The URL can be used to link to this page

Home My WebLink AboutPermit M08-243 - SABEY SDC B-3SABEY SDC B -3 12201 TUKWILA INTERNATIONAL BL EXPIRED OS -16 -09 M08 -243 Parcel No.: 0923049120 Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: STEVE HARGROVE Address: 7717 DETROIT AV SW , SEATTLE WA Contractor: Name: MACDONALD /MILLER FAC SOL INC Address: PO BOX 47983 , SEATTLE, WA Contractor License No: MACDOFS980RU DESCRIPTION OF WORK: ADD 30 -TON DRYCOOLER, 30-TON CRAC UNIT, AND DUAL PUMPS TO EXISTING CONDENSER WATER LOOP. Value of Mechanical: 130,178.00 Type of Fire Protection: Furnace: <100K BTU >100K BTU Floor Furnace Suspended/Wall/Floor Mounted Heater Appliance Vent Repair or Addition to Heat/Refrig /Cooling System.... Air Handling Unit <10,000 CFM >10,000 CFM Evaporator Cooler Ventilation Fan connected to single duct Ventilation System Hood and Duct Incinerator: Domestic Commercial/Industrial doc: I MC -10/06 City ®f 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 12201 TUKWILA INTERNATIONAL BL TUKW MECHANICAL PERMIT SABEY SDC B -3 12201 TUKWILA INTERNATIONAL BL , TUKWILA WA INTERNATIONAL GATEWAY WEST 12201 TUKWILA INTERNATIONAL BLVD , SEATTLE WA Fees Collected: $1,491.88 International Mechanical Code Edition: 2006 EQUIPMENT TYPE AND QUANTITY 0 0 0 0 0 0 0 1 0 0 0 0 0 0 * *continued on next page ** Permit Number: M08 -243 Issue Date: 10/27/2008 Permit Expires On: 04/25/2009 Phone: Phone: 206 768 -4000 Phone: 206 - 768 -4180 Expiration Date: 12/31/2008 Boiler Compressor: 0 -3 HP /100,000 BTU 0 3 -15 HP /500,000 BTU 0 15 -30 HP /1,000,000 BTU.. 0 30 -50 HP /1,750,000 BTU.. 0 50+ HP /1,750,000 BTU 0 Fire Damper 0 Diffuser 0 Thermostat 0 Wood/Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment 3 M08 -243 Printed: 10 -27 -2008 Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie Print Name: doc: IMC -10/06 City of 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 x wit Permit Number: M08 -243 Issue Date: 10/27/2008 Permit Expires On: 04/25/2009 Date: t10 I Z` ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this mechanical permit. Signature: .e9-t Date: x/27 — '?C 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. M08 -243 Printed: 10 -27 -2008 Parcel No.: 0923049120 Permit Number: M08 -243 Address: 12201 TUKWILA INTERNATIONAL BL TUKW Status: ISSUED Suite No: Applied Date: 10/08/2008 Tenant: SABEY SDC B -3 Issue Date: 10/27/2008 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 0 • City of 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 PERMIT 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: Readily accessible access to roof mounted equipment is required. 6: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 7: 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. 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: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 13: 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. 14: ** *FIRE DEPARTMENT CONDITIONS * ** 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the doc: Cond -10/06 M08 -243 Printed: 10 -27 -2008 following concerns: • City of 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 16: H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2051) 17: H.V.A.C. systems supplying air m excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air- moving equipment upon detection of smoke in the main return-air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (IMC 606.1, 606.2.1) 18: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 19: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2051) 20: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) 21: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 22: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 23: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 24: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 25: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** M08 -243 Printed: 10 -27 -2008 Signature: Print Name: doc: Cond -10/06 • City of 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 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Date: l ( �- 77 C e M08 -243 Printed: 10 -27 -2008 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us King Co Assessor's Tax No.: 01 °-- 3 Dk`! 1 1 Z: Site Address: 12. —11 ,\ct,oN o Idce,ey11 BL U O Suite Number: Floor: 7 4 R c New Tenant: ❑ Yes No Mailing Address: 1 2..1._. 0 , 1f0, w1\A1 T/l y'n \1 ?) --1—LA.A,, A ,1) 1N 15 1 (4' state zip Property Owners Name: -Ak (',t r ) b iLa,+-( Q ✓1 Tenant Name: CONTACT PERSON Name: 51- PAAUI k\Q,,ty� tS -C Day Telephone: _ ) 9 b ? 9 6(16 Mailing Address: 11 i 1 17 / �� - Yc t p► ✓{. SL) SQZ,e_ tNfl qR(p(p City State Zip E -Mail Address: Fax Number: GENERAL CONTRACTOR INFORMATION - (Contractor Infe, for Mechanical (pg 4) for Plumbing and Gas'Piping (pg 5) ) Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: lion Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: ENGINEER OF RECORD - All plans must be wet stamped Company Name: Mailing Address: Contact Person: E -Mail Address: Q'ApplicationsWonns•App0utions On Line 3.2004 • Permit Application.doc Revised: 4.2006 bh 14 A Building permit No Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No Project No (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 ** City ngineer of Record IB S -i214C-I ate. City Statc Zip Day Telephone: x Number: Page 1 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM •' Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Water Heater 50 t" HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cool ing System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator— Comm/Ind Other Mechanical Equipment / "?Uhnp S Z MECHANICAL, PERMIT INFORM ATION.= 206� .S t a� • i:r'.. ■. °.� • f• • •• et. . $T'. r..�. MECHANICAL CONTRACTOR INFORMATION Company Name: l A g C.12 011x.1 ¥V x \ \t. - Mailing Address: — 1 - 1 1 e-kr611 t/ . -(A A f\Aaon c(1 tsv, R Contact Person: E -Mail Address: Contractor Registration Number: M O P S 9 $O GL) Valuation of Project (contractor's bid price): $ 1 30 —13 Scope of Work (please provide detailed information): tr & �D v1 ck,rs\ CiztO\ & 1 3D - -�� CS�cZ A G v-� �'� n��l• ("AKA. y 9 S k ,�.c c6 r\ 0. Sk.ar 13-7 oft it l u Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement ... Fuel Type: Electric )S Gas....❑ Other: Indicate type of mechanical work being installed and the quantity below: Q:VspplicationsWorms- Applications On LineO -2006 - Permit Application.doc Revised: 4 -2006 bh SW c-ao I e,- State Zip City Day Telephone: 6p ) (o ? ci Q ISD Fax Number: Expiration Date: 31 Pagc 4 of 6 Date Application Accepted: t D ate Application Expires ©� 41091 i Staff Initials: - ` I 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). 1 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. BUILDIN Signature: Day Telephone( bl. ) to' - 4 a 1 Mailing Address: - 1 - 1 r `c Z)- ekro'tk P"TtA4 S L) 0 WA t 2(Q Ce Print Name: THORIZED AGE Q: kApplications 'iFome•Appliceiiotu On Line \3-2006 - Permit Applination.doc aeviaed: 4.2006 bh Date: City State Zip Page 6 of 6 Receipt No.: R08 -03813 ACCOUNT ITEM LIST: Description MECHANICAL - NONRES City of 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.citukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1949 60.00 RECEIPT Parcel No.: 0923049120 Permit Number: M08 -243 Address: 12201 TUKWILA INTERNATIONAL BL TUKW Status: ISSUED Suite No: Applied Date: 10/08/2008 Applicant: SABEY SDC B -3 Issue Date: 10/27/2008 Initials: JEM Payment Date: 11/24/2008 10:53 AM User ID: 1165 Balance: $0.00 Payee: MACDONALD- MILLER FACILITY SOLUTIONS, INC. Account Code Current Pmts 000.322.102.00.0 60.00 Total: $60.00 Payment Amount: $60.00 9892 11/24 9707 TOTAL 60.00 doc: Receiot -06 Printed: 11 -24 -2008 Doc: RECSETS-06 RECEIPT NO: R08 -03471 Initials: JEM Payment Date: 10/08/2008 User ID: 1165 • • City of 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 Payee: MACDONALD- MILLER FACILITY SOLUTIONS, INC. SET TRANSACTIONS: Set Member Amount ItinaVzo 1,491.88 PG08 -263 115.00 TOTAL: 1,606.88 TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description MECHANICAL - NONRES PLAN CHECK - NONRES PLUMBING - NONRES Total Payment: 1,606.88 SET ID: S000001116 SET NAME: Tap set/Initialized Activities Amount Payment Check 1812 1,606.88 TOTAL: 1,606.88 Account Code Current Pmts 000.322.102.00.0 1,193.50 000/345.830 321.38 000.322.103.00.0 92.00 TOTAL: 1,606.88 Pro m A6 - it S� B -3 Typ of Inspection: , .e� lei 4-i ...) Address: 1220\ 1 .1_ Date Called: .