' -0" r --r r GENER g) ATOR PARTIAL SITE PLAN A I 1/8" -, -0 0 8' 16' 24' IC KEYED SHEET NOTES O PROVIDE MINIMUM 48" CLEAR SPACE FOR CHILLER & GENERATOR MAINTENANCE ACCESS AREA. O ALIGN THIS PORTION OF CHAINLINK FENCE WITH EXTENT OF MAINTENANCE AREA. O NEW 3' —O" X 7' -0" CHAINKUNK FENCE GATE WITH PADLOCK HARDWARE. GATE TO BE CENTERED BETWEEN CHILLERS. VERIFY LOCATION WITH TENANT. 4O PROVIDE MINIMUM OF 24" BETWEEN EXTENT OF EQUIPMENT AND EDGE OF NEW CONCRETE PAD. SEE E.N.W. STRUCTURAL SHEETS FOR ADDITIONAL INFORMATION. O HATCH SHOWS EXTENT OF 4' -0" CLEARANCE NEEDED FOR ACCESS. EQUIPMENT LIST —SEE G.0.2 FOR ADDITIONAL INFORMATION 2 3 4 5 GENERATOR GENERATOR FUEL TANK GENERATOR ENCLOSURE CHILLER FUTURE CHILLER AND PAD GENERAL NOTES 1. ALL MECHANICAL, ELECTRICAL AND PLUMBING CORES SHALL BE PERFORMED AS DESCRIBED ON THE STRUCTURAL SHEETS . FIRST FLOOR HAS EXTRUDED CONCRETE PLANK STRUCTURAL SYSTEM WHICH WILL REQUIRE X —RAY REVIEW BEFORE CORE DRILLS. 2. VERIFY ALL CORE, CUTS AND PLACEMENT OF EQUIPMENT AND PIPING WITH FINAL MECHANICAL PLANS. 3. SEE NOTES ON STRUCTURAL. DRAWINGS. 4. CONCRETE SLABS SHALL HAVE MINIMUM SLOPE FOR POSITIVE DRAINAGE. G.C. TO RESOLVE GRADE CHANGES IN FIELD. 5. VERIFY USE OF SLATES AND COLOR OF CHAINLINK FENCE WITH BUILDING MANAGEMENT. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 01 2011 City of Tukwila BUILDING DIVISION Tenant: WOWRACK INTERGATE WEST 12201 TUKWILA INT'L BLVD SEATTLE, WA 98168 A Site Improvement for: SABEY CORPORATION 12201 TUKWILA INT'L BLVD FOURTH FLOOR SEATTLE, WA 98168 -5121 burgess design interiors 0 architecture 13266 Fitt, Avrnuc Saito 500. 5caltlt. WA 00101 ill: 206 -58; 7120 FAX ,206 5 @7.7122 All reproduction & intellectual property rights reserved c 2011 Professional seal 7196 c51; „GI'I i =i STA r WASS,.. No. Issue Description REVIEW SET Dafa 04.18.11 PERMIT SET PERMIT REVISION PERMIT REVISION 04.29.11 06.07.11 06.22.11 Drawn by: MK Project No: 11.SB16.01 Reviewed by: KK DIMENSION PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.3 n 1111111111111 111111111.111111 EXISTING 5 STORY BUILDING OUTLINE OF GENERATOR IS SHOWN FOR / REFERENCE ONLY, GENERATOR IS APPROX. ±49' BEYOND NEW SCREEN --- - in o - -- I� —nI� EAST ELEVATION EXISTING 5 STORY BUILDING (2) 8" CHILLER LOOP PIPES —PAINT TO MATCH — - NEW CHILLER LOCATED BEHIND FENCE SHOWN FOR REFERENCE itaitair ��_�m_� _ sir —ter � rrii = it i LI �� re n ��%ii��Z ��� ���i�cia �ju�� e._� �� o�-o�� - -- OUTLINE OF FENCE BEYOND LANDSCAPING ALL LANDSCAPING REQUIREMENTS BY BUILDING MANAGEMENT TREES COME OUT OF AUTOCAD CLIP ART FILES AND ARE NOT INDICATIVE OF ACTUAL E SPECIFICATIONS OR RENDERING SUBMITTED TO CITY ON BY BUILDING OWNER. EXISTING CONCRETE RETAINING WALL EXISTING RAILING (['\\ PARTIAL EAST ELEVATION 1 /4 " =1' -0" z■k ROUNDED CONC. CAP NATURAL FINISH 6" DIA. STL. PIPE COL. (GALV.) FILLED W/ CONC. 7 MOUND CONC 1" 12" DIA. PVC SLEEVE ASHPHALT o/ SUB —BASE MATCH EXISTING CONDITIONS r. N PARKING LOT BOLLARD DETAIL 0" 4" 8" 12" 3/4" = EXISTING DECORATIVE WALL REFER TO ENGINEERS NORTHWEST DRAWINGS FOR STRUCTURAL INFORMATION REVIEWED FOR CODE COMPLIANCE APPROVED JUL 01 2011 City of Tukwila BUILDING DIVISION blt 12Q AIN Tenant: WOWRACK INTERGATE WEST 12201 TUKWILA INT'L BLVD SEATTLE, WA 98168 A Site Improvement for: SABEY CORPORATION 12201 TUKWILA INT'L BLVD FOURTH FLOOR SEATTLE, WA 98168 -5121 burgess design interiors Q architecture 172E Fsft!, Avr,r 500. SrOtk WA 9 131u; 1EL 06.587 7120 fAx 5 @7.7122 All reproduction & intellectual property rights reserved c 2011 Professional seal 7196 REGISTERED ARCWIEC O :A TE Ow WASHIt No. Issue Description REVIEW SET PERMIT SET PERMIT REVISION PERMIT REVISION Date 04.18.11 04.29.11 06.07.11 06.22.11 Drawn by: MK Project No: 1 1.SB16.01 Reviewed by: KK ELEVATIONS/ DETAILS Original drawing is 24" x 36 ". Scale entities accordingly if reduced A.9.1 GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION 1. DESCRIPTION Building Name & 2. DESIGN CODE AND Applicable Code 3. DESIGN LOADS a. Seismic b. Wind Load Site Location - Sabey Intergate West, Building B Wowrack Outdoor Equipment, Tukwila, WA STANDARDS (Edition /Name) - 2009 International Building Code (IBC) c. Load Combinations Ss = 1.496 S1 = 0.512 Ip = 1.5, Site Class "D" and Seismic Design Category = "D ". SDS = 1.000 Basic wind speed (3 sec. gust) = 85 (mph) - Exposure C All Code required load combinations are to be used in the building design. OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. FOUNDATION THE FOUNDATION WAS DESIGNED WITH AN ASSUMED SOIL BEARING CAPACITY OF 1500 PSF, WIT A 1/3 ALLOWABLE INCREASE FOR SHORT TERM WIND OR SEISMIC. SOILS ASSUMED TO BE ADEQUATE FOR SHALLOW SPREAD FOOTING FOUNDATIONS, WITH MINIMAL POTENTIAL FOR SETTLEMENT OR LIQUEFACTION. SEISMIC SITE CLASS D ASSUMED. BEAR ALL FOOTINGS AND SLABS ON PREPARED NATIVE SOILS OR ON FILL COMPACTED TO 95% MODIFIED PROCTOR - AST D -1557. CAST -IN -PLACE CONCRETE F'c = 4000 PSI FOR ALL CAST -IN -PLACE CONCRETE. CONCRETE MAY BE PROPORTIONED ON T BASIS OF FIELD EXPERIENCE AND /OR TRIAL MIXTURES AS DESCRIBED IN CODE. SUBMIT MIX DESIGN AND DATA AS REQUIRED FOR EACH METHOD. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH ACI CODE 318. PROPORTION AGGREGATE TO CEMENT TO PRODUCE A DENSE WORKABLE MIX WITH 4" MAXIMUM SLUMP WHICH C BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. SEE SPECIFICATIONS FO ADMIXTURES. PROVIDE 5% + 1 -1/2% TOTAL AIR CONTENT FOR CONCRETE EXPOSED TO FREEZI AND THAWING EXPOSURES. LIMIT WATER - CEMENT RATIO TO .45 AND USE TYPE V CEMENT WHE CONCRETE IS EXPOSED TO SOIL CONTAINING WATER SOLUBLE SULFATE IN EXCESS OF .2%. AD NO WATER AT SITE WATER REDUCING OR SUPERPLASTICIZING ADMIXTURES MAY BE USED TO INCREASE WORKABILITY WITHOUT INCREASING WATER- CEMENT RATIO OF DESIGN MIX SUBMITTA SEE SPECIFICATIONS FOR CURING. 