- Special Instructions: ' Date Wa ted: 11 1 1 - 7 jag a m. m. Requester: Phone No: a-06 I - 1 C- 7 u l 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 -$6 0 'Ix Approved per applicable codes. El Corrections required prior to approval. C9MMENTS: ji Qt1911-;ki 4 60. aid •t REINSPECTION FEE REQUIRED. rior to insdection, fee must be' 6300 Southcenter BL ., Suite 10 i. Call to schedule reinspection. •IDate: '1 7 d�a Recei ; No.: (Date: 1 -- _ . _._2__- .. . a.L ' 1 , tASI ..s n+ A . -- Steve Flink Account Manager MacDonald - Miller Facility Solutions 2500 South Holgate Tacoma, WA 98402 Mr. Flink: Sincerely, Ben Fisher Project Engineer Poggemeyer Design Group Phone: (425) 827 -5995 Fax: (425) 828 -4850 Enclosed: SK -1 through SK -4 CC: Poggemeyer File POGGEMEYER DESIGN GROUP ME COPY Permit 140 RE: Modifications to Roof -top W8x10 Frame at New (8) Fan Liebert Dry Cooler We have reviewed the loading effects of the proposed Liebert 8 -Fan Model 940 Dry Cooler mechanical unit, which has a maximum operating weight of 2,910 lbs., which will be located on the roof of Intergate West Building "B" on an existing W8x10 steel frame, approximately between grids 3 -5, bay C -D, as shown per attached sketch SK -1. The unit connects to the frame at 6 points, per the manufacturer's specifications. Due to the geometry of the new dry- cooler unit, the existing frame shall be modified by adding W8x10s as shown in attached plan sketch SK -1 and connected at each location as noted in SK -1, per details SK -2 through SK -4. Our review of the proposed HVAC unit included analysis of gravity loads and possible seismic lateral loading, as determined per the International Building Code (2006 Edition) and the ASCE 7 -05 codes. We have determined that the roof and existing frame have sufficient capacity to support the new framing and loading demands imposed by the proposed unit. Please feel free to call me at (425) 827 -5995 for any further question or clarifications. KtV ltvV to roK CODE COMPLIANCE APPROVED NOV 2 0 20008 Of Tukwila ILDING DMSION RECEIVED CITY OF TUKVVILA NOV 19 2008 PERMIT CENTER EXPIRES 5/22/ d = November 18 2008 • LION N0. 512 6th Street South, Suite 202 I Kirkland, Washington 98033 I P 425.827.5995 I www.poggemeyer.com POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828 -4850 Made Made by Date (1 / ' f (� 14 Job No t1 ff Checked by Date Sheet No. / r �� Description 10 i-vk t g-01---tor ��_Mw ��J 1" �� • Job Name nA ''M t & i2 A 1010 00 oat -co019- CodN• IAL. Cnefays.) • C'x I T1 11.1" Wgx10 4.. 1�s pi A CFn1Tl L�V(;Q- 11,0 rJ , G N;( 0P-AM e M DOi CT - 1111,1�r -4 5 r r ri vACw COrN. It +` r W fS iao GoNN. G IJTS NEW INixID POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828-4850 Made by rao r Date 1111 V 1 Job No. S 6i'i Checked by Date Sheet No 5 K' 2 Description 1 h - r m e fn A 0 �f l� ,"� Job Name ltil LL. I►� S-I& -TD Tri 6xvynoti w P s me- 3 f V 3/1 Tf1Q, P s� - CONNtGlior OZIA IL A N Tg 5Ft AK tpt5 ocIs11Nt% )F 5146g9-- fhb PE - SK -41 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South. Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828 -4850 Made by Date (l1(�ib� No. $ octet Checked by Date Sheet No. 5k '� Description ? F - f Fft-A AA C Job Name Mnfr.ML V , ' n _ CON "i - °, � L POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828-4850 Made by �� Date 11/(o o � r Job No. $ D y Checked by Date Sheet No. K r1 Description SIP LPPI 8 . r Tt{ Job Name Mkt", M t'' !1- 1,0 E1, P Of 17QJ Go NOEt -11*4 PerA 11.- r15 r .... Executive Letter POGGEMEYER DESIGN GROUP FILE COPY P i ct ru ° eC I C bons For: Mq CDONALD -MIS. T. F.. Mechanical Units at Roof and 3' Floor (Building "B") 12201 Tukwila International Boulevard TUxWILA, WA 98168 POGGEMEYER DESIGN GROUP, INC. NW DIVISION October 2 2008 PDG JOB No. 8049 Index CIT OF RECEIVED nr.T 0 8 2008 PERMIT CENTER RVltvvtu rui CODE COMPLIANCE APPROVED OCT 2 2 200 Of Tukwila ILDING DIVISION Sketches SK-1 — SK -6 Supporting Calculations 7 — 32 9.-4 512 6th Street South, Suite 202 I Kirkland, Washington 98033 P 425.827.59951 www.poggemeyer.com es Steve Flink Account Manager MacDonald - Miller Facility Solutions 2500 South Holgate Tacoma, WA 98402 Mr. Flink: POGGEMEYER DESIGN GROUP RE: Proposed Mechanical Equipment at Building B, 3` Floor and Roof October 2 2008 We have reviewed the loading effects of the following proposed mechanical equipment, to be installed at Intergate West, Building B, at the locations indicated below: • One proposed 2,910 Ibs Liebert 8 -Fan dry cooling unit at roof, over existing W8x10 steel frame, next to existing similar fan units, roughly centered over the intersection of grid 4 and half -way between grids C and D. Attached are calculations verifying the capacity of the existing framing; • Two proposed 222 lbs. ea. pumps to be installed directly to existing 3` floor concrete deck near the intersection of grid 3 and C, along the back wall of the electrical room just east of the UPS room. The floor was upgraded to 150 PSF allowable load for the previous tenant — the loads imposed by the new pumps are well within this restriction. • One proposed 3,215 Ibs CRAC cooling unit (approximately 3' -0" x 9' -0" footprint) to be installed along the west wall of the data center suite on the 3 floor, roughly between grids 3 and 4 on the East side of grid C. The floor was upgraded to a 100 PSF allowable capacity for the previous tenant, the Toads imposed by the new CRAC unit are within the allowable load. We have completed an analysis of the loads imposed on both the third floor and roof framing and have found that there is sufficient capacity to support these proposed units, with the following provisos: 1. The modifications to the existing W8x10 support frame at the roof should be made as shown per sketches SK- 1 through SK -3. The new 8 -fan cooling unit should be installed at the location per sketch SK -1. 2. The two . new pumps in the electrical room should be installed to the floor per the manufacturer's specifications. Including the footprint area of the two pumps, the area within 1' -6" on all sides of the two pumps should be kept free and clear. Refer to attached sketches SK -4 through SK -6 for details. 3. The new CRAC unit in the data center suite should be installed per the manufacturer's specifications. As shown per sketches SK -5 & SK -6, a 5' -0" wide aisle in front (to the east) of the CRAC unit shall be free and clear at all times. A 5' -0" wide aisle on either side (north or south) of the CRAC unit shall be kept free and clear at all times. Refer to attached sketches SK -4 through SK -6. (Continued next page) 512 6th Street South, Suite 2021 Kirkland, Washington 98033 I P 425.827.59951 www.poggemeyer.com (Continued from previous page) 4. General note for 3rd floor loadings: the combined loading of the data /server racks and the CRAC unit in the data suite shall not exceed the 100 PSF limit for the floor. The load of the data - racks, in line with the CRAC unit, shall be decreased such that the combined toad (data -racks and CRAC unit) shall not exceed the 100 PSF average loading for the whole joist. This conclusion is only valid if the areas with the cabinets are controlled access, generally unoccupied and open with the exception of the cabinets themselves. Please feel free to call me at (425) 827 -5995 for any further question or clarifications. Sincerely, Ben Fisher 1 Project Engineer Poggemeyer Design Group, inc. Phone: (425) 827 -5995 Fax: (425) 828 -4850 Enclosed: Calculations Package CC: Poggemeyer File POGGEMEYER DESIGN GROUP POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South. Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828 -4850 Made by Q5F v Date totr- r! o Job No. 7 Checked by Date Sheet No. L S .. Description azoF TAP kW FAN S.► PPcn -t Job Name M ik e IV' 1 (, V fell--* EXISTING AHUy3 TO BE RELOCATED POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax (425) 828-4850 Made by 2744- Date i frf v $ a Job No. Soli 1 Checked by Date Sheet No. r Description 1 DF 'Co( flit) 60 0-1 fA Job Name AA S C J M w €M coNTO s g chnN� 1.8xto H Pr406 coM� t�0 S G �; 3 Q 3 it a a► 144of 0 a t ew• 415" V1.5" 6 ) (y iNti w$xto IA Do Grna,a5 'l'o W.t ? t�ti 64446 !Fr Sveeoa-ir m^ syr g -ma u N » •r x a NT 5 11360 'Mtn to gxto, 1/91t41 x i f titJ. rTr. ,G► Df W Q, -eAN co VNtT Trot EY(Sr tv" flee QA E LI Q POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 425 827 -5995 • Fax (425) 828 -4850 ( I Made by 7 r Date Iv fr f o v Job No 11 ofri Checked by Date Sheet No. /1' .. 3 Description pmF Tt r Fqr- 4 Jeeoa - r FOAM E Job Name S 6 G A 10, 6a- OPTIONAL FIELD 3/16 / FIELD 3/16 WELD W8x10 W8x10 1 1/4x3 1/2x0' -5' W/ (2) 3/4'0 A307 , 3/16 V ./ FIELD WELD AT3'GA BEAM TO BEAM CONN DETAIL OPTIONAL CONN. 1,0fLE-21281I4V FRAMING 1' t_f LT OMMIUMMii/11;11 ION 111111111M111111111111111111111111111111191111111111111111f i111111111i111111111111111111171110111111iiiiiIH11111111111 1111111114M11111111111111PIIMIIIIM1111111111111111 illIMIIIA:IVIIII1111111171-AMMI.M1111111111111111 it IuiiilIuiIISI,IIIuhIUIiIuIIII( 11 niuiiiiiiiiiiiiiiiiiiiiiiiiiJiiiiiiiiiiiiiifluIit 2ND FLOOR FRAMING PLANI-:?1, 0 .1114:11!IPIIMIRIOWIIIIE11Ekil.R611 11 115 IIu I 11 20 M.W. """ 1 1 6h10.114N.0111 1 gt; 1111 1 .k111111111.41a111! 11• ROOF FRAMING PLAN Saki Or • 1'4 t 1 T T T T T T immionwour: Mtn . 1111111.1411111Millinillayg,11111r411111111111111111 III1I!!!111111111111111111i111111111M111111111111P 1 1111 1 111111111111111111181111M111111111111111111111116 T LEVEL P-1 FRAMING PLAN scALE vm vow v ow 1111•111110. 3RD FLOOR FRAMING IN, ICC SINTCHING EQUIPMENT ROM LOADS awe i retiLAU0161) A OVA STEEL FRAMril MC Ski SU/kW-I'd MO 2 / A-E1-{ MD 6 / 4-0- STEEL fRAME ELEVATION .rAt 06' • f-r' 111111111111■11■MIIIIIII .444m 111111 IIflDiilIIflIWl4 11P1p.".1 I/11111111MM !Rim! r1,•Zniipilimmutragt,wiliigallotkimmililj IiIpII 136 "1' N111111111E110' 11111111111111411111111100411111111111111111111W11 . ••Gi6Eu: IIL T T T TIT 1ST FLOOR FRAMING PLAN T T 111111111311111111111111111U0111111111111i11111111111111111 1111111111VAIIIIIIIIIIIIVIIMNIA1111111111111111 iiiiiiiihriAill11111111111.1a.m.40,t1111U1111111111 pommimmimmmolinlimihn: 41H FLOOR FRAMING PLAN k-4) seac 142 . 