3/4" CHAMFER ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. CONCRETE AND MASONRY ANCHORS (BOLTS, THREADED RODS AND REBAR DOWELS) DRILLED IN EXPANSION ANCHORS - CONCRETE AND CONCRETE MASONRY - HILTI KWIK BOLT TZ PER ESR -1917 IN CONCRETE. HILTI KWIK BOLT 3 PER ESR -1385 IN MASONRY. ADHESIVE ANCHORS - CONCRETE AND CONCRETE MASONRY HILTI RE -500 PER ESR -2322 FOR CONCRETE. HILTI HY150 MAX. PER ER 1967 FOR MASONRY. SCREW ANCHORS - CONCRETE AND CONCRETE MASONRY HILTI KWIK CON II PER ER 5259 CAST -IN -PLACE BOLTS - (UNLESS NOTED OTHERWISE) CONCRETE - EMBED PER IBC TABLE 1911.2 MASONRY - EMBED 7 BOLT DIAMETERS. PROVIDE 1/2 - INCH OF GROUT BETWEEN BOLT AND MASONRY. FOLLOW INSTALLATION PROCEDURES OF ESR REPORT PROVIDE SPECIAL INSPECTION AS NOTED OR REQUIRED BY ER(S) REPORT. REINFORCING STEEL USE DEFORMED CONCRETE REINFORCING STEEL CONFORMING WITH ASTM A 615, GRADE 60 (fy= 60,000 PSI). LAP CONTINUOUS REINFORCING BARS PER TABLE IN TYPICAL DETAIL SHEET, UNLESS NOTED OTHERWISE. PROVIDE CORNER BARS (2' -O" MIN. BEND) FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES ". WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A 185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS EXCEPT STIRRUPS AND TIES SHALL HAVE 135 DEGREE ACI SEISMIC HOOKS. COVER TO REINFORCEMENT: CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 FORMED SURFACES EXPOSED TO EARTH OR WEATHER #6 AND LARGER 2 #5 AND SMALLER 1 -1/2 NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND SLABS, WALLS, JOISTS 14 AND LARGER 1 -1/2 #11 AND SMALLER 3/4 BEAMS, COLUMNS PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1 -1/2 STRUCTURAL STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", AND THE "CODE OF STANDARD PRACTICE ". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: WIDE FLANGE SHAPES ASTM A 992 (Fy= 50,000 PSI) OTHER SHAPES & PLATES ASTM A 36 (Fy= 36,000 PSI) TUBE SHAPES ASTM A 500, GRADE B (Fy= 46,000 PSI) PIPE SHAPES ASTM A 53, TYPE E OR S, GRADE B (Fy =35,000 PSI) WELDHEAD STUDS ASTM A 108 (Fy= 50,000 PSI) ANCHOR BOLTS ASTM F 1554, GRADE 36 (Fy =36,000 PSI) HIGH STRENGTH BOLTS ASTM A 325 BASE PLATE GROUT ASTM C 1107 ALL STRUCTURAL STEEL BOLTED CONNECTIONS ARE ASTM A 325 TYPE N CONNECTIONS - BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. CONNECTIONS ARE NON -SLIP CRITICAL AND BOLTS NEED BE TIGHTENED "SNUG TIGHT" ONLY, UNLESS OTHERWISE NOTED. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A 325 BOLTS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A 325 OR A 490 BOLTS" (6/23/00). ALL WELDING TO CONFORM WITH AWS D1.1 "STRUCTURAL WELDING CODE - STEEL ". WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. ALL WELDS BY WABO CERTIFIED WELDERS. USE LOW HYDROGEN FILLER METAL WITH A MINIMUM TENSILE STRENGTH OF 70 KSI. ALL WELDED JOINTS SHALL BE AWS PREQUALIFIED. WELDHEAD STUDS (WHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT AS REQUIRED BY MANUFACTURER. COORDINATE WORK WITH JOIST MANUFACTURER. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. ALL STEEL ERECTION, INCLUDING OPEN WEB JOISTS AND METAL DECK SHALL BE IN ACCORDANCE WITH THE CURRENT OSHA STEEL ERECTION STANDARD. E N G E DO NOT PLACE ANY CONSTRUCTION LOADS ON MEMBERS UNTIL THEIR CONNECTIONS ARE COMPLETE. MEMBERS DESIGNATED "POSTS" ARE NOT DESIGNED TO CARRY THE OSHA 300 POUND ECCENTRIC LOAD. UNISTRUT UNISTRUT SHAPES, FITTINGS, NUTS, AND BOLTS ARE PER LATEST EDITION OF UNISTRUT GENERAL ENGINEERING CATALOG. ALL UNISTRUT FRAMING AND CONNECTIONS TO BE INSTALLED AS SHOWN ON DRAWINGS. ALL HOLE PATTERN STYLES FOR FRAMING MEMBERS SHALL BE AS SPECIFIED ON DRAWING, WITH ORIENTATION AS SHOWN. ALL NUTS, BOLTS, AND HARDWARE SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS, WITH TORQUE AS SPECIFIED IN LATEST EDITION OF UNISTRUT CATALOG. ALL FITTINGS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS, WITH ORIENTATION AS SHOWN ON DRAWINGS. FITTINGS, HARDWARE, AND FRAMING FINISH SHALL BE EITHER STAINLESS STEEL OR HOT- DIPPED GALVANIZED FOR EXTERIOR OR CORROSIVE ENVIRONMENT APPLICATIONS. FINISH FOR INTERIOR APPLICATIONS SHALL BE PERMA -GREEN II, UNLESS NOTED OTHERWISE BY ARCHITECT. SUBSTITUTION OF OTHER STRUT SYSTEMS IS NOT PERMITTED WITHOUT REVIEW AND WRITTEN APPROVAL BY ENW. SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. THE REMODELING AND /OR REHABILITATION OF AN EXISTING BUILDING REQUIRES THAT CERTAIN ASSUMPTIONS BE MADE REGARDING EXISTING CONDITIONS, AND BECAUSE SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT EXPENDING ADDITIONAL SUMS OF MONEY, OR DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THE BUILDING, THE OWNER AGREES THAT, EXCEPT FOR NEGLIGENCE ON THE PART OF THE DESIGN PROFESSIONAL, THE OWNER WILL HOLD HARMLESS AND INDEMNIFY THE DESIGN PROFESSIONAL FROM AND AGAINST ANY AND ALL CLAIMS, DAMAGES, AWARDS, AND COSTS OF DEFENSE ARISING OUT OF THE VI UN' T AG; ME •: +F ON ER Mr. SPECI L I SPEC 10 S AND ESTS INSPECTIONS ARE TO BE PER IBC CHAPTER 17 AND ARE TO BE BY AN INDEPENDENT TESTING AGENCY. THE SPECIAL INSPECTION AGENCY AND SPECIAL INSPECTION INSPECTORS SHALL BE REGISTERED WITH THE WASHINGTON ASSOCIATION OF BUILDING OFFICIAL (WABO), AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO CONSTRUCTION. CONCRETE INCLUDING IN ACCORDANCE WITH TABLE 1704.4 OF IBC AND REFERENCED PILING: STANDARDS. CONTINUOUS INSPECTION: DURING PLACEMENT TO SAMPLE FRESH CONCRETE FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS AND TEMPERATURE MEASUREMENTS OF CONCRETE. VERIFY CONCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. PERIODIC INSPECTION: VERIFY REINFORCING STEEL AND PLACEMENT. CHECK FOR REQUIRED COVER, SIZE, GRADE, AND SPACING. VERIFY PLACEMENT OF EMBEDED CONNECTIONS, DOWELS, AND ANCHOR BOLTS. VERIFY USE OF REQUIRED MIX DESIGN. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. ARCH. B. OR BOT. BTWN. BLDG. C.I.P. CLR. CNTR. CON. CONT. CONTR. DIA. EA. EL. OR ELEV. • = ARCHITECT = BOTTOM = BETWEEN = BUILDING = CAST IN PLACE = CLEAR = CENTER = CONCRETE = CONTINUOUS = CONTRACTOR = DIAMETER = EACH = ELEVATION E.N.W. OR ENW = ENGINEERS NORTHWEST E.F. = EACH FACE E.W. = EACH WAY F.O.C. = FACE OF CONCRETE F.O.P. = FACE OF PLYWOOD F.O.S. = FACE OF STUD U.N.O. F.O.W. = FACE OF WALL FTG. = FOOTING V. OR VERT. H. OR HORIZ. = HORIZONTAL V.I.F. H.S.S. = HOLLOW STRUCTURAL SECTION I.F. = INSIDE FACE V.O.F. INC. = INCLUDING KB = KWIK BOLT L.L.H. = LONG LEG HORIZONTAL L.L.V. = LONG LEG VERTICAL M.A.S. M.B.S. N.F. N.T.S. O.F. OPNG. O.T.O. PNL. REINF. R.O. SW SIM. SYMM. T. T.O.F. T.S. TYP. w/ = MASONRY (CLAY OR CMU) = METAL BLDG SUPPLIER = NEAR FACE = NOT TO SCALE = OUTSIDE FACE = OPENING = OUT TO OUT = PANEL = REINFORCING = ROUGH OPENING = SHEARWALL = SIMILAR = SYMMETRICAL = TOP = TOP OF FOOTING = TUBE STEEL = TYPICAL AT ALL SIMILAR PLACES = UNLESS NOTED OTHERWISE = VERTICAL = VERTICAL INSIDE = VERTICAL OUTSIDE FACE = WITH NEW WATER PIPES BY OTHERS, SEE TYP. DETAILS ON SHEET S2 ' -4" THICKEN p • pl© a p 4..1➢ w w `D p • 4 ' / D • :' ' ' FUTURE CHILLER pT.B.D. / D ' p p • 4 D / NEW 6155# MAX. GENERATOR (BY OTHERS) p. • /4 ' 1\D • p P • 4 i .9 • —1>_ 1 I - :Akk.r Ak. A■ .44.141. .14. AL, Afii' - D , p p II I- p 1 •%;. - a. I D P • 4 I D� • p 1 p _ 4 I D' p 4 . % D, • p ' p. dk -a ID p � P NEW 6155 �MAX.�D '. ‘p ° ' I:7 , �' _ p 4 , 1 p p J 4 1 D, -,.. p 4 I CHILLER B OTHERS p a 1 D �' ,° 1 p, \ . \._ ,;,. ,;,,, .... . ___-: 1 \D p_ p '_ p 4 1 p 4 211 p D �■ p \p p I D p \, 4 1 TLi 6" THICK CONCRETE PAD OVER COMPACTED SUB BASE w/ #4 16 "oc EA. WAY 0 MID DEPTH OF SLAB vit 6" THICK CONCRETE PAD OVER COMPACTED SUB BASE w/ #4 0 16 "oc EA. WAY 0 MID DEPTH OF SLAB 1' -4" THICKEN EDGE TYP. 4 r , � p• 4 I ---r p• 4 r 9' p� p. • a 'I \D ©. 1 Df '' I p 1 ° . 1 • p I P. <I D ` p p p • _4 1 D p _ p" . 4 1 • 4 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 01 2011 City of Tukwila BUILDING DIVISION 1' -4" THICKEN OUTDOOR EQUIPMENT LAYOUT NOTE S; a" = 1 -0" 1.) VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. NOTIFY E.N.W. IF EXISTING CONDITIONS ARE NOT AS SHOWN ON PLANS AND SECTIONS PRIOR TO CONSTRUCTION. 2.) CONTR. TO VERIFY UNIT WEIGHT AND LOCATION. 3.) FOR DIMENSIONS SEE G.0.3 OF ARCHITECTURAL DRAWINGS. EDGE TYP., U.N.O. bL1L28 ST. CONCRETE RETAINING WAL w/ BLOCK FASCADE RECEIVE JUN 23 2011 ?FRMIT CENTEF Tenant: WOWRACK INTERGATE WEST 12201 TUKWILA INT'L BLVD SEATTLE, WA 98168 A Site Improvement for: SABEY CORPORATION 12201 TUKWILA INT'L BLVD FOURTH FLOOR SEATTLE, WA 98168 -5121 All reproduction & intellectual property rights reserved c 2011 E'NW STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. 6869 Woodlawn Ave. N.E., #205 Seattle, Wa. 98115 Ph: (206)525 -7560, Fax: (206)522 -6698 www.engineersnw.com Professional seal No. Issue Description REVIEW SET PERMIT SET PERMIT REVISION PERMIT REVISION 04.18.11 05.02.1 1 06.07.11 06.22.11 Drawn by: N.K. Project No: 09045008 Reviewed by: J.K. GENERAL NOTES & PARTIAL PLAN Original drawing is 24" x 36 ". Scale entities accordingly if reduced Si (Nor USED) CHILLER LEG BY OTHERS CHILLER PAD PER PLAN "W THREADED ROD 0 EA. MOUNTING BRACKET (4 TOTAL) EMBED w/ HILTI RE -500 EPDXY & PROVIDE WASHER IF REQ'D — �IL,;,I�IIIII�Im W- I I- 1_111 = 111 = 111 =III= 11 Til lil —� �- =1 I TYP. CHILLER ANCHORAGE SECTION A -2 EDGE OF PANEL OPENING EXIST. CONCRETE PANEL WALL 4" = 1' -0" 2 EQ. SPACES • PER MECH. GENERATOR LEG BY OTHERS 2 FINISH GRADE to BY OTHERS -- i"(6 THREADED ROD LEG (12 TOTAL) EMBED w/ HILTI RE -500 EPDXY GENERATOR PAD PER PLAN EII1E111E1II 1:9 . p� 111 ---I I —I II--- PER PLAN Is W IIIIIIIIIIIIIIIII M== 111 =III W e d- TYP. GENERATOR ANCHORAGE SECTION B -2 2— NEW 1O"0 MAX. CHILLER WATER PIPES BY OTHERS, CENTERED IN PANEL OPENING EDGE OF PANEL OPENING EXIST. GRADE TYP. PIPE THROUGH WALL DETAIL i" = 1' -0" EXIST. 8" HOLLOW CORE PLANK FLOOR w/ 4" CONCRETE TOPPING SLAB 5" NEW 5 "O MAX. FLOOR PENETRATION CENTERED BETWEEN EXIST. PLANK TENDONS 0 12" o/c MIN. (MAX OF 3 PENETRATIONS EVERY 4' -0 ") EXIST. PLANK TENDONS LOCATE VIA X —RAY PRIOR TO DRILLING TYP. PIPE THROUGH FLOOR DETAIL 1 i" = 1' -0" HORIZ. ALUMINUM LOUVER SCREEN w/ ATTACHMENT TO STEEL POST BY OTHERS 1'- 0 "x1' -0 "4" BASE R w/ 4— i"0x0' -6" KB TZ A. BOLTS 0 9 "GA. FINISH GRADE BY OTHERS TYP. MECH, ANCHORAGE 2— NEW 8 "0 MAX. CHILLED WATER PIPES BY OTHERS w/ UNISTRUT PIPE CLAMPS TO BEAM SUPPORT UNISTRUT P20725Q POST BAE EA. SIDE w/ 4— "0 EXPANSION ANCHORS TYP. NEW UNISTRUT P1001C BEAM SUPPORTS CO 12' -0 "oc MAX. (MECH. TO VERIFY SPACING) UNISTRUT P1873 GUSSET R EA. SIDE UNISTRUT P1000 POST TYP. EXIST. 