6/ 0-7 STEEL FRAME ELEVATION a.m. 20 mai a • • • • = 0 1.5 Jrd 0 Ar r ne A-0' .u'4 Ad 0 � U11lI 1UI fit 141111141W161.1i111111iillEw �1 z K ? sl-o Lo ge Rl5t4 !N r 2r, 'iIMGS LEGEND: GENERAL NOTES: o f a� A (, UNIT G1.8 ft¢- At PRA. 01 0 5711 07770111 Re2VI ID ROM EWA COI SCHEDULE maw DOER WI 090µn 0110 01 A 07171391 941 © µ11-0/r.J'd 111 G 0 7000 1 -1rMfd 04 01 10 ® 110 1- 0/1MIrd 001109 01 WE 100 1- 1^2'.1 1/r0' -0 a 9n091 . .0 1- 5110'- 1 7/1 G .0 a® o • 92 M1 .S1 9010 A 01A. L W. 6 wont ■N O .' 11.M3. 1170 1 WA At 1030@ ® 1/r Or 1 30 G 022.•123011 WWI OW CN1ACn® lam 9M r WIRT I62f1 IorW02 9M Y .0./R11 W. 30100.111 AS WLO.S caw amt 0111/11.1 WM Doi BMW nw 10 Al N' 00 223 221 21417 A IW10 11401 • 91 µ1.0C111µ M*w 701 Ammu1 aaa6a 0 99.n 1 mr W *0 711* Aml 0370006 O/MAa0. man tN 1040.1 maws nc •/401406 caA29¢ caws won ..20001 ow* rf JO 0 ,.5 0 -u 0 A L Pee ik011.6 O VA_ illAAN 3RD FLOOR FRA KCB w'0 (lute IN fFon,r of 0AG u^'if &LEAF Rs au. ThYtt4 0 0 PIING PLAN (F -3) 0 0 0 0 E " la.sera.4 P E.:±1 . „ 1 .1111111111111141 ; \-.! . rn Sw \\N• \' y giEti„6 AV 2411 16:, C...) ' • • \ '••7' ... \\. \ \•\1 • • 4 .' \ \I Li L . ,r • S l __ ;d11171.1,1 . . . , _ , 4 g"" v ,_ _ A _ 'I' cO kaa 4U , _.. y ..w. I IA '. Sr7 J d ac . 7111. p • F77. : ..er III I . 'A/ I 1 MEM ! 314 M 11'Y 1 / I II . Of I, . . 1 •vt l . � :d u v 1 I / � . ! 91.41 ,. � `P 4 . 41 Y IL�t 777 • ^ � • • ‘; '1 g •\\ . . 2-1 •‘, , LJlI El \ . MI „: .,- pr p ,,,, , : , in , f MII OM ..„.....,---- MN ., MN ; 0 ,.5 0 -u 0 A L Pee ik011.6 O VA_ illAAN 3RD FLOOR FRA KCB w'0 (lute IN fFon,r of 0AG u^'if &LEAF Rs au. ThYtt4 0 0 PIING PLAN (F -3) 0 0 0 0 10/2/2008 Page 1 of 5 Can you send me information on the weight of the crac unit at the third floor? Also how much do the pumps weight? Any specs or information you could send me on that would be greatly appreciated. Thanks! Ben Ben Fisher I Project Engineer Poggemeyer Design Group, Inc. www.poggemeyer.com 512 Sixth Street South, Suite 202 Kirkland, WA 98033 Office: 425.827.5995 ext. 239 Fax: 425.828.4850 Email: bfisheru.poggemeyer.com Seattle 1 San Diego I Reno 1 Las Vegas 1 Bowling Green 1 Toledo 1 Defiance 1 Columbus 1 Indianapolis 1 Monroe 1 Mansfield * * * My NEW email address is now bfisher@poggemeyer.com * * * From: Gezon, Ben [ mailto:ben.gezon @macmiller.com] Sent: Monday, September 29, 2008 2:27 PM To: Ben Fisher Subject: RE: Intergate West Bldg B, Structural Review Page 2 of 5 No problem. The drycooler is on the roof near C.5 and 4. There is existing steel in that location that we are going to use. I have attached a picture looking west (screen wall behind me). The previous email showed the modifications we are proposing. The CRAC unit is on the 3rd floor north of the existing unit (CRAC-7) about 30'. Near grids C.25 and 3.75. We are also replacing the single pump in the mechanical room at B.75 and 2.5 with 2 new pumps. We can send over CAD files soon along with submittals that include weights. Thanks, Ben Gezon Special Projects Engineering Manager MacDonald - Miller Facility Solutions P: 206 - 768 -4030 F: 206 - 768 -4031 C: 206 -423 -5564 Nextel: 112*21*15564 10/2/2008 ' Page 1 of 1 Ben Fisher From: Gezon, Ben [ben.gezon @macmiller.com] Sent: Thursday, September 25, 2008 9:45 AM To: Ben Fisher Cc: Flink, Steve; John Sasser Subject: RE: Intergate West Bldg B, Structural Review Attachments: Document.pdf Hi Ben, Attached is a drycooler submittal and sketch of the steel on the roof of building B. I will send you full roof plans when we have them drawn up, but this will hopefully get you started on your calculations. The sketch shows existing steel and new steel. One comment on the sketch: The short pieces of new steel shown at one end to support the back legs are optional for us. We could use gusset plates instead, or nothing if you don't think we need to use both bolt holes on those feet. Let me know if you have any questions or need more info. We would like to have calcs and drawings ready by the end of next week. Please confirm. Thanks, Ben Gezon ' Special Projects Engineering Manager MacDonald - Miller Facility Solutions P: 206 - 768 -4030 F: 206-768-4031 C: 206 - 423 -5564 Nextel: 112`21'15564 From John Sasser [mailto:JohnSas @sabey.com] Sent: Monday, September 22, 2008 7:56 AM To: Ben Fisher (bfisher @pdg- wa.com) Cc: Gezon, Ben; Flink, Steve Subject: Intergate West Bldg B, Structural Review Hi Ben, You will be hearing from Steve or Ben from MacDonald - Miller, if you have not already, for a structural review of a dry cooler and CRAC unit we plan to install at Building B (3 floor and roof). Thanks, John Sasser Operations Manager, Sabey DataCenter 206 - 243 -0175 x15 (office). 206 - 243 -0269 (fax) 206 - 730 -2586 (mobile) johnsas @sabey.com www.sabeydatacenter.com 10/2/2008 tA44.5 (3103) gr 4,Crt tt, std.. fL/!/I 1 J NEv,1 SSEE4— EX K i-i►J to b.M taS C, Pm �U t4 c�x10 (622) MacDonald - Miller FACILITY SOLUTIONS .c4 Arteee JWNC :u sAUtzcl PROJECT WORKSHEET O IIIIIII MI LIEBERT MODEL NO Na FA1'6 82 2093 1< 8 C E L NET WBGHT LBS.(KG) IN, MM, IN MM. IN MM. IN MM. MM -616 6 - 80 - 2032 124 164 31.81 4183 59 70 1483 1778 131 12 171 12 3343 43$ 1380 (627) 1670(759) 2640(1198) -83D 8 lRIRIIiII -1010 8 82 2(83 80 2032 164 4163 70 1778 171 1/2 4353 UEBERT MODEL NO NO, FANS A B C E L COIL NTFRNAL VOL. GAL (I) NET WBGHT LBS.(KG) IN. MM. IN MM. IN. MM. IN. MM IN MM. -520 6 122 3093 124 3163 1493 1311/2 lRIRIIiII 27.0 (102.2) 1940 -660 6 172 3089 124 3150 14931311/2 33.0(124.9) 2000 (907.2) -700 6 • 172 3058 Z 124 3193 1493 131 1/2 40.0 (151.4) 2050 (934.4) -790 8 82 2063 164 4166 1778 17112 35.0(1325) 2550(1157) -880 8 82 2083 164 4163 1778 17112 44.0 (1E6.5) 2730(1738.3) -94o 8 F J 2063 164 164 1 -0164 1778 171 142 520(196.8) 2910(1320) DPN000701 NOTE: REFER TO SHEET SL -10067 PG 4 FOR CONNECTION SIZES. HEIGHT TO TOP OF FAN GUARD 431/8' (1095mm) 4 1/4' r (25.4mm) (2203.5nm 4 LEGS FURNISHED FOR GS URNISHED FOR 8 FAN MODELS 37 7/8 (962mm) 1 3f4' 1' (44.5mm (108mm) (25.4mm, � } 1 J 1 / -r- 4 7/4' (108mm) TYPICAL FOOTPRINT Condenser Physical Data CABINET & ANCHOR DIMENSIONAL DATA DIRECT DRIVE 6 & 8 FAN HEAT REJECTION 1 1` - "T' s 1t2' (12.7mm)DIANETER ANCHOR BOLTS (TYP.) ADDITIONAL LEGS PR.YI•ED ON CONDENSERS WITH LEE -TEMP RECEIVERS THR -TOTAL HEAT REJECTION, 10F TD, FOR TOTAL CONDENSER THR -TOTAL HEAT REJECTION. IOC TD. FOR TOTAL CONDENSER (50HZ) Drycooler Physical Data Page 18 of 27 rye RECOMMENDED RIGGING AND SPREADER BARS REQUIRED FOR INSTALLATION. RIGGINGAND BARS NOT SUPPLIED BY LIEBERT. 87 ( UNIT ANCHOR PLAN LOCATION OF HOLES AND SUPPORT FOR RIGGf' G (TYP. 4) 1 -1/2° (38mm ) DIAMETER CLEARANCE OF 36 IN. 914.4mm��S PROPER O AND COMPONENT ACCESS. B 86'3/4' 3.5nm) REV 02/04 REV 0 Conterminous 48 States 2006 International Building Code Zip Code = 98166 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Centroid Sa (sec) (g) 0.2 1.465 (Ss, Site Class B) 1.0 0.503 (S1, Site Class B) Period Maximum Sa (sec) (g) 0.2 1.506 (Ss, Site Class B) 1.0 0.520 (S1, Site Class B) Period Minimum Sa (sec) (g) 0.2 1.355 (Ss, Site Class B) 1.0 0.464 (S1, Site Class B) Conterminous 48 States 2006 International Building Code Zip Code = 98166 Spectral Response Accelerations SMs and SM1 SMs = FaSs and SM1 = FvS1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.465 (SMs, Site Class D) 1.0 0.755 (SM1, Site Class D) Conterminous 48 States 2006 International Building Code Zip Code = 98166 SDs = 2/3 x SMs and SD1 = 2 /3xSM1 Site Class D- Fa= 1.0,Fv =1.5 (sec) (g) 0.2 0.977 (SDs, Site Class D) 1.0 0.503 (SD1, Site Class D) POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (4251 827 -5995 • Fax (425) 828 -4850 Made by �F /0 Date I (6 Job No. fb'PI Checked by Date Sheet No. Description Job Name P C* '(bP g- FAa N4 t,r tf- (,IE:l))E2r K' C.PN MooeV (Jo. - illy W 111 q ty" Ow rt br ($V Ko ") x 21" 10 At. 1/..16(14f1 P6 A- MAr•rvf - #t1" zQ. 21q1O UN IT tk r,t&t t T A*Jovb P)a5 wu t t (lie coo = 41V00 4 a 0•11q Tao f 194 -1 a - 2•< F = (o• o rP °.14‘ SOS wP ((f2. H ( 121'. ) s 12 .5)( 0.1111.( lb ) ( CE TO of Ws') (APf&bx.? '26" lea. 13.3 -1) fi _ 2 0 1 0 0 7 9 . Tr 1 .° 2 - 55' y k - 511' , �k =1•v POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South. Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828 -4850 Made by Date Job No. Checked by Date Sheet No. Description Job Name 'f 1k ° r - I. " "' 6.1 Z — D?" o to RV p.1 5 '` fg {fin- EV1A 6 I 5' (3 tea ism. Pin, bEk = G So r3 (4L5 4 ComP01.4Stori ,vRO ID 9 M (. tip 0.1 Atilt, f pn) 6 6GA"--'> r44 ra-tw 60ffO ( 4 1 I 0 (1 R. (Jost 5I46A-4. (5 2•c52 - o46A_ (v Lott = (w# e9. t4 A14 (4t5 IPIVe L v fh i ENT caf' i g 7 tS 51 Rig . W8x1 W8x00 W14x55 ,i 1 W8x10,. Co P6M 2'2 LE ANCHORS ACES EA UNIT, TS 4x4x1 / BR CE, TYP - 7S, 4x4x1 /4 POST, TYP EAlc+nok flan ?tont. MR N• MI I Bentteye Current Date: 10/2/2008 1:48 PM Units system: English ile name: P:\Current Projects\8049 MacDonald Miller HVAC Project\Design\Roof Top Existing Frame.adv\ ,.'N= z z Fy=-0.2 [Kip] ,/ ZFy=-0.68 [KIP] [Kip] ' ty= 7 07613110p1 --- Fy= (q- 4 ra r- Bent Leya Current Date: 10/2/2008 1:48 PM Units system: English File name: P: \Current Projects\8049 MacDonald Miller HVAC Project \Design \Roof Top Existing Frame.adv\ 0 •a tLe Current Date: 10/2/2008 1:47 PM Units system: English i name: P: \Current Projects \8049 MacDonald Miller HVAC Project \Design \Roof Toe Existing Frame.adv\ / / 00.07 [Kip] j 1 =0.65 [Kip] / 0.23 [Kip] / / / = 91.12E -06 [ISip [Kip] �' / j / 28.66E -05 [Kip]` / i " -0.138' [Kip] =0.78 [Kip] = 20.75E -06 [Kip] x =0.28 [Kip] =0.65 [Kip] = 76.83E -07 [Kip] p] =0.2 [Kip] = 51.84E -06 [Kip] 4b'i7 [Kip] `y =0.17 [Kip] 7= 11.52E -05 [Kip] raieentiey. Current Date: 10/2/2008 1:47 PM Units system: English File name: P:\Current Pr jects \8049 MacDonald Miller HVAC Project \Design \Roof Top Existing Frame.adv\ IAZ [Kip] [Kip] / x =0.32 [Kip] Ki =0.22 i = 12.29E -05 [Kb y =0.75 [Kip] r [Kip] E -06 [Kip] Kip) =0.38 [Kip] =0.89 [Kip] = 10.93E-06 [Kip] / Kip) =0.27 [Kip] =70.83E06 [Kip] — x67'23 [Kip] =0.23 [Kip] = 15.74E -05 [Kip] 20 ` nt t s urrent Date: 10/2/2008 1:47 PM Units system: English le name: P: \Current Projects \8049 MacDonald Miller HVAC Project \Design \Roof Top Existing Frame.adv\ _ - [Kip] =1.09 [Kip] = 82.09E -07 [Kip] �0 Fx --.. .03 [Kip] j `= = .92 [Kip] ./ / i = 36.53E -06 [Kip] i x =0.11 [Kip] =0.26 [Kip] = 25.15E -07 [Kip] x =0.09 [Kip] j' 1.470z [Kip] =0.22 [Kip] =- 11.14E -05 [Kip,}' - Y = [Kip] j Fz =44.22E -06 [Kip] Kip] =0.08 [Kip] = 19.88E -06 [Kip] Bentiey4 Current Date: 10/2/2008 1:49 PM Units system: English File name: P: \Current Projects \8049 MacDonald Miller HVAC Project \Design \Roof Top Existing Frame.adv\ Envelope for nodal reactions Note.- Ic is the controlling load condition My y C_a x IFY Mx z Fx Fz • --y \ MzJ Direction of positive forces and moments Envelope of nodal reactions for LCS =DL LCD1 =EQ1 LCD2 =EQ2 Analysis Results Forces Moments Node Fx Ic Fy Ic Fz is Mx Ic My Ic Mz Ic [Kip] [Kip] [Kip] [Kip *ft] [Kip *ft] [Kip *ft] 18 Max -0.027 LCD2 0.918 LCD2 0.000 LCD1 0.00012 LCD1 - 0.00022 LCD2 0.02510 LCD1 Min -0.090 LCD1 0.223 LCD1 0.000 LCD2 0.00004 LCD2 - 0.00075 LCD1 0.00490 LCD2 19 Max -0.064 LCD2 0.229 LCD1 0.000 LCD1 0.00016 LCD1 0.00027 LCD1 - 0.02306 LCD2 Min -0.227 LCD1 0.065 LCD2 0.000 LCD2 0.00004 LCD2 0.00008 LCD2 - 0.07806 LCD1 20 Max -0.076 LCD2 0.271 LCD1 0.000 LCD1 0.00007 LCD1 0.00005 LCD1 - 0.02742 LCD2 Min -0.269 LCD1 0.077 LCD2 0.000 LCD2 0.00002 LCD2 0.00002 LCD2 - 0.09284 LCD1 21 Max -0.032 LCD2 1.091 LCD2 0.000 LCD1 0.00003 LCD1 0.00007 LCD1 0.02978 LCD1 Min -0.107 LCD1 0.265 LCD1 0.000 LCD2 0.00001 LCD2 0.00002 LCD2 0.00590 LCD2 22 Max 0.376 LCD1 0.889 LCD1 0.000 LCD1 0.00001 LCD1 - 0.00007 LCD2 0.12186 LCD1 Min 0.107 LCD2 0.257 LCD2 0.000 LCD2 0.00000 LCD2 - 0.00023 LCD1 0.03299 LCD2 23 Max 0.317 LCD1 0.748 LCD1 0.000 LCD2 - 0.00011 LCD2 0.00104 LCD1 0.10246 LCD1 Min 0.090 LCD2 0.216 LCD2 0.000 LCD1 - 0.00039 LCD1 0.00029 LCD2 0.02774 LCD2 Maximum forces at members Condition : LCS =DL Axial Shear V2 Shear V3 Torsion M22 M33 [Kip] [Kip] [Kip] [Kip *ft] [Kip *ft] [Kip *ft] MEMBER 3 Max 0.00 0.31 0.00 0.00 Min 0.00 -0,69 0.00 0.00 MEMBER 5 Max 0.00 0.00 0.00 0.00 Min 0.00 0.00 0.00 0.00 0.00 2.14 0.00 0.00 0.00 0.00 0.00 0.00 Pagel MEMBER 6 Max 0.00 0.00 0.00 0.00 0.00 0.00 Min 0.00 0.00 0.00 0.00 0.00 0.00 MEMBER 4 Max 0.00 0.31 0.00 0.00 0.00 2.14 Min 0.00 -0.69 0.00 0.00 0.00 0.00 MEMBER 15 Max 0.00 0.00 0.00 0.00 0.00 0.00 Min 0.00 0.00 0.00 0.00 0.00 0.00 MEMBER 8 Max 0.00 0.00 0.00 0.00 0.00 0.00 Min 0.00 0.00 0.00 0.00 0.00 0.00 MEMBER 7 Max 0.00 0.00 0.00 0.00 0.00 0.00 Min 0.00 0.00 0.00 0.00 0.00 0.00 MEMBER 1 Max 0.07 0.17 0.00 0.00 0.00 0.41 Min -0.17 -0.52 0.00 0.00 0.00 -0.44 MEMBER 2 Max 0.08 0.20 0.00 0.00 0.00 0.49 Min -0.20 -0.62 0.00 0.00 0.00 -0.52 MEMBER 9 Max -0.78 -0.08 0.00 0.00 0.00 0.02 Min -0.78 -0.08 0.00 0.00 0.00 -0.06 MEMBER 10 Max -0.65 -0.07 0.00 0.00 0.00 0.02 Min -0.65 -0.07 0.00 0.00 0.00 -0.05 MEMBER 11 Max -0.20 -0.20 0.00 0.00 0.00 -0.07 Min -0.20 -0.20 0.00 0.00 0.00 -0.27 MEMBER 12 Max -0.17 -0.17 0.00 0.00 0.00 -0.06 Min -0.17 -0.17 0.00 0.00 0.00 -0.22 MEMBER 13 Max -0.65 0.28 0.00 0.00 0.00 0.36 Min -0.65 0.28 0.00 0.00 0.00 0.09 MEMBER 14 Max -0.55 0.23 0.00 0.00 0.00 0.31 Min -0.55 0.23 0.00 0.00 0.00 0.07 Condition : LCDI =EQ1 Axial Shear V2 Shear V3 Torsion M22 M33 [Kip] [Kip] [Kip] [Kip *ft] [Kip *ft] [Kip*ft] MEMBER 3 Max 0.00 0.12 0.00 0.00 0.00 0.83 Min 0.00 -0.27 0.00 0.00 0.00 0.00 MEMBER 5 Max 0.00 0.00 0.00 0.00 0.00 0.00 Min 0.00 0.00 0.00 0.00 0.00 0.00 MEMBER 6 Max 0.00 0.00 0.00 0.00 0.00 0.00 Min 0.00 0.00 0.00 0.00 0.00 0.00 MEMBER 4 Max 0.00 0.43 0.00 0.00 0.00 2.91 Min 0.00 -0.93 0.00 0.00 0.00 0.00 MEMBER 15 Max 0.00 0.00 0.00 0.00 0.00. 0.00 Paget Min 0.00 0.00 0.00 0.00 0.00 0.00 MEMBER 8 Max 0.00 0.00 0.00 0.00 0.00 0.00 Min 0.00 0.00 0.00 0.00 0.00 0.00 MEMBER 7 Max 0.00 0.00 0.00 0.00 0.00 0.00 Min 0.00 0.00 0.00 0.00 0.00 0.00 MEMBER 1 Max 0.09 0.23 0.00 0.00 0.00 0.56 Min -0.23 -0.70 0.00 0.00 0.00 -0.60 MEMBER 2 Max 0.11 0.27 0.00 0.00 0.00 0.67 Min -0.27 -0.84 0.00 0.00 0.00 -0.71 MEMBER 9 Max -0.27 -0.11 0.00 0.00 0.00 0.03 Min -0.27 -0.11 0.00 0.00 0.00 -0.08 MEMBER 10 Max -0.22 -0.09 0.00 0.00 0.00 0.03 Min -0.22 -0.09 0.00 0.00 0.00 -0.06 MEMBER 11 Max -0.27 -0.27 0.00 0.00 0.00 -0.09 Min -127 -0.27 0.00 0.00 0.00 -0.36 MEMBER 12 Max -0.23 -0.23 0.00 0.00 0.00 -0.08 Min -0.23 -0.23 0.00 0.00 0.00 -0.30 MEMBER 13 Max -0.89 0.38 0.00 0.00 0.00 0.50 Min -0.89 0.38 0.00 0.00 0.00 0.12 MEMBER 14 Max -0.75 0.32 0.00 0.00 0.00 0.42 Min -0.75 0.32 0.00 0.00 0.00 0.10 Condition : LCD2 =EQ2 Axial Shear V2 Shear V3 Torsion M22 M33 [Kip] [Kip] [Kip] [Kip "ft] [Kip*ft] [Kip "ft] MEMBER3 Max 0.00 0.43 0.00 0.00 0.00 2.91 Min 0.00 -0.93 0.00 0.00 0.00 0.00 MEMBER 5 Max 0.00 0.00 0.00 0.00 0.00 0.00 Min 0.00 0.00 0.00 0.00 0.00 0.00 MEMBER 6 Max 0.00 0.00 0.00 0.00 0.00 0.00 Min 0.00 0.00 0.00 0.00 0.00 0.00 MEMBER 4 Max 0.00 0.12 0.00 OMM 0.00 0.83 Min 0.00 -0.27 0.00 0.00 0.00 0.00 MEMBER 15 Max 0.00 0.00 0.00 0.00 0.00 0.00 Min 0.00 0.00 0.00 0.00 0.00 0.00 MEMBER 8 Max 0.00 0.00 0.00 0.00 0.00 0.00 Min 0.00 0.00 0.00 0.00 0.00 0.00 MEMBER 7 Max 0.00 0.00 0.00 0.00 0.00 0.00 Min 0.00 0.00 0.00 0.00 0.00 0.00 MEMBER 1 Page3 I Max 0.03 0.07 0.00 0.00 0.00 0.16 Min -0.06 -0.20 0.00 0.00 0.00 -0.17 MEMBER Forces at member ends Notes.- Axial: Axial forces V2: Shear force in 2 V3: Shear force in 3 Torsion: Torsional moment M22: Bending moments 2 M33: Bending moments 3 CONDITIONLCS =DL Member End 3 NJ:4 3 NK:1 Axial V2 V3 Torsion M22 M33 [Kip] [Kip] [Kip] [Kip *ft] [Kip'ft] [Kip *ft] 0.00002 - 0.68558 - 0.00059 0.00000 0.00052 0.00000 0.00004 0.31442 0.00001 0.00000 0.00004 0.00000 5 NJ: 7 0.00002 0.00015 0.00059 0.00000 - 0.00046 0.00000 5 NK: 5 0.00000 0.00015 - 0.00001 0.00000 - 0.00005 0.00000 6 NJ: 8 - 0.00016 - 0.00020 - 0.00002 0.00000 0.00008 0.00000 6 NK: 11 - 0.00012 - 0.00020 0.00116 0.00000 0.00096 0.00000 4 NJ: 15 0.00013 - 0.68563 - 0.00115 0.00000 0.00086 0.00000 4 NK: 12 0.00017 0.31437 0.00002 0.00000 0.00009 0.00000 15 NJ: 17 0.00003 0.00000 0.00000 0.00000 0.00000 0.00000 15 NK: 16 0.00003 0.00000 0.00000 0.00000 0.00001 0.00000 8 NJ: 10 - 0.00117 0.00000 0.00004 0.00294 0.00045 0.00000 8 NK: 14 - 0.00117 0.00000 0.00004 0.00294 0.00051 0.00000 Page4 2-5 7 7 1 NJ: 4 0.06608 0.03305 - 0.00011 0.00000 0.00003 0.04952 1 NK: 17 - 0.16594 0.16783 0.00015 0.00000 0.00019 -0.22372 2 2 9 9 10 NJ: 4 - 0.65253 -0.06667 0.00009 0.00055 0.00000 -0.04952 10 NK: 18 - 0.65253 -0.06667 0.00009 0.00055 0.00009 0.01714 11 11 12 12 13 13 CONDITIONLCDI =EQ1 5 5 6 6 4 4 8 8 7 7 NJ: 3 0.00060 0.00000 - 0.00002 - 0.00217 - 0.00019 0.00000 Z{7 NK: 6 0.00060 0.00000 -0.00002 - 0.00217 - 0.00023 0.00000 NJ: 1 NK: 16 0.07902 0.03907 0.00002 0.00000 - 0.00001 0.05864 - 0.19698 0.19933 NJ: 1 -0.77535 - 0.07903 0.00002 - 0.00005 0.00000 - 0.05864 NK: 21 - 0.77535 - 0.07903 0.00002 - 0.00005 0.00002 0.02039 NJ: 16 - 0.19933 - 0.19698 0.00005 - 0.00004 0.00000 - 0.26570 NK: 20 - 0.19933 - 0.19698 0.00005 - 0.00004 0.00005 -0.06872 NJ: 17 NK: 19 NJ: 8 NK: 22 NJ: 7 NK: 5 NJ: 8 NK: 11 NJ: 3 NK: 6 - 0.16783 - 0.16594 - 0.16783 - 0.16594 - 0.65445 0.27601 - 0.65445 0.27601 - 0.00022 - 0.00027 - 0.00002 0.00002 0.00000 0.00003 - 0.26570 0.00012 - 0.00020 0.00000 - 0.22372 0.00012 - 0.00020 0.00012 - 0.05778 0.00001 0.00017 0.00000 0.36449 0.00001 0.00017 0.00001 0.08848 14 NJ: 11 - 0.55051 0.23261 - 0.00029 - 0.00076 0.00000 0.30701 14 NK: 23 - 0.55051 0.23261 - 0.00029 -0.00076 - 0.00029 0.07440 Member End Axial V2 V3 Torsion M22 M33 [Kip] [Kip] [Kip] [Kip *ft] [Kip *ft] [Kip *ft] 3 NJ: 4 0.00003 - 0.26738 - 0.00079 0.00000 0.00070 0.00000 3 NK: 1 0.00005 0.12262 0.00001 0.00000 0.00005 0.00000 0.00002 0.00006 0.00079 0.00000 -0.00061 0.00000 0.00000 0.00006 - 0.00001 0.00000 - 0.00007 0.00000 0.00000 0.00010 0.00000 - 0.00017 - 0.00027 0.00158 0.00000 0.00131 0.00000 NJ: 15 0.00018 - 0.93246 - 0.00158 0.00000 0.00118 0.00000 NK: 12 0.00023 0.42754 0.00003 0.00000 0.00012 0.00000 15 NJ: 17 0.00005 0.00000 0.00000 0.00000 -0.00001 0.00000 15 NK: 16 0.00005 0.00000 0.00000 0.00000 0.00001 0.00000 NJ: 10 - 0.00160 0.00000 0.00005 0.00400 0.00062 0.00000 NK: 14 - 0.00160 0.00000 0.00005 0.00400 0.00070 0.00000 0.00081 0.00000 - 0.00002 - 0.00085 • -0.00026 0.00081 0.00000 - 0.00002 - 