8" HOLLOW CORE PLANK FLOOR w/ 4" CONCRETE TOPPER SLAB TYP. PIPE SUPPORT DETAIL 144 " = 1' -0" - COURSES OF 8" BLOCKS = 6' -8" 0 w L 1 1, —O" 5' -0" MIN. CHILLER LEG w/ ANCHORAGE PER = CTION A 2 MECH. SC' ' N WALL PER SE ON C -2 CHI R PAD PER PLAN I4i1_, IIIii� 1;;;;111; 3 (r` -1 I Iii I ii PP- too • R PLAN EXIST. BLOCK F EXIST .I.P. CONCRETE RET ING WALL (NOT USED) REVIEWED FOR CODE COMPLIANCE APPROVED JUL 01 2011 City of Tukwila BUILDING DIVISION RECEIVE? JUN 232. :1 PERMIT CENTE Tenant: WOWRACK INTERGATE WEST 12201 TUKWILA INT'L BLVD SEATTLE, WA 98168 A Site Improvement for: SABEY CORPORATION 12201 TUKWILA INT'L BLVD FOURTH FLOOR SEATTLE, WA 98168 -5121 M reproduction do intellectual property rights reserved c 2011 STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. 6869 Woodlawn Ave. N.E., #205 Seattle, Wa. 98115 Ph: (206)525 -7560, Fax: (204522 -6698 www.engineersnw.com Professional seal No. Issue Description REVIEW SET PERMIT SET APERMIT REVISION PERMIT REVISION 04.18.11 05.02.11 06.07.11 06.22.11 Drawn by: N.K. Project No: Q9045008 Reviewed by: J.K. SECTIONS & DETAILS Original drawing is 24" x 36 ". Scale entities accordingly if reduced S2 MECHANICAL SPECIFICATION General - VI v l 1. All work to conform to-2MhIntern . n echanical code,-290& Uniform Plumbing Code, City of Tukwila Building Codes, and Washington State Energy Code. 2. Take out and pay for all permits, and fees required. This also includes completion of required cover sheets and WSEC forms. 3. Use sufficient journeyman workmen and competent supervisors in the execution of this work to ensure proper and adequate installation throughout. 4. Cutting, Patching, and Demolition: a. Do all cutting, patching and demolition required to install materials and systems specified and show on the drawings. b. Cutting shall be done in a neat and workman like manner limiting scope to only that which is necessary to accomplish the new work. Remove all cut material from site. Patch to match existing. C. Do no cutting or killing of structural members or slabs without permission of the Owner. d. Take precautions to protect building, contents and occupants and repair to like -new condition or replace if directed, all damage to building and their contents. 5. The Contractor shall visit site prior to submitting a bid and note all conditions affecting his work. No extras will be allowed for coordination or relocation of existing conditions not shown on the drawings. 6. Provide all racks, stands and supports for mechanical equipment and ductwork as required. Supports for piping shall isolate pipe from support. 7. The drawings are generally diagrammatic. Complete details of the building which affect the installation may not be shown. Contractor to provide complete HVAC system as shown on the drawings. Exact location of all work to be verified in the field. 5. Contractor shall be responsible for damages caused by their work and that of other trades, in the execution of their work and that of other trades, and shall make, or pay for , all necessary repairs to restore damage to like- new condition at no cost to the Owner. 9. Electrical Equipment and Wiring: Provide all control conduit and wire associated with the mechanical equipment. Install in compliance with the requirements of the electrical work. Provide complete controls shop drawing package for review. '10. Provide final as -built drawings and maintenance manuals. 11. Balancing: Balance all air outlets to within ± 10% of that shown on the drawings. Air balance to be performed by Neudorfer Engineers. 12. This is a 24 hour /day, 7day /week critical use facility requiring continuous operation at a constant temperature setpoint. Per WSNREC 2006 1412.4 Exception 1, automatic set back and optimum start controls are not required. Products 1. Use all means necessary to protect materials, before, during and after installation and to protect the installed work of other trades. In the event of damage, immediately make all repairs and replacements necessary to the approval of the Owner and at no additional cost to the Owner. 2. Water Piping: Type "L" copper with wrought or forged copper fittings, lead free solder. 3. DWV Piping: All DWV piping to be no -hub cast iron with standard fittings or copper. 4. Sheet Metal: All ductwork to be sheet metal and comply with SMACNA Ductwork Standards. - 3 "S.P. 5. Duct Insulation: See insulation table for thickness. Do not insulate ductwork in data center. 6. Water Pipe Insulation: See insulation table for thickness. Fiberglass insulation with flame - retardant kraft paper vapor barrier. Provide Prefabricated Thermal Insulating Fitting Covers. 7. HVAC Equipment: Furnish and install HVAC as shown in the schedules located on the plans. Execution 1. Prior to any work or fabrication, carefully inspect the existing conditions and verify that all such conditions are compatible to the point where this installation may commence. provide shop drawings of all ductwork and hvac equipment for engineering review. 2. Plumbing -water piping: a. Make all joints in copper tube with lead free solder applied in strict accordance with the manufacturer's recommendations. b. Make all pipe penetrations in walls, floors and roof water and air - tight. Provide piping supports as required by code. Install per UPC. 3. Sheet Metal: Construction and installation of all ductwork shall comply with all SMACNA Standards (3" 5.P.). 4. All ductwork shall have all transverse joints and longitudinal seams seams sealed. All ductwork shall be sealed in accordance with Standard R5 -7 5. Record drawings shall be kept on site and updated daily. Provide measurement to all underground and concealed work. 6. All relevant requirements of section 1416 of th ashington State Energy Code including, but not limited to, provision of record drawings & manuals, balancing, testing & commissioning shall be fully complied with. 7. Provide complete factory startup & commisioning of HVAC equipment. End of Mechanical Specifications. LEGEND f f f f f 12 "x5" Ill jj_ 1 = a DUCT - FIRST NUMBER IS SIDE SHOWN SUPPLY DUCT UP SUPPLY DUCT DOWN RETURN DUCT UP RETURN DUCT DOWN SQUARE ELBOW SQUARE ELBOW TURNING VANES RADIUS ELBOW ROUND ELBOW TURNING VANES ROUND TO RECTANGULAR TRANSITION LARGE TO SMALL TRANSITION DIRECTION OF FLOW INCLINED DROP IN DIRECTION OF AIR FLOW INCLINED RISE IN DIRECTION OF AIR FLOW VOLUME DAMPER FIRE DAMPER SMOKE DAMPER FIRE /SMOKE DAMPER MOTORIZED DAMPER ACCESS DOOR. CHWS CHWR CFM THROAT SIZE t 4 CHILLED WATER SUPPLY CHILLED WATER RETURN CONDENSER WATER RETURN COLD WATER PIPING HOT WATER PIPING SANITARY SEWERS VENT LINES DIFUSER TYPE SEE SCHEDULE SUPPLY OUTLET CEILING DIFFUSER ARROWS INDICATE THROW DIRECTIONS Q THERMOSTAT ABBREVIATIONS (X) NUMBER IN PARENTHESIS INDICATES QUANTITY DRAWING INDEX M -1 = LEGEND AND SPECIFICATIONS M -2 = MECHANICAL FLOOR PLAN & SECTION M -3 = DIAGRAMS AND SECTIONS M -4 = SCHEDULES -LI- OR L-±- OR I-- ELBOW 0-F— OR 0— ELBOW UP C-F-- OR C ELBOW DOWN A±F OR -- TEE -+c* OR —0— TEE UP OR TEE DOWN FLOW DIRECTION PIPE PITCH UP OR DOWN. GATE VALVE. CHECK VALVE. BALL VALVE 2 -WAY VALVE. 2 -WAY AUTOMATIC CONTROL VALVE. UNION STRAINER. PRESSURE GAGE W/ SHUT -OFF VALVE THERMOMETER. METER. RECEIVE. CITY OF TUKKVV1ILA rim 0 2011 PERMIT TE AND MPPROVAL REQUIRED 11-EH UIWT Engineering Services Inc 9560 Moran Road NE Bainbridge is, WA 98110 Phone: 206.842.6947 Fax 206.842.6948 co tD r co J HUNT ENG. JOB #: HUNT # DATE ISSUED: 2/19/2010 FOR CONSTRUCTION REVISIONS: 1 6/7/2010 FOR CONSTRUCTION 4 3/24/2011 - CHILLER REVISIONS A n A SHEET CONTENTS: MECHANICAL LEGEND AND SPECIFICATIONS SHEET NUMBER: M -1 1 OF 4 COPYRIGHT © 2010 by HUNT ENGINEERING SERVICES Inc. FAN WALL FOR (FOR CRAC V5D - PROVIDE UNISTRUT STAND AND MOUNT FLUSH W/ FAN. STACK SWITCHES AS REQUIRED. r.% RF -1 & 2 GCE DETAILS - -'' FUTURE CRAC #4 SEE 'CIRCULATION PUMP DIAGRAM', DWG. M -2 FOR ADDITIONAL WORK • NPW MOUNT NO DEVCE� TO THIS WALL (FU"1.) 1Sx24 (FUT.) 3x24 (FUT.) 46x24 I I. I I I CIRC. PUMP CP -1 STRAINER REMOVAL CLEARANCE (TYP.) 2ND FLOOR DECK 8" CHWS & CHWR PIPING VENTILATION OPENING IN PARKING GARAGE PARKING GARAGE WALL -, ENTRANCE FUTURE LOUVER EQUIP. SCREEN SC -1 CRC. PUMP CP -2 SUCTION GUIDE/ STRAINER (TYP.) a \\ \ ` // \\ / \V/ V n PROVIDE SUPPORT FOR PUMP STATION (TYP.) 3000 •1:...... LEO ii - -■ 60x30 28x24 3" RUNOUTS TO CRAG PIPE SUPPORT, SEE STRUCTURAL FOR DETAILS PRE FILTER 5EE SECTION LV -6 / CD -5 CRAC -2 LV -5 / CD -4 PLENUM ACCESS PANEL •1 ■ 4 I• MO CAM PIPE SUPPORT, SEE STRUCTURAL FOR DE ILS L TERMINATE IN JANITOR CLOSET. SEE PIPING DIAGRAM FOR ADDITIONAL INFORMATION. 4 (TYP. ALL NPW & CONDENSATE DRAIN PIPING) \--1-1/4" CONDENSATE DRAIN 5EE FAN WALL CONTROLS FOR PRESSURE SENSOR DETAILS. • 7 ▪ \� 17-7 7 \/ PRE FILTER SEE SECTION //60x24 DUCT, 8.0. D. 9' -0" 3" RUNOUTS TO CRAC .111►z.a. LV -2 / CD -2 CRAC -1 LV -1 / CD -1 PLENUM ACCESS PANEL INSTALL LOUVER W/ METAL COVER 0 THE INSIDE FOR EMERGENCY USE. PIPE SUPPORT, SEE STRUCTURAL FOR DETAILS EXPANSION TANK ET -1 LOWER LEVEL PARKING CHWR PIPING CONECTION (BEHIND ELEV.) ®PUMPELEVATION SCALE: 1/4 " =1' -O" PRESSURE GAUGE (TYP.) CP -1 4 CHWR FROM CRAC UNITS BALL VALVE (TYP.) FLEX PIPE CONNECTION (TYP.) COMBINATION STRAINER / SUCTION GUIDE (TYP.) NOTES: 1. BALANCE BY V5D SETTING. ROLLER TYPE PIPE SUPPORT W/ IP!!l ego r I UPPER LEVEL \--PARKING CHILLER CH -1 (BEHIND ELEV.) CHWS PIPING CONECTION (BEHIND ELEV.) 0 1 2 4 SCALE 1/4 " =1-0" 4" CHWR TO CHILLER 7 0 CP -2 4" CHECK VALVE (TYP.) CIRCULATION PUMP (TYP.) CIRCULATION PUMP DIAGRAM SEE PIPING DIAGRAM FOR ADDITIONAL DETAILS OF N.P.W. AND PUMPED CONDENSATE DRAIN. \ � I / ��I I �\i I CAP FUTURE DROPS FOR CRAG #3 SCALE: NONE (FUTURE) CRAC #3 22x24 FUTURE LOUVER (TYP. ALL CHWS & CHWR PIPING) PIPE SUPPORT, SEE STRUCTURAL FOR DETAILS 8" BLK STEEL CHILLED WATER SUPPLY AND RETURN ONE SET. SLOPE DOWN TO FLOOR MO . T ' 5 OR . MECHANICAL PLAN 01 2 4 SCALE:1/4" =1' - 0" € , „ SCALE 1/4 =1 -0 ROLLER TYPE PIPE SUPPORT, BOTTOM ROLLER ONLY CHILLER AND ASSOCIATED EQUIPMENT & PIPING IS 1 FLOOR BELOW DATA CENTER ON OUTDOOR DRIVE APPROACH TO PARKING GARAGE. THIS SECTION OF EQUIPMENT SCREENING SHALL BE REMOVABLE TO PERMIT MAINTENANCE ON CHILLERS) BOLLARD (TYP.) SEAL W/ WEATHER TIGHT FLANGE.`,., B.O.P. APPROX.16" ABOVE DECK. PIPE SUPPORT SPREADER BEAM W/ ROLLER, COORDINATE W/ STRUCTURAL (TYP. FOR PIPING ON DECK) BOLLARD (ON FLOOR BELO DOWN TO1ST FLOOR (TYP.) EXPANSION TANK ET -1 CHWS PIPING CONNECTION (I CHILLER CH -1 CIRC. PUMPS CP -1 & CP -2 (STACKED VERTICALLY) CHWR PIPING CONNECTION FUTURE STORAGE TANK A SC -3 MAINTENANCE AREA 5C -2 SC -1 FUTURE CHILLER 11 9 �f Fpg14Ti REQU °SAL RECEIVED IILA �' © CITY OF MAY 02011 PERMIT CENTEF Il_EliIWT Engineering Services Inc. 9580 Moran Road NE Bainbridge Is. WA 98110 Phone: 208.842.6947 Fax: 206.842.6948 HUNT ENG. JOB #: DATE ISSUED: 2/19/2010 FOR CONSTRUCTION REVISIONS: At A A co O wr- 00 Q! w J NT. BLVD. 31212010 - FUTURE DUCT LAYOUT 31812010 - HYDR. PIPING REVISIONS 617/2010 - FOR CONSTRUCTION 3/24/2011 CHILLER REVISIONS A n SHEET CONTENTS: MECHANICAL FLOOR PLAN & SECTION UMBER: M -2 2 OF 4 COPYRIGHT © 2010 by HUNT ENGINEERING SERVICES Inc. 34x24 1 48x24 7� TERMINATE IN JANITOR CLOSET. SEE PIPING DIAGRAM FOR ADDITIONAL INFORMATION. 