0.00085 -0.00031 Pages 0.00000 0.00000 1 NJ: 4 0.08918 0.04395 - 0.00015 0.00000 0.00004 0.06487 1 NK: 17 - 0.22666 0.22852 0.00020 0.00000 0.00026 -0.30472 2 2 9 9 10 NJ: 4 - 0.22343 - 0.08997 0.00012 0.00075 0.00000 - 0.06487 10 NK: 18 - 0.22343 - 0.08997 0.00012 0.00075 0.00012 0.02510 11 11 12 NJ: 17 - 0.22852 - 0.22666 0.00016 - 0.00027 0.00000 - 0.30473 12 NK: 19 - 0.22852 - 0.22666 0.00016 - 0.00027 0.00016 - 0.07806 13 NJ: 8 - 0.88857 0.37583 0.00001 0.00023 0.00000 0.49768 13 NK: 22 - 0.88857 0.37583 0.00001 0.00023 0.00001 0.12186 14 14 CONDITIONLCD2 =EQ2 Member End 3 3 5 5 6 6 4 4 15 NJ: 17 0.00001 0.00000 0.00000 0.00000 0.00000 0.00000 15 NK: 16 0.00001 0.00000 0.00000 0.00000 0.00000 0.00000 8 8 7 7 2 2 9 9 NJ: 1 NK: 16 NJ: 1 - 0.26549 - 0.10676 0.00003 - 0.00007 0.00000 - 0.07697 NK: 21 - 0.26549 - 0.10676 0.00003 - 0.00007 0.00003 0.02978 NJ: 16 - 0.27142 - 0.26907 0.00007 - 0.00005 0.00000 - 0.36191 NK: 20 - 0.27142 - 0.26907 0.00007 - 0.00005 0.00007 - 0.09284 NJ: 11 NK: 23 NJ: 4 NK: 1 NJ: 7 NK: 5 0.10675 0.05213 0.00002 0.00000 - 0.00001 0.07698 2 ? - - 0.26907 0.27142 0.00003 0.00000 0.00004 - 0.36192 - 0.74756 0.31664 - 0.00039 - 0.00104 0.00000 - 0.74756 0.31664 - 0.00039 - 0.00104 - 0.00039 Axial V2 V3 Torsion M22 M33 [Kip] [Kip] [Kip] [Kip'ft] [Kip'ft] [Kip*ft] 0.00001 0.00002 - 0.93239 0.42761 - 0.00024 0.00000 Page6 0.00000 0.00021 0.00000 0.00002 0.41910 0.10246 0.00000 0.00000 0.00001 0.00020 0.00023 0.00000 - 0.00018 0.00000 0.00000 0.00020 0.00000 0.00000 - 0.00002 0.00000 NJ: 8 - 0.00006 - 0.00008 - 0.00001 0.00000 0.00003 0.00000 NK: 11 - 0.00005. - 0.00008 0.00044 0.00000 0.00037 0.00000 NJ: 15 0.00005 - 0.26740 - 0.00044 0.00000 0.00033 0.00000 NK: 12 0.00006 0.12260 0.00001 0.00000 0.00004 0.00000 NJ: 10 - 0.00045 0.00000 0.00001 0.00115 0.00017 0.00000 NK: 14 - 0.00045 0.00000 0.00001 0.00115 0.00020 0.00000 NJ: 3 0.00024 0.00000 -0.00001 - 0.00295 - 0.00008 0.00000 NK: 6 0.00024 0.00000 - 0.00001 - 0.00295 - 0.00009 0.00000 1 NJ: 4 0.02646 0.01389 - 0.00004 0.00000 0.00001 0.02180 1 NK: 17 -0.06373 0.06519 0.00006 0.00000 0.00007 - 0.08679 NJ: 1 0.03154 0.01625 0.00001 0.00000 0.00000 0.02564 NK: 16 - 0.07564 0.07741 0.00001 0.00000 0.00001 - 0.10306 NJ: 1 - 1.09136 - 0.03154 0.00001 - 0.00002 0.00000 - 0.02564 NK: 21 - 1.09136 - 0.03154 0.00001 - 0.00002 0.00001 0.00590 10 NJ: 4 10 NK: 18 11 NJ: 16 11 NK:20 12 NJ: 17 12 NK: 19 13 NJ: 8 13 NK: 22 14 NJ: 11 14 NK: 23 - 0.91850 - 0.02669 0.00004 0.00022 0.00000 - 0.02180 - 0.91850 - 0.02669 0.00004 0.00022 0.00004 0.00490 - 0.07741 - 0.07564 0.00002 - 0.00002 0.00000 - 0.10306 - 0.07741 - 0.07564 0.00002 - 0.00002 0.00002 -0.02742 - 0.06519 - 0.06373 0.00004 - 0.00008 0.00000 - 0.08679 - 0.06519 - 0.06373 0.00004 - 0.00008 0.00004 - 0.02306 - 0.25671 0.10719 0.00000 0.00007 0.00000 0.14017 - 0.25671 0.10719 0.00000 0.00007 0.00000 0.03299 - 0.21583 0.09043 - 0.00011 - 0.00029 0.00000 0.11817 -0.21583 0.09043 - 0.00011 -0.00029 - 0.00011 0.02774 Pagel zx POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828 -4850 Made by y Date (Of3 Og J No. 9o'1 Checked by Date Sheet No. Description K( 301“ e Job Name r, _ G t r W t) 6,1 •�-. t) mu AN jel4 1 (Loaf Purr (PHcf)b5'- o " o.�. 1.7 91ST. 1.440 Poe,+ = (.1 nvp)L V1". LOAD y 051; 01 (14 pis r ,, O. K M p c P64 0(5f-014 fNn� lholaWk. Mks( Mom. Joist Designation 24K4 24K5 24K6 24K7 24K8 24K9 24K10 24K12 26K5 26K6 26K7 26K8 26K9 26K10 26K12 Depth (In.) 24 24 24 24 • 24 24 24 24 26 26 26 26 26 26 26 Approx. Wt. (Ibs. /ft.) 8.4 9.3 9.7 10.1 11.5 12.0 13.1 16.0 9.8 10-6 10.9 12.1 12.2 13.8 16.6 Span (ft.) 4 24 520 550 550 550 550 550 550 550 516 544 544 544 544 544 544 544 25 479 540 550 550 550 550 550 550 456 511 520 520 520 520 520 520 26 442 499 543 550 550 550 550 550 542 550 550 550 550 550 550 405 453 499 499 499 499 499 535 541 541 541 541 541 541 27 410 462 5031 550 550 550 550 550 502 547 550 550 550 550 550 361 404 439 479 479 479 479 479 477 519 522 522 522 522 522 28 381 429 521 550 550 550 550 466 508 550 550 550 550 550 323 362 393 436 456 456 456 456 427 464 501 501 501 501 501 29 354 400 435 485 536 550 550 550 434 473 527 550 550 550 550 290 325 354 392 429 436 436 436 384 417 463 479 479 479 479 30 331 373 406 453 500 544 550 550 405 441 492 544 550 550 550 262 293 319 353 387 419 422 422 346 377 417 457 459 459 459 31 310 349 380 424 468 510 550 550 379 413 460 509 550 550 550 237 266 289 320 350 379 410 410 314 341 378 413 444 444 444 32 290 327 357 397 439 478 549 549 356 387 432 477 519 549 549 215 241 262 290 318 344 393 393 285 309 343 375 • 407 431 431 33 273 308 335 373 413 449 532 532 334 364 406 448 488 532 532 196 220 239 265 289 313 368 368 259 282 312 342 370 404 404 34 257 290 315 351 388 423 502 516 315 343 382 422 459 516 516 179 201 218 242 264 286 337 344 237 257 285 312 338 378 378 35 242 273 297 331 366 399 473 501 297 323 360 398 433 501 501 164 184 200 221 242 262 308 324 217 236 261 286 310 356 356 36 �"` '',2 258 281 313 346 377 447 487 280 305 340 376 409 486 487 4n1.5.0 169 183 203 222 241 283 306 199 216 240 263 284 334 334 37 I ' P '4 244 266 296 327 356 423 474 265 289 322 356 387 460 474 .a,,,-;:; 155 169 187 205 222 260 290 183 199 221 242 262 308 315 38 05 - r. ry 8, , 252 281 310 338 401 461 ,' 25 274 305 337 367 436 461 ^148'-•_ afv ; 3 ; +t 156 172 189 204 240 275 184 204 223 241 284 299 39 wog, Y VA 266 294 320 380 449 x ` 260 n i . c 289 320 348 413 449 :ir :+9s7�.sr:� 1 �� ^ �r'�'43Fi .� . . 159 174 189 222 261 �fa>af.��ZO A 188 206 223 262 283 40 18 7'' 7e , • �7 ?i:. 253 280 304 361 438 7 . ; 275 304 331 393 438 e • 1i � ' � :: 148 161 175 206 247 k - 57 174 191 207 243 269 41 k arm 1 8 , �g `R 241 137 • 266 150 290 162 344 191 427 . 235 1 4 �196 28 262 162 289 177 315 192 374 225 427 256 42 }c a :81 229 253 276 327 417 .( 0 249 275 300 356 417 127 139 151 177 224 5 150 164 178 210 244 43 .16 i ' 9 2 �" 263 312 406 � s 238 263 286 339 407 8� 9l= o 140 165 213 i 9 �r1 s# 4 153 7 66 195 232 44 u 3 ',, "i� � .l ' # 3 �+ ` 5 a; :� 298 387 : {; 8 � 1, *„ ;42* 1 251 �{ ; 270 4 324 398 0 N 8� h i ' a o ') "t % o ' , 2 41. w 7 j' r ; 154 199 "! t 1 L I` 31 355 ?' < ° 1 A. 182 222 45 s s 7 F" 9 � 4 ,, 19 •, , 220 285 370 7 P�i"194i'e k 12401 Z. 6 P"4 310 389 s d nr _ Y� a- 3 '- ji(Gp "'` , [3 it r .. 144 185 ".''"I'e , 1 _ :,v 2 ` ' 1 ' 170 212 46 ':4,.1 3 1 � �w :1 b 1 2�0 � 272 354 �s7�1 8 } A.,y r 29 296 380 r K1i0 �'� f ,• 135 174 1 : �sti. , 03 i1z1�1� ; Ya t i.�115' �50 r,. 159 203 47 `" 131 1 0 5 � • . ' 83 X 202 ' 1 .; 220 • i 261 339 r + t178� ' i .. =19 a 2, K 9 � 284 369 6'. L 9n 8 ' s v 90.. I : ! 9 i is ' �0.rt 126 163 8 , .;"y9,6*- 40 10•„ g:ki,!.01 - r,, ltKj_ 149 192 48 *0 '1'28 4 #; 3 ,�� 144 7e e 7G _ er5 'Y13 _ It W 250 118 325 153 ' ( r 35' a c T �,�1 ` a 1 w.�,s 90s V { '00, r yr " X16 � s a• -m 229E 93 r 272 140 353 180 49 50 ' �8'� 183 022 26 339 ..sx r.au+ fit. 4�� iar - 7 y+rv703�xx sw. a rte. =: lws•n 169 50 s:.,1'".`�19 ■�` 2' 0 325 X7,3 T 0 .111 9 v.. 1Q5 = i 159 51 1d9- ,,15I: ` V68l{ 2 �,2 p3 ' ��w ` - 313 6 16 s '`' 88 v 9 99 - , . a 150 52 4,133 4 X 45 162 J '4.i r�31t7A ' f ; t 301 5 : • r 7, 9 Mr, r, Si 6 9igrAli t' e. 142 STANDARD LOAD TABLE/OPEN WEB STEEL JOISTS, K- SERIES Based on a Maximum Allowable Tensile Stress of 30 ksi 12 14 - .503k /ft V 6.8 Loads: LC 2, LC- Allowable Results for LC 2, LC- Allowable Member Bending Moments (k -ft) Reaction units are k and k -ft Poggemeyer Design Group BSF / V \ M N\ N V \N VV VVVVVVV VV \/`/ VV W VV\ WV VVV \ /W -45.8 Mix /' M Design Load Case Oct 2, 2008 at 2:14 PM untitled.r2d 6.8 3 1 BSF - .35k/ft Loads: LC 1, LC -New Results for LC 1, LC -New Member Bending Moments (k -ft) Reaction units are k and k -ft -.9k VVVVVVVViVVVVVVVVV'\NVVVVVVVV JVVVVVVVVVVVVW1 5.9 Poggemeyer Design Group -37.3 Proposed Load Case VVVVVVVVVV untitled.r2d 5.6 Oct 2, 2008 at 2:15 PM 04 -02 -2009 STEVE HARGROVE 7717 DETROIT AV SW SEATTLE WA 98106 RE: Permit No. M08 -243 12201 TUKWILA INTERNATIONAL BL TUKW Dear Permit Holder: Thank you for your cooperation in this matter. Sincerely, c Bill Rambo Permit Technician xc: Permit File No. M08 -243 Ciz of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 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 and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or fmal inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 05/16/2009 , your permit will become null and void and any further work on the project will require a new permit and associated fees. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: M08-243 DATE: 11-19-08 PROJECT NAME: SABEY SDC B-3 SITE ADDRESS: 12201 TUKWILA INTERNATIONAL. BL Original Submittal Response to Incomplete Letter # Response to Correction Letter # . X Revision # .1 After Permit Issued DEPARTMENTS: Buildi Divisron A* 1 Fre Public Works El Complete Comments: APPROVALS 1 OR C RRECTIONS: ) Approved Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2-28-02 • PERMIT COORD COPY • PLAN REVIEW/ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Approved with Conditions Incomplete n DATE: DATE: Planning Division Permit Coordinator El DUE DATE: 11-20-08 Not Applicable El Not Approved (attach comments) 111 TUES/THURS RO TING: Please Route Structural Review Required No further Review Required Lil REVIEWER'S INITIALS: LI Per m it Center. Use'Orily.... . •••. .. .4 ..