4 (TYP. ALL NPW & CONDENSATE DRAIN PIPING) \--1-1/4" CONDENSATE DRAIN 5EE FAN WALL CONTROLS FOR PRESSURE SENSOR DETAILS. • 7 ▪ \� 17-7 7 \/ PRE FILTER SEE SECTION //60x24 DUCT, 8.0. D. 9' -0" 3" RUNOUTS TO CRAC .111►z.a. LV -2 / CD -2 CRAC -1 LV -1 / CD -1 PLENUM ACCESS PANEL INSTALL LOUVER W/ METAL COVER 0 THE INSIDE FOR EMERGENCY USE. PIPE SUPPORT, SEE STRUCTURAL FOR DETAILS EXPANSION TANK ET -1 LOWER LEVEL PARKING CHWR PIPING CONECTION (BEHIND ELEV.) ®PUMPELEVATION SCALE: 1/4 " =1' -O" PRESSURE GAUGE (TYP.) CP -1 4 CHWR FROM CRAC UNITS BALL VALVE (TYP.) FLEX PIPE CONNECTION (TYP.) COMBINATION STRAINER / SUCTION GUIDE (TYP.) NOTES: 1. BALANCE BY V5D SETTING. ROLLER TYPE PIPE SUPPORT W/ IP!!l ego r I UPPER LEVEL \--PARKING CHILLER CH -1 (BEHIND ELEV.) CHWS PIPING CONECTION (BEHIND ELEV.) 0 1 2 4 SCALE 1/4 " =1-0" 4" CHWR TO CHILLER 7 0 CP -2 4" CHECK VALVE (TYP.) CIRCULATION PUMP (TYP.) CIRCULATION PUMP DIAGRAM SEE PIPING DIAGRAM FOR ADDITIONAL DETAILS OF N.P.W. AND PUMPED CONDENSATE DRAIN. \ � I / ��I I �\i I CAP FUTURE DROPS FOR CRAG #3 SCALE: NONE (FUTURE) CRAC #3 22x24 FUTURE LOUVER (TYP. ALL CHWS & CHWR PIPING) PIPE SUPPORT, SEE STRUCTURAL FOR DETAILS 8" BLK STEEL CHILLED WATER SUPPLY AND RETURN ONE SET. SLOPE DOWN TO FLOOR MO . T ' 5 OR . MECHANICAL PLAN 01 2 4 SCALE:1/4" =1' - 0" € , „ SCALE 1/4 =1 -0 ROLLER TYPE PIPE SUPPORT, BOTTOM ROLLER ONLY CHILLER AND ASSOCIATED EQUIPMENT & PIPING IS 1 FLOOR BELOW DATA CENTER ON OUTDOOR DRIVE APPROACH TO PARKING GARAGE. THIS SECTION OF EQUIPMENT SCREENING SHALL BE REMOVABLE TO PERMIT MAINTENANCE ON CHILLERS) BOLLARD (TYP.) SEAL W/ WEATHER TIGHT FLANGE.`,., B.O.P. APPROX.16" ABOVE DECK. PIPE SUPPORT SPREADER BEAM W/ ROLLER, COORDINATE W/ STRUCTURAL (TYP. FOR PIPING ON DECK) BOLLARD (ON FLOOR BELO DOWN TO1ST FLOOR (TYP.) EXPANSION TANK ET -1 CHWS PIPING CONNECTION (I CHILLER CH -1 CIRC. PUMPS CP -1 & CP -2 (STACKED VERTICALLY) CHWR PIPING CONNECTION FUTURE STORAGE TANK A SC -3 MAINTENANCE AREA 5C -2 SC -1 FUTURE CHILLER 11 9 �f Fpg14Ti REQU °SAL RECEIVED IILA �' © CITY OF MAY 02011 PERMIT CENTEF Il_EliIWT Engineering Services Inc. 9580 Moran Road NE Bainbridge Is. WA 98110 Phone: 208.842.6947 Fax: 206.842.6948 HUNT ENG. JOB #: DATE ISSUED: 2/19/2010 FOR CONSTRUCTION REVISIONS: At A A co O wr- 00 Q! w J NT. BLVD. 31212010 - FUTURE DUCT LAYOUT 31812010 - HYDR. PIPING REVISIONS 617/2010 - FOR CONSTRUCTION 3/24/2011 CHILLER REVISIONS A n SHEET CONTENTS: MECHANICAL FLOOR PLAN & SECTION UMBER: M -2 2 OF 4 COPYRIGHT © 2010 by HUNT ENGINEERING SERVICES Inc. 11-6" ANGLE SUPPORT BRACE EXISTING CEILING & TILE TO BE REMOVED - 9'_0„ BAR JOIST (TYP). 60x24 HEADER BDD - RUSKIN BD6 FLEX CONNECTION 6" BLK STEEL CHWS & CHWR 1-4" UNI -STRUT SUPPORTSW/ ROLLER -TYPE PIPE SUPPORTS, TOP & BOTTOM CRAC . fi J'1 I \I L_ I BEAM USE BACK OF HEADER FOR PLENUM SIDE RETURN PLENUM WIDTH OF CRAC UNIT VESDA OR DUCT DETECTORS. CONNECT FOR UNIT SHUT DOWN (BY OTHERS) RETURN PLENUM DIVIDER (2) VAPOR TIGHT LIGHTS W/ PILOT LIGHTED SWITCH ON EXTERIOR OF PLENUM (BY E.C.) LOUVER CONTROL DAMPER PRE FILTER 20 "x60" ACCESS PANEL REPLACE (E) WINDOW W/ LOUVER/DAMPER/ FILTER ASSEMBLY SEE DETAIL FINAL FILTER. CUSTOM FILTER FRAME 4" DEEP 65% FILTER. AC ASSEMBLY SECTION SCALE: 1/2 " =1' -0' -- 10" RD NECK I-- 24 "x24" FACE < DIFFUSER THROW PARALLEL TO AISLE ---> STRUCTURAL STAND FOR CRAC UNIT 0 6" 1 2 SCALE 1/2 " =1-0" COORDINATE DUCT HANGING AND SUPPORT TO PROVIDE CONNECTION POINTS FOR DIFFUSER & DROP. BOTTOM OF TRUNK DUCT r - 2" BELL FITTING CONNECTION TABS ON SHROUD FOR SEISMIC SUPPORT CONNECTIONS. TYPICAL EACH CORNER RUSKIN CDR 25 W/ LOCKING QUADRANT ALIGN W/ TRUNKDUCT AS INDICATED CUSTOM SHROUD AND SUPPORT. FINISHED METAL, ROLLED EDGES, SCREW DIFFUSER TO SHROUD. KRUEGER RADIAL FLOW RF SERIES 24x24,10" NECK LAMINAR FLOW SUPPLY DIFFUSER 'B' DROP MOUNTING DETAIL SCALE: 1-1/2" = 1' - 0" TYPICAL EF W/20 GA SHEET METAL UNISTRUT FAN FRAME E (FAN WALL ELEVATION 0 6" 1 2 SCALE: 1/2 " =1' -0" SCALE 1/2 " =1-0" 0 3" 6" 1' SCALE 1- 1/2 " =1-0" FAN PLENUM. 20 GA MIN. SHEET METAL. FRAMED 1/4" GAL. WIRE SCREEN FAN GUARD, I I REMOVABLE. (TYP. 2) �\ II RF -1 (TYPICAL RF1 THROUGH RF -2) CONTRACTOR TO FURNISH SHOP DRAWINGS W/ ACTUAL FIELD SIZES FOR APPROVAL PRIOR TO START OF WORK. LEGEND 1. STRAINER/BLOW DOWN VALVE 2. EXPANSION TANK 3. PUMP 4. NOT USED 5. AIR VENT CONNECTION PORT 6. PRESSURE/ TEMPERATURE ACCESS PORT 7. HEAT EXCHANGER 8. FLOW SWITCH 3/4" NON POTABLE WATER LOCATE IN JANITOR ROOM. COORDINATE W/ BUILDING OWNER. -- 3/4" DOMESTIC WATER r RPBP �— Y 9. BALANCE VALVE /DRAIN PLUG 10. PRESSURE RELIEF 11. ISOLATION VALVES 12. FLEX CONNECTIONS 13. PRESSURE REDUCING /FILL VALVE 14. AIR SEPARATOR AND VENT 15. CIRCUIT SETTER 16. FUTURE STORAGE TANK W/ BAFFLE 17. CHECK VALVE 18. STRAINER 3/4" J 1 -1/4" 1)) 17 DRAIN TO BACK OF MOP SINK 8" 1/2" NPW 3" X11 CRAC -2 12 X11 1 -1/4" PUMPED CONDENSATE CRAC UNITS TO — HAVE FACTORY 3 -WAY VALVE. 17 I (TYP. 2) -J ^12 3" �18 11 CHWR CHWR C GHWS r 3/4" - -1/2" CRAC -1 — 7 — J j 12 i12 u � 3" 15 _ 3„ 18 X71 X11 13 X11 11 CONSTRUCTION NOTES PROVIDE CHECK VALVE, ISOLATION VALVE, W/ LOCK SHIELD & HOSE THREAD END WITH CAP FOR GLYCOL FILL STATION AIR SEPARATOR AND AUTO AIR VENT. LOCATE AS NEAR TO CHILLER AS POSSIBLE, MOUNT SECURELY TO PAD W/ GALVANIZED SUPPORT. SEE 'CIRCULATION PUMP DIAGRAM', DWG. M -2 FOR ADDITIONAL WORK & REQUIREMENTS. AV -1 " A5 -1 14 30 PSI 11 11 X11 8" CHILLED WATER HEADER FOR FUTURE EXPANSION CHILLER PIPING DIAGRAM 3/4" 2 15 11 10 GENERAL NOTES 12 12 ET -1 CP -1 12 12 CP -2 5 6 7 11 12 CH -1 11 12 1. THE CHILLER SHALL HAVE A FACTORY CONTROLS SYSTEM WHICH SHALL PROVIDE A COMPLETE CONTROLS SYSTEM FOR THE CHILLER AND CHILLED WATER SYSTEM. 2. CHILLED WATER SYSTEM SHALL BE 30% PROPYLENE GLYCOL 3. REDUCED PRESSURE BACKFLOW PREVENTOR SHALL BE APPROVED BY WASHINGTON STATE DEPT. OF HEALTH. 4. ALL PIPING ABOVE 3" SHALL BE SCHEDULE 40 BLACK STEEL W/ WELDED OR VICTAULIC FITTINGS. 4 UNISTRUT SUPPORT FRAME SCALE: NONE CONTROL DAMPER LOUVER BLANK ACTUATOR REDUCE CONTROL DAMPER SIZE TO ACCOMMODATE ACTUATOR AS REQUIRED WALL LOUVER ELEVATION SCALE: NONE fREPLACE (E) WINDOW W/ NOMINAL 5'x5' ADJUSTABLE LOUVER. ANCHOR PLATES FAN WALL SECTION SCALE: 1/2 " =1' -0" ADJUSTABLE LOUVER ACCESS PANEL FOR DAMPER ACTUATORS 0 6" 1 2 SCALE 1/2 " =1-0" POWER WIRING; 2 DISC. SW, 2 MOTOR CONNECTIONS, BY E.C. PRESSURE SENSOR TO V.S.D. CONTROL FANS TO +.02" 5.P. COMPUTER ROOM POSITIVE TO BUILDING CORRIDOR POWER BY E.C. FUSED DISC. BY E.C. RUSKIN CD 40 THINLINE CONTROL DAMPER ACCOMMODATE OUTBOARD JACK SHAFT 2" DEEP 30% FILTER PLEATED RUSKIN L375D WALL LOUVER C SCALE: NONE S M \cc- RF -1 MD-1 •' M RF -2 MD-2 CONTROL BY M.C. DIGITAL OUT FROM V.F.D TO OPEN DAMPER ON FAN OPERATION V.F.D. BY M.C. MODULATING SPRING OPEN POWER CLOSE MOTORIZED DAMPER. blkl2 8 DIGITAL INPUT TO TURN OFF FAN WHEN CRAG AIR ECONOMIZER IS LOCKED OUT. OVERSIZE V.F.D. TO SUPPORT FAN WALL CONTROL DIAGRAM SCALE: N.T.S. Engineering Services Inc. 9560 Moran Road NE Bainbridge Is, WA 98110 Phone: 206.842.6947 Fa= 206.842.8948 RECEIVE CITY OF TU LA MAT 0 F' 2011 -� PERMIT CE HUNT ENG. JOB #: HUNT # DATE ISSUED: 2/19/2010 CI J CO J vt- I— O N r FOR CONSTRUCTION REVISIONS: 1 6/7/2010 FOR CONSTRUCTION 4 3/24/2011 - CHILLER REVISIONS A n A A SHEET CONTENTS: MECHANICAL DIAGRAMS AND SECTIONS SHEET NUMBER: M -3 4 th' :M\ �V ti 3 OF 4 F��� V' RIGHT© 2010 by HUNT ENGINEERING SERVICES Inc. CRAC SCHEDULE Mark MARK MANUFACTURER / MODEL COOLING CAPACITY" FAN DATA CONNECTION SIZES ELECTRICAL DATA Refridgerant PHYSICAL DATA NOTES NOMINAL TONS TOTAL (MBH) SENSIBL E (MBH) GPM PRESS. DROP (ft. H2O) CFM HP E.S.P. (in.) CHILLED WATER (in. O.D. Cu) CONDENSATE (in. FPT) HUMIDIFIER (in. O.D. Cu) VOLTS /PHASE FLA MCA MCA LENGTH (in.) WIDTH (in.) HEIGHT (in.) WEIGHT (lbs.) CRAC -1 : -T Iry - - -- , 45 541 412 110 47 1 •0O 2• 1.75 2- 8 1 -1/4 1/4 480 / 30 77.7 97.1 110 122 34 76 2100 SEE NOTES CRAC -2 LIEBERT / CW114- V- C -5 -A -3 45 541 412 110 47 17,000 20 1.75 2 -5/8 1 -1/4 1/4 480 / 30 77.7 97.1 110 122 34 76 2100 SEE NOTES i. ►_-4 .•TE 4. Unit mounted controls for complete chilled water loop control (including pumps), provide SNMP module for alarm outputs. "COOLING CAPACITY ® 2 °F DB, 60°F WB, • - - NOTES: RUSKIN / BD 6 T. 11---WIDE UNIT DISCONNECTS. 2. PROVIDE WITH CONDENSATE PUMPS. 3. PROVIDE WITH REAR MOUNTED RETURN W/ CUSTOM FILTER RETURN SEE "AC ASSEMBLY SECTION ". 4. PROVIDE INTERLOCK & CONTROLS FOR 100% MODULATION AIRSIDE ECONOMIZER OPERATION. 5. ELECTRIC REHEAT, INFRARED HUMIDIFIER, LIEBERT ICOM CONTROLLER. 6. CONDENSATE PUMP (REPLACE FACTORY CHECK VALVE W/ HIGH QUALITY BRASS CHECK VALVE). 7. PROVIDE DRIP PAN FOR ENTIRE UNIT, 1" LIP. 8. PROVIDE SNMP ERROR REPORTING. Chiller Schedule Mark Description Model Location EER IPLV Compressors Refridgerant Chilled Water Electrical Size NOTE 1 MARK MODEL / DESCRIPTION CFM (in.) RPM BHP volts /phase dBA Flow LW % Propylene MCA MOP LxWxHt Notes CH -1 Carrier Aquasnap Air Cooled Scroll Chiller 3ORBA1006 -0 -3 Skid Mount on Ground 9.6 13.6 460/3 R-410 A 252.5 GPM 46 30% 209.2 250 142 "x89 "x 90" Unit weight is approx. 6,200 lbs. 10.0 Package System 480 3 480 NOTE 1 NOTES: RUSKIN / CD 40 THIN LINE / SA 1. RATE MOTOR FOR V.S.D. CONTROL 1.25 5.F. 2. PROVIDE V517 RATED FOR 10 HP (SIZED FOR FUTURE). PROVIDE DAN F055 OR ABB DRIVE. 3.56E -3L48 -100 FAN ii 12,000 CFM OPERATES ® 62413A, 5E2- 24-615 PREVIOUS 8,500 CFM FANS WERE 85 elBA. CD-3 RUSKIN / CD 40 THIN LINE / - U'. AI' _____________ A weighted sound pressure level: 120x24 _ _ _ _ NOTE 7 - _ CD -4 RUSKIN / CD 40 THIN LINE / .05 -- _ ■ 60x60 _ NOTE 4, 6 ` D -5 RUSKIN / CD 40 THIN LINE / SA 05 -- 60x60 66dB NOTES: 1. Verify SCCR rating w/ electrical prior to order. 2. Unit mounted disconnect. 3. Storage tank - Chilled water 4. Unit mounted controls for complete chilled water loop control (including pumps), provide SNMP module for alarm outputs. 5. Skid mount unit w/ security grilles and hail guards. 6. GFI outlet. 7. Digital compressor control. 8. Provide vibration isolation pads. �� EXHAUST FAN SCHEDULE MARK MANUFACTURER / MODEL / LOCATION S. P. (in.) SP SIZE (NOTES) (w" x h ") NOTES LV -1 RUSKIN / L375D / 05A .08 12.77 WT NOTE 1 MARK MODEL / DESCRIPTION CFM (in.) RPM BHP HP dBA VOLTS PHASE (lbs.) NOTES RF -1 GREENHECK 56E -3L48 -100 / SIDE WALL BELT DRIVE EXHAUST FAN 36,000 .375 1725 8.0 10.0 80 480 3 480 NOTE 1 RF -2 GREENHECK 5BE -3L48 -100 / 510E WALL BELT DRIVE EXHAUST FAN 36,000 .375 1725 8.0 10.0 80 480 3 480 NOTE 1 NOTES: RUSKIN / CD 40 THIN LINE / SA 1. RATE MOTOR FOR V.S.D. CONTROL 1.25 5.F. 2. PROVIDE V517 RATED FOR 10 HP (SIZED FOR FUTURE). PROVIDE DAN F055 OR ABB DRIVE. 3.56E -3L48 -100 FAN ii 12,000 CFM OPERATES ® 62413A, 5E2- 24-615 PREVIOUS 8,500 CFM FANS WERE 85 elBA. DAMPER SCHEDULE MARK MANUFACTURER / MODEL / LOCATION S. P. (in.) FREE AREA (sq. ft,) SIZE (NOTES) (w" x h ") NOTES LV -1 RUSKIN / L375D / 05A .08 12.77 60x60 NOTE 1 LV -2 RUSKIN / L375D / OSA .08 12.77 60x60 NOTE 1 LV .G RZ K / H # • 0 5 " NOTES: HIGHLAND TANK OR APP' • ' P EQUAL. WITH MANUFACTURER Fe - CT REQUIREMENTS, WEIGHT AND DIMENSIONS PRIO' • ORDER. COMPLETE WITH 14 "x %' LLIPTICAL MANWAY, 10-15 MLS EPDXY INTERIOR LINER, 2" SPRAY ON : ; INSULATION WITH URETHANE VERTICAL S - -ORTS. - ' R ASME CODE. _ _6= 0. 