• • • • . . t4. ; 4. ; ::: 4' -• • INCOMPLETE LETTER MAILED: 40.:IatlINgt" 3 / 4 silr.:?•! . .E:r•T t"' . . LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: DUE DATE: 12-18-08 Perinit• CenterZelse. 0 nly . • . . . • .•• / .11/2 4't zrci•w. •Iyosi.14.2 - ^... . • • • • • • • • • • • 4 • : lt CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: • PERMIT COORD COPYS PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M08 - 243 DATE: 10 - - PROJECT NAME: SABEY SDC B -3 SITE ADDRESS: 12201 TUKWILA INTERNATIONAL BL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: Bui g Division Public Works ❑ 61) filAki Fire Prevention Structural Planning Division El n Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-09-08 Complete Incomplete Comments: 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 Documents/routing slip.doc 2 -28 -02 REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Structural Review Required _ No further Review Required DATE: n DUE DATE: 11-06-08 Approved n Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS STAFF INITIALS ISSUED DATE STAFF nvI S 1 II 11°1 t Summary of Revision: 1t C Z�I b �-, Summary of Revision: eiti `E D�1. Goo lea Mi'► -v\A 20 Received by: Ap z- 1-6, S e REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED .STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: - Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: 6 7 ��' SITE ADDRESS: 0, ' f blg ORIGINAL ISSUE DATE: O t, PERMIT NO: REVISION LOG (please print) (please. print) (please print) (please print) (please print) Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 11 -18 -08 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ® Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: INTERGATE WEST BLDG " 6 cwt'. & 3 Project Address: 12201 TUKWILA INTERNATIONAL BLVD Contact Person: STEVE HARGROVE Phone Number (206) 768 -4000 Summary of Revision: THE NEW DRY COOLER IS RELOCATING APPROX. 20 FROM WHERE FIRST SHOWN ON THE ORIGINAL APPLICATION. NEW STRUCTURAL CALCULATION AND ROOF PLAN PROVIDED. Sheet Number(s): TM2.05 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on • City of Tukwila \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: 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 1G►� 1 Plan Check/Permit Number: M08 -243 Steven M. Mullet, Mayor Steve Lancaster, Director SEC CRyp NOV 19 2008 PERMIT CENTER Name Role Effective Date Expiration Date TURLEY, DOUGLAS CHIEF EXECUTIVE OFFICER 02/13/2008 Bond Amount TURLEY, DOUGLAS CHIEF OPERATING OFFICER 02/13/2008 SIGMUND, FREDRIC PRESIDENT 12/31/2002 HACK, RICHARD SECRETARY 02/13/2008 KOPET, TYLER TREASURER 12/31/2002 LOVELY, STEVE C VICE PRESIDENT 12/31/2002 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date LIBERTY Untitled Page 1 Business Owner Information • Page 1 of 2 General /Specialty Contractor A business registered as a construction contractor with L6tI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County MACDONALD /MILLER FAC SOL INC 2067684180 PO BOX 47983 SEATTLE WA 98106 KING Business Type CORPORATION Parent Company UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 602254260 ACTIVE MACDOFS980RU CONSTRUCTION CONTRACTOR 12/31/2002 12/31/2008 DIVCOI*988RC GENERAL UNUSED Bond Information https: // fortress .wa.gov /lni/bbip/Detail. aspx ?License= MACDOFS 980RU 10/27/2008 0) N (0 O N) co O O N N ✓ 0 1) 0 z 0 0 2 I v 1 v / R ewR — 1 FC 2 [ CWS -18 UNIT TO BE LOCATED DC -3 PER STRUCTURAL DRAWINGS 0 rtl 1 I UII yJK VHLV) ] `- IJVT�7u IuI r I VHL� Oghtilena. /1 , . _�rres rar•..fCaf - refry �Ca�.. a�arafrefrs rati. eYrarfC�iruC�ar�r +.a'sar�.•.aaC�Trraa .a�as.�.• air. �r, �ir�r�. ara�Yii�r�sr :�tr�rii:.� Mazian�zia: �41 ICG---RTU 1 b1 ADD — CWTL QLATLQ VALV¢r;S & qAP 4l LINFE CWR 21.1 [ _.......... -1 1CWS - 211__ 1 �-- — 3 404 J� RISER 1DUCT 4"CWS /CWF„2 r t i rFC -1 T t LL ittY COD . C9 APP NOS orb Voila 1 DIVISION c1 131 ti 1{ C7 \ / y Fr C Permit No. Mar review approval Is sub ect to errors and arnl s3ons. Approval of construction documents does not authorize the violation of any adopted code or ordinanco• Receipt of approved Field Copy and conditions is ac 1OW C(fgcd: By Date: tt 7 .r joy .aa City of Tura ita BUILDING Uf1SION1 REVISION N Mc7' REVISIONS No changes 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. d RECEIVED CITY OF TUKWILA NOV 19 2008 PERMIT CENTER CO 0 z 0 J ENGINEER: 3 HARGROVE CHECKED BY: B GEZON CAD: N BECKER DRAWING NUMBER: SHEET NUMBER: 0 txs o co co o -a. N 0 03 U? LL U3 a Cp�j > r;. oQ arm ❑ v C 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 O a MAY 1 6 2009 w 0 1 1 1 1 1 1 ° ( ? ) 21 w N (0 0 I I r 0 Q 0 0 g 6i w a X LAST REVISED: C -1542- 7386754 -00 TM2.05 z 0 0 CO z 0 0 0 0 w (/) 10 -08 -08 DATE PLOTTED: 10 -08 -08 ISSUE DATE: 10 -08 -08 14/12 W CONDENSER WATER INDIRECT DRAIN PIPING I SIZE 1/2" - 2 -1/2" 3" - 10" 1/2" - 2-1/2" EPA IN ,,v'� MATERIAL PIPING MATERIAL SCHEDULE: COPPER TYPE L SCH 40 BLK STL ASTM A53 A OR B STD WT BLK STL ASTM A53 A OR B COPPER/DWV/TYPE M JOINT LEAD FREE SOLDER GROOVED, FLANGED, BUTT WELDED GROOVED, FLANGED, BUTT WELDED LEAD FREE SOLDER DESCRIPTION BARE SHEETMETAL 1 Q SOUNDLINE SHEETMETAL (1" LINING) SHEETMETAL WRAPPED W/ INSULATION (2 ") 14/12 W UNION STRAINER Li SYMBOL DESCRIPTION GATE VALVE 1 PRESSURE RELIEF VALVE ge PRESSURE REDUCING VALVE PRESSURE / TEMPERATURE TAP liy BULB WELL MANUAL AIR VENT Q AUTOMATIC AIR VENT CONCENTRIC REDUCER ECCENTRIC REDUCER TWO -WAY CONTROL VAVLE ................. . . . . .- THREE -WAY CONTROL VALVE 12101 TUKWILA INTERNATIONAL BLVD TUKWILA, WA PRESSURE GAUGE BALL VALVE W/ 3/4" HOSE ADAPTOR SYMBOL 14/12 14/12 SL i 71 2 AV PG ABBR. GV 1 I GLOBE VALVE GLV BALL VALVE - FULL PORTED BV SILENT CHECK VALVE CV BUTTERFLY VALVE BFV BUTTERFLY VALVE W/ MEMORY STOP BFVM FLEXIBLE CONNECTION RED. PRESS. BACKFLOW PREVENTER DESCRIPTION CLEANROOM QUALITY DUCTWORK BARE FLAT OVAL SHEETMETAL FLEX DUCT FLEX CONNECTOR Its- 1 ROUND SHEETMETAL WRAPPED W/ INSULATION (2 ") BARE ROUND SHEETMETAL 120 FLAT OVAL FLAT SHEETMETAL W/ INSULATION (2 ") EXPOSED QUALITY SHEETMETAL 14/12 Q DUCTBOARD (1" FIBERGLASS) EXAMPLE OF NEW 14/1 2 EXAMPLE OF NOT IN CONTRACT (NIC) EXAMPLE OF DEMO EXAMPLE OF EXISTING THERM 1 - G - GAS PIPING BV W/ HA L - REFRIGERANT LIQUID LINE CR --- S - REFRIGERANT SUCTION LINE SYMBOL 120W 14 12 C 14/1 2 14/1 2 DB __ -I ` I / i SYMBOL DESCRIPTION ABBR SOLENOID VALVE SV GAS COCK GC CIRCUIT SETTER VALVE CS HORIZONTAL EXPANSION TANK HET VERTICAL EXPANSION TANK VET AIR SEPARATOR AIR SEP AIR PURGER _ AP RPBP 1 'ILU END SUCTION CENTRIFUGAL PUMP ES PUMP UNION "'' VERTICAL IN -LINE CENTRIFUGAL PUMP VI PUMP STRN SUCTION DIFFUSER SUC DIFF RV ? TEMERATURE GAUGE TG PRV - A - COMPRESSED AIR P&T C - CONDENSATE PIPING BW - CHWS - CHILLED WATER SUPPLY PIPING MAV G - CI1WR, CHILLED WATER RETURN PIPING - CW5- CONDENSER WATER SUPPPLY PIPING - CWR CONDENSER WATER RETURN PIPING ER NWS - - HEATING WATER SUPPLY PIPING 2WAY - 11W12, HEATING WATER RETURN PIPING SWAY PIPING TYPE CONDENSER WATER (55 -95 DEG) CONDENSER WATER (40 -55 DEG) COIL CONDENSATE PIPING - ALL PIPING INSULATION AND COVERINGS SHALL HAVE AN ASTM FLAME SPREAD RATING OF 25 OR LESS AND AN ASTM SMOKE DEVELOPED RATING OF 50 OR LESS. - ELASTOMERIC INSULATIONS WHICH MEET THESE RATINGS MAY BE USED AS A SUBSTITUTE FOR FIBERGLASS. - PROVIDE E A VAPOR BARRIER COVERING ON ALL CHILLED WATER PIPING AND COIL CONDENSATE PIPING. INSULATION. - PROVIDE A COVERING FOR ALL FIBERGLASS INSULATION WITHIN THE BUILDING. - PROVIDE A VINYL JACKET FOR ALL INSULATION EXPOSED TO SIGHT WITHIN THE BUILDING EXCEPT MECHANICAL ROOMS. - PROVIDE REMOVABLE LACED INSULATION PAD OVER ALL CONTROL VALVES, WHERE NOT LOCATED WITHIN A MECHANICAL ROOM. - PROVIDE ALUMINUM JACKET ON ALL INSULATED JAC O NSULATED PIPING OUTSIDE BUILDING. AT PIPE HANGERS PROVIDE RIGID INSULATION BETWEEN PIPE AND HANGER. 1. THESE PLANS ARE SCHEMATIC AND DO NOT SHOW EXACT ROUTING OR EVERY OFFSET WHICH MAY BE REQUIRED. THE RED. HE MECHANIGAL CONTRACTOR IS TO COORDINATE WITH ALL OTHER TRADES AND IS TO VERIFY ALL CLEARANCES BEFORE COMMENCING WORK. 2. MATERIALS, METHODS, AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE 2006 IBC, IMC, AND UPC AS AMENDED BY THE STATE OF WASHINGTON AND LOCAL AUTHORITIES, 3. ALL PIPE SIZES NOTED ON DRAWINGS ARE MINIMUMS. 4. SLOPE ALL INDIRECT DRAINS AT 2% UNLESS OTHERWISE NOTED ON DRAWINGS. OBTAIN APPROVAL FROM CODE AUTHORITY BEFORE INSTALLING PIPING AT LESS THAN 2% (EVEN IF LESSER SLOPE IS INDICATED ON DRAWINGS). 5. HANGERS AND SUPPORTS FOR PIPING SHALL BE IN ACCORDANCE WITH THE 2006 IMC AND IBC AS AMENDED BY THE STATE OF WASHINGTON AND LOCAL AUTHORITIES. 6. PIPING PENETRATIONS OF FIRE RATED WALLS OR FLOORS SHALL BE SLEEVED AND FIRE STOPPED WITH LISTED MATERIALS SO AS TO MAINTAIN INTEGRITY AND RATING OF THE FLOOR OR WALL. 7, PROVIDE CHROME PLATE ESCUTCHEON PLATES AT ALL EXPOSED WALL AND CEILING PENETRATIONS. 8. PROVIDE SHUT -OFF VALVES AT ALL EQUIPMENT CONNECTIONS; 9. PROVIDE UNION, GROOVED OR FLANGED CONNECTION AT EQUIPMENT FOR FUTURE REMOVAL AND SERVICING. 10. FOR CONDENSATE PIPING PROVIDE TRAPS WITH A MINIMUM SEAL 2" GREATER THAN THE FAN OPERATING STATIC PRESSURE AT ALL COOLING COIL CONNECTIONS. 11. PROVIDE MINIMUM 1" AIR BREAK FOR ALL CONDENSATE PIPE TERMINATIONS AT DRAINS. 