2 LV -4 GREENHECK / EAH690 / 05A .04 24 60x60 NOTE 2 LV -5 RUSKIN / L3759 / 05A .08 12.77 60x60 NOTE 1 LV -6 RUSKIN / L37512 / OSA .08 12.77 60x60 NOTE 1 CD -1 RUSKIN CD 40 THIN LINE / 040 .05 ��■ -- ■ 60x60 NOTE 4, 6 CD -2 RUSKIN / CD 40 THIN LINE / SA 05 -- 60x60 NOTE 4, 6 CD-3 RUSKIN / CD 40 THIN LINE / - U'. AI' _____________ 120x24 _ _ _ _ NOTE 7 - _ CD -4 RUSKIN / CD 40 THIN LINE / .05 -- _ ■ 60x60 _ NOTE 4, 6 ` D -5 RUSKIN / CD 40 THIN LINE / SA 05 -- 60x60 NOTE 4, 6 MANUAL BALANCE DAMPER RUSKIN / CD 4 .05 -- SIZE�E ON PLAN NOTE 5 B.D.D. RUSKIN / BD 6 .05 -- SIZE PER LOCATION ON PLAN __ NOTES: 1. PROVIDE WITH 1/4" BIRD SCREEN. 2. MOTORIZED LOUVER W/ SEAL TO MEET W.S.E.C. 3. COORDINATE EXACT SIZE WITH MULLIONS ON EXISTING WINDOWS IN AREA OF INSTALLATION. 4. SEAL TO MEET W.S.E.C. 5. PROVIDE CRANK ARM AND HAND QUADRANT. 6. REDUCE SIZE IF REQUIRED FOR MOTORIZED ACTUATOR INSTALLATION. 7. PROVIDE MULTIPLE UNITS AS REQUIRED. STORAGE TANK SCHEDULE MARK DESCRIPTION CAPACITY (gal.) FLANGED PIPI , _ CONN • NS DIMENSIONS NOTES (In.) OUTLET (in.) DIA. (in.) HT. (In.) WT. (lbs.) MAX. OP. PRESS. (psig) VERTICAL, SA -516 GR 70 PVQ STEEL, ASME STORAGE TANK WITH INTERNAL VERTICAL GAFF 50• 4 4 42 127 850 SEE NOTES NOTES: HIGHLAND TANK OR APP' • ' P EQUAL. WITH MANUFACTURER Fe - CT REQUIREMENTS, WEIGHT AND DIMENSIONS PRIO' • ORDER. COMPLETE WITH 14 "x %' LLIPTICAL MANWAY, 10-15 MLS EPDXY INTERIOR LINER, 2" SPRAY ON : ; INSULATION WITH URETHANE VERTICAL S - -ORTS. - ' R ASME CODE. 1. MANUFACTURER: 2. COORDINATE 3. PROVIDE TOPCOAT AND 4. STEEL THICKNE PUMP SCHEDULE MARK DESCRIPTION MAKE/MODEL BODY MAIL HP BHP gig DESIGN CONDITION) PIPING CONNECTIONS (In.) IMPELLER (In.) FLOW Wm) HEAD (R.) MAX. OP. TEMP. ( °F) MAX. OP. PRESS. (psig) WEIGHT (lbs.) NOTES INLET OUTLET CP -1 SPLIT COUPLED IN -LINE VERTICAL PUMP ARMSTRONG / 4300 3x3x6 IRON 10 7.53 3 3 5.31 250 85 180 125 SIMILAR TO 5C -1 1 CP -2 SPLIT COUPLED IN -LINE VERTICAL PUMP ARMSTRONG / 4300 3x3x6 IRON 10 7.53 3 3 5.31 250 85 180 125 1 NOTES: COMPLETE MOTOR RATED FOR VSD. 1. PROVIDE PIPE INSULATION SCHEDULE PIPE APPLICATION NOMINAL PIPE SIZE INSULATION TYPE NOTES < than 1" 1" TO < 1-1/2" 1 -1124 TO < 4" TO < 8" INSULATION THICKNESS (in.) CHILLED WATER, SUPPLY 1 1 -1/2 1 -1/2 2 CLOSED CELL FOAM WITH KRAFT PAPER JACKET . . . ARMSTRONG AX -60V CHILLED WATER, RETURN 1 1 1 -1/2 1 -1/2 CLOSED CELL FOAM WITH ALUMINUM COVER NOTES: HORIZONTAL, EXTRUDED ALUMINUM, 8'H LOUVERED EQUIPMENT SCREEN RELIABLE / 445101 MISCELLANEOUS EQUIPMENT SCHEDULE MARK DESCRIPTION FACTURER / MOD WT (lbs-) NOTES AS -1 AIR SEPARATOR ARMSTRONG / VA5 -4 AV -1 �■.... �`�41.... ET-1 UTO AIR VENT ∎ ...... �■... ....... EXPANSION TANK ARMSTRO G I • IT• • R NT #7 - ...... ....... ....... . . . ARMSTRONG AX -60V " SEE PLANS FOR NECK SIZE. _/� CIRCUIT SETTER fACCA-PIc,E ARMSTRONG / MX 5C -1 HORIZONTAL, EXTRUDED ALUMINUM, 8'H LOUVERED EQUIPMENT SCREEN RELIABLE / 445101 1 5C -2 SIMILAR TO 5C -1 RELIABLE / 445RBI 1 5C -3 SIMILAR TO 5C -1 RELIABLE / 445101 1 NOTES: TO SUIT. 1. PR VIDE SCREEN WIDTHS DIFFUSER & GRILLE SCHEDULE * PLAN ,_� gfile MANU- FACTURER MODEL NOTES A NOT USED B COLD AISLE SUPPLY DIFFUSER - GENERAL N/ " SEE PLANS FOR NECK SIZE. tl1l28 MOTORS Minimum Nominal Full -Load Efficiency Open Motors Closed Motors Synchronous Speed (RPM) 3,600 I 1,800 I 1,200 3,600 I 1,800 I 1,200 HP Efficiency ( %) Efficiency ( %) to 82.5 80.0 75.5 82.5 80.0 1.5 82.5 84.0 84.0 82.5 84.0 85.5 2.0 84.0 84.0 85.5 84.0 84.0 86.5 3.0 84.0 86.5 86.5 85.5 87.5 87.5 5.0 85.5 87.5 87.5 87.5 87.5 87.5 7.5 87.5 88.5 88.5 88.5 89.5 89.5 10 88.5 89.5 90.2 89.5 89.5 89.5 15 89.5 91.0 90.2 90.2 91.0 90.2 20 90.2 91.0 91.0 90.2 91.0 90.2 25 91.0 91.7 91.7 91.0 92.4 91.7 30 91.0 92.4 92.4 91.0 92.4 91.7 40 91.7 93.0 93.0 91.7 93.0 93.0 50 92.4 93.0 93.0 92.4 93.0 93.0 60 93.0 93.6 93.6 93.0 93.6 93.6 75 03.0 04.1 03.6 33.0 03.6 Exceptions: 1. Motors in systems designed to use more than one speed of a multi -speed motor. 2. Motors already included in the efficiency requirements for HVAC equipment (Tables 14 -1 or 14 -2) . 3. Motors that are an integral part (i.e. not easily removed and replaced of specialized process equipment (i.e. equipment w hich requires a special motor, such as an explosion - proof motor). 4. Motors integral to a listed piece of equipment for w hich no qualifying motor has been approved (i.e. if the only U.L. listing for the equipment is w ith a less - efficient motor and there is no energy - efficient motor option). 100 93.0 94.1 94.1 93.6 94.5 94.1 125 93.6 94.5 94.1 94.5 94.5 94.1 150 93.6 95.0 94.5 94.5 95.0 95.0 200 94.5 95.0 94.5 95.0 95.0 95.0 For motors claiming an exception, list motor and note w hich exception applies. 1J1 T Engineering Services Inc 9580 Moran Road NE Bainbridge Is. WA 98110 Phone 208.842.8947 Fwc 208.842.8948 NT. BLVD. HUNT ENG. JOB #: HUNT # DATE ISSUED: 2/19/2010 FOR CONSTRUCTION REVISIONS: 31212010 - FUTURE DUCT LAYOUT 2 617/2010 - FOR CONSTRUCTION / 4 \ 312412011 - CHILLER REVISIONS d A A SHEET CONTENTS: MECHANICAL SCHEDULES NUMBER: SEPARATE SHEET. PERMIT AND ; RECEIV��pp APPROVAL . M -4 CITY OF TUKWILAREQUIRED MAY 0 2011 PERMIT CENTER 4 OF 4 COPYRIGHT © 2010 by HUNT ENGINEERING SERVICES Inc.