12. PROVIDE DIELECTRIC CONNECTIONS BETWEEN DISSIMILAR METALS. 13. HEAT TRACING OF PIPING, WHERE INDICATED, SHALL BE PROVIDED AND INSTALLED BY THE MECHANICAL CONTRACTOR. SUPPLY FOR HEAT TRACE WITH ELECTRICAL CONTRACTOR. 14. TRENCHING, BACKFILLING AND COMPACTING FOR UNDERGROUND PIPING SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR UNLESS STATED OTHERWISE IN CONTRACT DOCUMENTS. NOTES: 1. POWER WIRING AND DISCONNECT BY ELECTRICAL CONTRACTOR. 2, OPTIONAL DUAL PUMP CONTROL PACKAGE 3. STRUCTURAL STEEL SKID AND SUPPORTS BY MMES TO BE INSTALLED PER STRUCTURAL. 4. EXISTING UNIT TO BE REMOVED FROM SYSTEM MFG & MODEL NO. DATAAIRE DA -U -10 SUPPLY FAN CFM ESP 4,500 0.5 ■ 3200 EXIST 3200 NEW, 1, 2 UNIT NO. P -1 I GP -1.. CP-2 CP -3 UNIT NO CRAC-6 CRAC -7 ` LIEBERT VE363G -AGEI CRAC -8 LIEBERT VE363GUAAEI AREA SERVED DATA CENTER /ROOF DATA CENTER/ROOF DATA CENTER/ROOF UNIT SERVED CRAG 6, 7, 8 B &G SERIES 1531 2AG CRAC 6, 7, 8 B &G SERIES 1531 2AC MFG & MODEL NO B &G SERIES 60 TACO - CI SERIES CI1509 PIPE SIZE ALL ALL ALL ALL MFG & MODEL NO. LIEBERT DNC -940A DATAAIRE DAFC LIEBERT DNT -940A PIPING INSULATION SCHEDULE TYPE IL 15.0 340 297 INSULATION TYPE FIBERGLASS ARMAFLEX FIBERGLASS NOM MBH GPM 938 78 35 938 78 GPM DP FT 35 35.5 ES 120 50 ES 191 ES 191 95 85 460/3 NOTES: 1. ELECTRICAL CONTRACTOR TO PROVIDE MOTOR STARTER AND DISCONNECT 2. WITH 125 # FLANGES & P &T TAPS AT EACH FLANGE 3. 125 PSI MAX. WORKING PRESSURE 4. EXISTING PUMP TO BE LEFT OPERATIONAL UNTIL NEW PUMPS BROUGHT ONLINE. 5. PUMPS TO BE CONFIGURED IN PRIMARY SECONDARY ROLE. PUMP CONTROL BY FACTORY LIEBERT UNIT. 6. PROVIDE END SUCTION DIFFUSER, 3DS TRIPLE DUTY VALVE & METRAFLEX 4" CABLESPHERE, NEOPRENE BODY, FLEX W/ 7. FIELD TO INSTALL MASON IND. SUPER W NEOPRENE VIBRATION ISOLATORS & NEOPRENE GROMMETS. WATER COOLED CONDENSER 1 HUMID TOT MBH SENS MBH GPM DP FT LBS /HR 127 59 35 15.4 327 291 78 69.1 4 ..,. tX* ADD 30 TON DRYCOOLER, 30 TON CRAC UNIT AND DUAL PUMPS TO EXISTING CONDENSER WATER LOOP. INSULATION THICKNESS NOT REQUIRED 1/2" 10: ELECTRICAL VOLT /PH FLA 10 IMP DIA IN HP 1.5 3 10 3500 WT RPM VOLT /PH LBS 208/3 102 1750 460/3 102 3500 460/3 180 3500 460/3 180 0.23 - 0.27 0.23 - 0.27 0.23 - 0.27 NOTES: 1. CAPACITIES BASED ON 85DF EWT, 25% PROPYLENE GLYCOL MIXTURE FOR CONDENSER WATER, 72DF DB/60 DFWB E 2. ACCESSORIES: FILTERS - 4" THICK 30% ASHRAE STANDARD 52-76, STANDARD INFRARED HUMIDIFIER, FIRE STATE SHUTDOWN, SMOKE DETECTOR, LOCKING DISCONNECT SWITCH, DRY CONTACTS FOR REMOTE MONITORING OF ALARM, MICROPROCESSOR BASED CONTROLS, 3 -WAY WATER REGULATING VALVE FOR CONDENSER WATER, UPFLOW DISCHARGE. CONDENSATE PUMP W/ INTERGRAL CHECK VALVE, DUAL REFRIGERATION SYSTEM, WATERSIDE ECONOMIZER, SHUT DOWN CONTACTS, LIQUITEC WATER DETECTOR 3. FIELD PROVIDED SOLENOID VALVE TO SHUT OFF HUMIDIFIER WATER LINE WHEN LEAK DETECTED CONDUCTIVITY RANGE NOTES EXIST EXIST, 4 ._-_._-.------- -- NEW, 1 -3 NOTES EXIST DEMO NEW 1 -3, 5 -7 NEW 1 -3, 5 -7 THE HVAC SYSTEM FOR THIS PROJECT IS BASED ROOF "U" VALUE (BTUH /S.F. °F) = N/A WALL "U" VALUE (BTUH /S.F. °F) = N/A FLOOR "U" VALUE (BTUH /S.F. °F) = N/A GLASS "U" VALUE (BTUH /S.F. °F) = N/A GLASS SHADE COEFF. = N/A LIGHTING (WATTS /S.F.) = N/A MISC. EQUIP. (WATTS /S.F.) = N/A PEOPLE DENSITY (S.F. /PERSON) = N/A COOLING INDOOR DESIGN TEMP ( °F) = N/A COOLING OUTDOOR DESIGN TEMP ( °F) = N/ HEATING INDOOR DESIGN TEMP ( °F) = N/A HEATING OUTDOOR DESIGN TEMP ( °F) = N/A ON THE FOLLOWING CRITERIA: B F\J Si(7N €; to thr scope No c h a nges shall be made r c�il:11 of of work without prior app Tukwila Building D►VISIUrI • Revisions will require a new plea sub mittal an d may i MD a include additional plan review lees. n �� gI1! IN D' \�?_? 2. THESE PLANS ARE SCHEMATIC AND DO NOT SHOW EXACT ROUTING OR EVERY OFFSET WHICH MAY BE REQUIRED. THE HVAC CONTCTOR IS TO COORDINATE WITH ALL OTHER TRADES AND IS TO VERIFY ALL CLEARANCES BEFORE COMMENCING WORK. 3. MATERIALS, METHODS, AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE 2006 EDITIONS OF THE INTERNATIONAL MECHANICAL CODE, INTERNATIONAL BUILDING CODE, INTERNATIONAL FIRE CODE AND STATE AND LOCAL CODES AND ORDINANCES. 4. DUCT CONSTRUCTION AND HANGING SHALL COMPLY WITH CHAPTER 6 OF THE 2006 IMC AND WITH CURRENT SMACNA STANDARDS. EARTHQUAKE BRACE ALL DUCTS 28" DIA AND LARGER WHICH ARE SUSPENDED MORE THAN 12" BELOW STRUCTURAL SYSTEM. 5. JOINTS OF MEDIUM AND HIGH VELOCITY DUCT SYSTEMS SHALL BE SEALED WITH GASKETS OR LISTED MASTIC TYPE DUCT SEALANT. 6. DUCTS SHALL BE INSULATED AS INDICATED ON PLANS, PER 2006 WSEC. - DUCT WRAP, WHERE INDICATED, SHALL BE 1 1/2" 0.75 LB /CU FT FIBERGLASS DUCT INSULATION WITH A FACTORY APPLIED REINFORCED ALUM. FOIL VAPOR BARRIER (R -4.2 MIN.). - SOUND LINING, WHERE INDICATED, SHALL BE 1" 1.5 LB /CU FT FIBERGLASS DUCT LINING COATED TO PREVENT FIBER EROSION AT VELOCITIES UP TO 6000 FPM (R -4.2 MIN.). - DUCT BOARD, WHERE INDICATED, SHALL BE 1" RIGID FRK FACED El 475 FIBERGLASS DUCT BOARD SYSTEM, UL 181 LISTED AS A CLASS 1 AIR DUCT (R -4.3 MIN.). AIR DUCT (R -4.3 MIN.). 7. FLEX DUCTS SHALL CONSIST OF A REINFORCED VAPOR BARRIER, 1 1/2" FIBERGLASS INSULATION, AND NON - PERFORATED INTERIOR LINER WITH WIRE HELIX. DUCT SHALL BE A UL 181 LISTED CLASS 1 AIR DUCT. FLEX DUCTS SHALL ONLY BE USED WHERE SHOWN AND SHALL NOT EXCEED 12' IN LENGTH UNLESS NOTED OTHERWISE. 8. PROVIDE EARTHQUAKE RESTRAINT FOR HVAC EQUIPMENT IN ACCORDANCE WITH SECTION 1621 OF THE 2006 IBC. 9. PROVIDE FIRE DAMPERS, SMOKE DAMPERS AND FIRE /SMOKE DAMPERS WHERE INDICATED ON PLANS AND AS REQUIRED BY SECTION 716.5 OF THE 2006 IBC. PROVIDE CEILING FIRE DAMPERS WHERE INDICATED ON PLANS AND AS REQUIRED BY SECTION 716.6.2 OF THE 2006 IBC. INSTALL FIRE DAMPERS SMOKE DAMPERS AND FIRE /SMOKE DAMPERS IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS, THE TERMS OF THEIR LISTING, AND THE REQUIREMENTS OF THE CODE. 10. PIPING PENETRATIONS OF FIRE RATED WALLS OR FLOORS SHALL BE SLEEVED AND FIRE STOPPED WITH LISTED MATERIALS SO AS TO MAINTAIN THE INTEGRITY AND RATING OF THE FLOOR OR WALL. 11. PROVIDE RETURN DUCT SMOKE DETECTOR AUTOMATIC SHUT DOWN OF ALL NEW HEATING, COOLING, OR VENTILATION EQUIPMENT MOVING IN EXCESS OF 2000 CFM IN ACCORDANCE WITH SECTION 606 OF THE 2006 IMC. POWER AND INTERLOCK WIRING WITH THE BUILDING FIRE ALARM SYSTEM IS BY THE ELECTRICAL CONTRACTOR. 12. HVAC EQUIPMENT, VALVES AND DAMPERS SHALL BE LOCATED IN EASILY ACCESSIBLE LOCATIONS. UNLESS SHOWN ON ARCHITECTURAL DRAWINGS, REQUIRED' ACCESS PANELS SHALL BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR. MINIMUM ACCESS DOOR SIZE FOR VALVES AND DAMPERS TO BE 18" X 18 ". 13. HEAT TRACING OF PIPING, WHERE INDICATED, SHALL BE PROVIDED AND INSTALLED BY THE HVAC CONTRACTOR. THE HVAC CONTRACTOR IS TO COORDINATE THE HEAT TRACE POWER WIRING WITH ELECTRICAL CONTRACTOR. 14. MOTORS STARTERS NOT LISTED AS BEING PROVIDED IN THE HVAC EQUIPMENT SCHEDULES ARE TO BE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR. 15. WITHIN 90 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION TO BE PROVIDED TO THE BUILDING OWNER. RECORD DRAWINGS SHALL INCLUDE AS A MINIMUM THE LOCATION AND PERFORMANCE DATA ON EACH PIECE OF EQUIPMENT, GENERAL CONFIGURATION OF DUCT AND PIPE DISTRIBUTION SYSTEM, INCLUDING SIZES, AND THE TERMINAL AIR AND WATER DESIGN FLOW RATES. 16. OPERATING AND MAINTENANCE MANUALS TO BE PROVIDED TO THE BUILDING OWNER THA INCLUDE: SUBMITTAL DATA, NAMES AND ADDRESSES OF AT LEAST ONE SERVICE AGENCY, HVAC CONTROLS SYSTEM MAINTENANCE AND CALIBRATION INFORMATION AND A COMPLETE OPERATIONAL NARRATIVE FOR EACH SYSTEM. 17. COMMISSIONING IS REQUIRED ON THIS PROJECT IN ACCORD WITH WASHINGTON STATE Ea :E RGY CODE (WSEC) SECTION 1416 AND WITH LEED NC -2.1 FUNDAMENTAL BUILDING SYSTEMS COMMISSIONING AND ADDITIONAL COMMISSIONING. 18. A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILET) WITH THE OWNER TITLE PROJECT ENGINEER ACCOUNT MANAGER REFRIGERATION FOREMAN FITTING FOREMAN SHEET METAL FOREMAN APN # 0923049120 NAME STEVE HARGROVE STEVE FLINK DEAN GRASSER JASON ZEMBRYCKI CHRIS HOLLINGSWORTH COMPANY MACDONALD MILLER MACDONALD MILLER MAC DONALD MILLER MACDONALD MILLER MACDONALD MILLER Permit Non review approval Is subject to error^ and orl?i.r7 Appr'ova' of construction documents does not atitheYi Ti. the violation of any adopted code or ordnance R �' of approved Field Copy and conditions is acknovA By 0 Date: 19. FOR ALL "SEALED AIR TIGHT" SHAFTS OR ROOMS, THE FOLLOWING MUST OCCUR: - ALL VERTICAL JOINTS INSIDE THE SHAFT SHOULD BE PROVIDED WITH A CONTINUOUS SEAL FOR THE LENGTH OF THE JOINT, INCLUDING THE SHAFT CORNERS (BY GC). - TOP AND BOTTOM WALL TRACKS SHOULD BE CAULKED ALONG THEIR ENTIRE LENGTH (BY GC). - ANY FLOOR DECKING PERPENDICULAR TO THE SHAFT SHOULD BE CAULKED. FILLING WITH ROCK WOOL OR FIRESAFING ( "MONOCOAT ") IS NOT ACCEPTABLE (BY GC). - ANY PENETRATIONS OF THE SHAFT CONSTRUCTION (DUCTWORK, CONDUIT, PIPING) SHOULD BE SEALED WITH FIRE CAULKING ON BOTH SIDES OF THE PENETRATION. - USE SECTION 909.5 OF THE 2006 IBC FOR MAXIMUM ALLOWABLE LEAKAGE AREA, FOLLOWING THE GUIDELINES FOR SMOKE BARRIER CONSTRUCTION. - ALL DOORS MUST BE PROVIEDED WITH TIGFIT FITTING GASKETS, AND OPEN AGAINST THE DIRECTION OF ROOM /SHAFT PRESSURE. 20. DAMPERS USED FOR OUTDOOR AIR INTAKE, EXHAUST, OR RELIEF SHALL HAVE THE FOLLOWING MAXIMUM LEAKAGE RATES AT 1" W.G. (PER AMCA STANDARD 500): MOTORIZED DAMPERS:10 CFM /S.F. GRAVITY DAMPERS: 20CFM /S.F. (40 CFM /S.F. FOR DAMPERS SMALLER THAN 24" IN EITHER DIMENSION). 21. OUTSIDE AIR INTAKE, EXHAUST, AND RELIEF DAMPERS SERVING CONDITIONED SPACES MUST BE MOTORIZED (FAIL CLOSED) PER WSEC 1412.4.1, EXCEPT AS ALLOWED BY WSEC. 22, RETURN AIR SHAFTS TO BE CONSTRUCTED BY THE G.C. TO WITHSTAND A MINIMUM 20 PSF DIFFERENTIAL PRESSURE ACROSS THE WALL. DIFFERENTIAL PRESSURE 15 BASED UPON THE MAXIMUM STATIC PRESSURE CAPABILITY OF FAN SYSTEMS SUBJECT TO AUTOMATIC DAMPER CLOSURE, 23 PRESSURIZATION SHAFTS SHALL BE CONSTRUCTED BY THE G.C. AS FOLLOWS: - SHAFTS SERVED BY PRESSURIZATION FANS RATED UP TO 1" STATIC PRESSURE TO BE CONSTRUCTED TO WITHSTAND 10 PSF DIFFERENTIAL PRESSURE. - SHAFTS SERVED BY PRESSURIZATION FANS RATED BETWEEN 1 -2.5" STATIC PRESSURE TO BE CONSTRUCTED TO WITHSTAND 20 PSF DIFFERENTIAL PRESSURE. - FOR SHAFTS SERVED BY PRESSURIZATION FANS RATED ABOVE 2.5" STATIC PRESSURE, CONTACT MECHANICAL ENGINEER. NAME TITLE TM0.01 SCHEDULES - HVAC TM0.02 SCHEDULES - HVAC TM2.03 3RD FLOOR PLAN - HVAC NAME TITLE TM2.05 ROOF PLAN - HVAC TM4.01 DETAILS - HVAC MAY 16 2009 PHONE NUMBER 206 - 768 -4000 253,680.3172 206.768.4270 206.768.3860 206.407.2620 CV of Tukwila FAX NUMBER 206 - 768 -4001 206.768.4271 206.768.3861 206.407.2621 LEGAL DESCRIPTION: BEGIN NW CORNER OF NE 1/4 OF SE 1/4 TFI S 89 -16 -35 E 100 FT TH S 24 -13 -53 E 969.61 FT TO POINT OF BEGINNING TH N 65 -46 -07 E 58.17 FT TH N 63 -32 -48 E 62.13 FT TH 5 22 -47 -01 E 21.44 FT TH N 65 -30 -25 E 199.33 FT TO POINT ON WLY R/W LINE OF PRIMARY STATE HIGHWAY NO 1 (SR 99) SOUTH 118TH ST TO JCT SSH NO 1 -K APPROVED JULY 23, 1957 TH FOLLOWING SAID WLY R/W LINE ALONG ARC OF 2805 FOOT RADIUS NON TANGENT CURVE TO RIGHT, CENTER BEARING 5 65 -44 -51 W, THRU C/A OF 1 -16 -30 DISTANCE OF 62.42 FT TH FOLLOWING SAID WLY R/W LINE N 67 -01 -21 E 10 FT TH FOLLOWING SAID WLY R/W LINE ALONG ARC OF 2815 FOOET RADIUS NON TANGENT CURVE TO RIGHT CENTER BEARING S 67 -01 -21 W THRU C/A OF 6 -31 -21 DISTANCE OF 320.45 FT TFI S 73 -32 -42 W 16.58 FT TH S 71 -35 -51 W 61.96 FT TH N 78 -38 -58 W 7.83 FT TH 5 75 -53 -44 W 106.07 FT TH N 05 -01 -10 W 18.41 FT TH S 82 -22 -27 W 64.93 FT TH S 63 -55 -24 W 58.16 FT TH N 24 -13 -53 W 334.22 FT TO POINT OF BEGINNING - LOT B OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO L98 -0033 RECORDING NO 9810059013 0 z IKLV!hVV :L) rOR CODE COMPLIANCE APPROVED Ocr2 - Of Tu wila F3U CHECKED BY: SHEET NUMBER: -6 DRAWING NUMBER: , ,, in Rx M CD ENGINEER: S HARGROVE I 1 1 1 1 1 21 0 1 0 SEPARATE PERMIT REQUIRED FOR: E3jvlochanical Electrical gifin Plumbing Gas Piping City of Tukwila BUILDING DIVISION OF T ovIIA CITY OCT 0 8 2008 PERMIT CENTER w w TM0.01 w 0 w a LAST REVISED: DATE PLOTTED: 10 -08 -08 B GEZ 10 -08 -08 CAD: ISSUE DATE: N BECKL 10 -08 -08 C -1542- 7386754 -00 BLDG B 12201 TU 'KWIL INTERNATIONAL LVD HWY 99 E MAY 16 ZOOJ MO8ZL13 COCA COVIPLIANCe OVER pC1 Z 7 Ot 1 acv ��,�stoo rtt1%O1 RECEIVED CITY OF TUKWILA OCT 0 8 2008 PERMIT CENTER NTS 0 ENGINEER: 0) 1 1 1 co z 0 z w c0 z _ Y LLI S HARGROVE CHECKED BY B GEZOI\ CAD: N BECKER DRAWING NUMBER: SHEET NUMBER: co co o ow cn (0 6' co N E w N 00 ALL co 0 E O 8 O W N o a; N- b N O C -1542- 7386754 -00 TM0.02 W O W 0 I-- 0 z LAST REVISED: 10 -08 -08 DATE P 10 -08 -08 ISSUE DATE: 1 0 -08 -08 0) 0) C oo CN CO 0 0 Q? 0 0 0 Jv I 0 N 1 /20NPW- /42C:OND.- 48x24 CAC1 XX/ 18x18 oCWS /CWR WATER SOURCE CP -1 4" CW 0 P7-3. oCWS /CWF SEE DETAIL P rO ROC F 2 TM4.01 ` - -PaJC TO CWR •O PIIC TO CWS •0 FO MAKE -UJP HATER ST O2N __ 7 '2 1/20 CWR CONTR L PANEL FUTURE 30 TON UNI 12 1/20 CWS —EXISTING CONDENSATE CRAC -8 SEE DETAIL 3- TM4.01 PROVIDE DRAIN PAN UNDER PIPE. ` -- EXISTING CONDENSATE i" COND. ''''EXISTING NON - POTABLE „ N P W .............. - ..... I tia IXI Li FA IXI - FUTURE 30 TON UNIT ra IXI FA IXI 48x30 FA IXI 8A IXI CAC5 19 -6 19 -0 27. -0 18 - 6 31 7 TO A ADD FLOOR DRAIN. FIELD TO f TO 'WASTE PIPE ON 2ND F 1�1 QUTE LOOR 30' -0" CD -1 36x16 2250 CEV s0- -_ 1--- 30x48 - 4507 - CTK4 l D -1 36x16 - 2750 -- C' 24x16 30' -0" —EXISTING NPW 35' -0" 5 � 30' -0" I 1 -fifq 30' 0" 5' 5" � - i Mob -2 6' 2" 1 RECEIVED CITY OF TUKINILA OCT 0 8 2000 PERMIT CENTER 1/8" 11 1 I 1 1 1 I 1 1 1 1 1 1 1 1 ENGINEER: CD z ... Lli < < „m 0 co a N W C\1 fn - co op co D rn Et F., r co C o a) ( x O L.L • m p c rn m0 0 0 o 0 N Q o 45 r 9 V-a O 0 0 0 TM2.03 w w 0 O LAST REVISED: 8 HARGROVE 10 -08 -08 CHECKED BY: DATE PLOTTED: B CEZON 10 -08 -08 CAD: ISSUE DATE: N BECKER 10 -08 -08 DRAWING NUMBER: 0- 1542 - -7386754 -00 SHEET NUMBER: (1.) 0 0 FN w A) C 1 ' 71 , , \ \ !,..._----34-x3.4 I1, ,s, I! .1... I 1 ! -----\ \ RISER DUCT , L '1 \ 1 4"ows/cw FCs 1 1 , ft Abiliqpcii{s9LATt_ 1r- VALVQS & OAF 41 LIN CWR1-421 L 11 ICWS —211 C -- CONDEIsl - SEE!! \ -SU •PP-EY-- -14CW=1 CR I .- E FU VA V 11T--- imommra I CG RTU 1 W 1- N DEN$E ETE R CWR — n ...... • ' : 4 ...... .......... ( 3 ---,,,,,,^- ........ -----y-L -^^^- • .^,.. ri 0 UNIT TO E LOCATED PER STRUCTURAL DRAWINGS ( 4 • -4- -V 0 DC-3 . ...... ______ .... ___________ . _ . I \ ^ ,• ------- [L C-2 1 DEMO EXITING UNIT & PIPE WT ADD DRAINS „„, .................. ° 1 t1 )1 ti 1 / r 1 I I ... 7 [1 7 Li • 1 x --.-.-- EL? (7.5 MAY 1 6 NW MOB 2 0 ( 8 RECEIVED CITY OF TUKWILA OCT 0 8 2008 PERMIT CENTER 1 8" = 1' —0" CO 0 0 CO 1.1.1 < w z Ct ENGINEER: CHECKED BY: SHEET NUMBER: CO z 0 s HARGROVE B GEZON CAD: N BECKER CD co or!) cp co co Cr) < ai a!) as CO LL cn Q a) -ci- C 0? • co < ( . 0 P_ • C • 45 C 0 COI 01 0 CL (f) 14_1 (1) 0 uJ CL I< 0 0 E 0 E 14.1 DRAWING NUMBER: 0-1542-7386754-00 TM2.05 cz) co 0) (/) 0 0 0 0 z Li) 0 w 0 DATE PLOTTED: z 0 0 H f2 CO z 0 0 0 0 Lll CO 0 z LAST REVISED: 1 0 — 08 — 08 10-08-08 ISSUE DATE: 1 0 08— 08 \ I i \ \ I (1.) 0 0 FN w A) C 1 ' 71 , , \ \ !,..._----34-x3.4 I1, ,s, I! .1... I 1 ! -----\ \ RISER DUCT , L '1 \ 1 4"ows/cw FCs 1 1 , ft Abiliqpcii{s9LATt_ 1r- VALVQS & OAF 41 LIN CWR1-421 L 11 ICWS —211 C -- CONDEIsl - SEE!! \ -SU •PP-EY-- -14CW=1 CR I .- E FU VA V 11T--- imommra I CG RTU 1 W 1- N DEN$E ETE R CWR — n ...... • ' : 4 ...... .......... ( 3 ---,,,,,,^- ........ -----y-L -^^^- • .^,.. ri 0 UNIT TO E LOCATED PER STRUCTURAL DRAWINGS ( 4 • -4- -V 0 DC-3 . ...... ______ .... ___________ . _ . I \ ^ ,• ------- [L C-2 1 DEMO EXITING UNIT & PIPE WT ADD DRAINS „„, .................. ° 1 t1 )1 ti 1 / r 1 I I ... 7 [1 7 Li • 1 x --.-.-- EL? (7.5 MAY 1 6 NW MOB 2 0 ( 8 RECEIVED CITY OF TUKWILA OCT 0 8 2008 PERMIT CENTER 1 8" = 1' —0" CO 0 0 CO 1.1.1 < w z Ct ENGINEER: CHECKED BY: SHEET NUMBER: CO z 0 s HARGROVE B GEZON CAD: N BECKER CD co or!) cp co co Cr) < ai a!) as CO LL cn Q a) -ci- C 0? • co < ( . 0 P_ • C • 45 C 0 COI 01 0 CL (f) 14_1 (1) 0 uJ CL I< 0 0 E 0 E 14.1 DRAWING NUMBER: 0-1542-7386754-00 TM2.05 cz) co 0) (/) 0 0 0 0 z Li) 0 w 0 DATE PLOTTED: z 0 0 H f2 CO z 0 0 0 0 Lll CO 0 z LAST REVISED: 1 0 — 08 — 08 10-08-08 ISSUE DATE: 1 0 08— 08 MA'S J 13 CWR -13 4-( ) CWR -15 CWR -21 CWR -14 CWS -14 CWR -21 FLUID COOLER CWR -05 CWS -03 CWS -02 CWS -04 2 -1/2" CWS 2 -1/2" CWR CWR — 16 ICWR -1 1_1 6 " CWS -1 1 r c ) P T I I X1 <54- PT 6" 6" FUTURE 6" FUTURE 3RD FLOOR EXPANSION TANK CONTROLS INTERLOCK WIRING, INDOOR TO OUTDOOR UNIT (BY TEMP CONTROLS CONTRACTOR) CWS -01 CWS -15 T ET -11 CWR -081 CWS -081 CWS — `I 0 {CWS - CW S -16] //////iaiiaooiii /////////// / / ADD AUTOMATIC AIR VENT x x x x x x x x x x x x x x a x / / DISTRIBUTION PUMP 2 " CWS PRV SET (9) TO 50 PSIG PAN X x LIEBERT PIPING CONNECTIONS DETAIL SCALE: NTS X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x {� 3" CWR 3" CWS C -03] SET © 20 PSIG 1 /2" NON— POTABLE COLD WATER LINE FROM TO CRAC — 7 FROM 3/4" NPW 0 ----60 PSIG N —_02 3/4" PUMPED CONDENSATE DISCHARGE LINE CONTINUES TO (E) MOP BASIN ICWR -18 CWS -18 PT III TRIPLE DUTY VALVE CHILLED WATER COOLING PIPING DIAGRAM Scale: NTS 4" CWR ICWR -20 4" CWR CIRCUIT SETTER WITH BUTTERFLY VALVE CWR ICWS -201 14" CWR x x x x x x x x x x xI X ^ x lK x x I x x x x () CWR 1 ICWS -19 i —19 I 4" CWR 1 4" CWR 21" CWR ICWR -1 T HANGERS— BUTTERFLY VALVE BALL VALVE W/ 3/4" HOSE ADAPTOR I CWR -091 x x x x x CRAC — 8 ii CIRCUIT SETTER - PRESSURE GAUGE (0 -60 PSI) TAP SUCTION DIFFUSER W/ STRAINER EC-2 ICWS -09 NP -05 ICWS-1 7 SEE DETAIL 2— TM4.01 X x NPW TO EXIST. NPW SOLENOID VALVE ROOF NP -03 CWS -07_ NEOPRENE PAD W/ GROMMET AS PER EQUIPMENT SCHEDULE, BOLT ISOLATORS TO FLOOR " COND. TO EXIST COND. MO8 z BUTTERFLY VALVE W/ MEMORY STOP SILENT CHECK VALVE 1--I TRIPLE DUTY VALVE FLEX CONN (TYP) REDUCER IF REQUIRED N.T.S. NOTE: TRIPLE DUTY VALVE MAY BWE SUBSTITUTED FOR DISCHARGE CHECK VALVE AND CIRCUIT SETTER, CLOSE- COUPLED END SUCTION CENTRIFUGAL PUMP DETAIL CODE COMPLIANCE APPROVE OCI Y.?, 703 City Of Tukwila BUILDING t VISION MAY 10 2009 RECEIVED CITY OF TUKWILA OCT 0 8 2008 PERMIT CENTER 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 w LO 0 0 I 0 co 0 0 cu . r--- a4 (9 C) < a iQ K:. N co 1 ro 1 CO U_ 0 co a :1f; U CI co a) o crn w� CI ° :. v tv CD aj T o 2 w i ENGINEER: CHECKED BY: B GEZON CAD: N BECKER DRAWING NUMBER: SHEET NUMBER: f cn w 0 c. a_ 9 0 0 w LT_ w WRIMO ra ISSUE DATE: C -1542- 7386754 -00 TM4.01 w `‹ H i I ll! li $59. . :∎ O 1 i hi4h. z LAST REVISED: S HARGROVE 10 -08 -08 DATE PLOTTED: 10 -08 -08 10 -08 -08