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Permit M13-105 - DIGITAL FORTRESS - ALTERATION
DIGITAL FORTRESS 12101 TUKWILA INTERNATIONAL BL M13-105 City oillf ukwila • 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 MECHANICAL PERMIT Parcel No.: 0923049031 Address: 12101 TUKWILA INTERNATIONAL BL TUKW Project Name: DIGITAL FORTRESS Permit Number: M13-105 Issue Date: 07/24/2013 Permit Expires On: 01/20/2014 Owner: Name: INTERNATIONAL GATEWAY WEST Address: 12201 TUKWILA INTERNATIONAL BLVD , SEATTLE WA 98168 Contact Person: Name: JARED SHEEKS Address: 7717 DETROIT AV SW , SEATTLE WA 98106 Email: JARED.SHEEKS@MACMILLER.COM Contractor: Name: MACDONALD/MILLER FAC SOL INC Address: PO BOX 47983 , SEATTLE, WA 98106 Contractor License No: MACDOFS980RU Phone: 206 768-3806 Phone: 206-768-4180 Expiration Date: 01/03/2015 DESCRIPTION OF WORK: INSTALL (3) NEW SUPPLY DUCTS CONNECTED TO THE EXISTING LARGE ROOFTOP DUCT. ROUTE DUCTS THROUGH NEW ROOM PENETRATIONS AND INTO THE SW SECTION OF THE DATA CENTER. INSTALL (3) SMOKE DAMPERS FOR FIRE PROTECTION ISOLATION. CONNECT DUCTS TO EXISTING SERVER DIFFUSERS. ENLARGE (1) EXISTING ROOFTOP DUCT PENETRATION INTO THE EXISTING SHEETROCK SUPPLY PLENUM. Value of Mechanical: $55,150.00 Fees Collected: $858.56 Type of Fire Protection: UNKNOWN International Mechanical Code Edition: 2009 Electrical Service Provided by: Permit Center Authorized Signature: Date: 07/yY/_3 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this mechanical permit and agree to the conditions on the back of this permit. Signature: Print Name: Date: '77 (74/3 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. nn1z_1nc Printed• 07-24-2013 PERMIT CONDITIONS Permit No. M13-105 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: Readily accessible access to roof mounted equipment is required. 6: 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. 7: 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. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 10: 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. doc: IMC -4/10 M13-105 Printed: 07-24-2013 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit. No. O I Project No. Date Application Accepted: Date Application Expires: (For office use only) MECHANICAL PERMIT APPLICATION 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** King Co Assessor's Tax No.: 0923049309 Site Address: 12101 Tukwila Int'1 Blvd Tukwila, WA 98188 Suite Number: 400 Floor: 4 & RF DIGITAL FORTRESS Tenant Name: PROPERTY OWNER Name: DIGITAL FOREST, INC Address: 12101 TUKWILA INT'L BLVD STE# 410 City: TUKWILA State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: JARED SHEEKS Address: 7717 DETROIT AVE SW City: SEATTLE State: WA Zip: 98106 Phone: (206) 768-3806 Fax: (206) 768-3807 Email: ,jared.sheeks@macmiller.com New Tenant: ❑ Yes m..No MECHANICAL CONTRACTOR INFORMATION Company Name: MACDONALD MILLER Address: 7717 DETROIT AVE SW City: SEATTLE State: WA Zip: 98106 Phone: (206) 768-4278 Fax: (206) 768-4279 Contr Reg No.: MACDOFS980RU Exp Date: 12/31/2013 Tukwila Business License No.: BUS -0100868 Valuation of project (contractor's bid price): $ 55,150 Describe the scope of work in detail: Install (3) new Supply Ducts connected to the existing large Rooftop Duct. Route ducts through new Roof penetrations & into the SW section of the Data Center. Install (3) Smoke Dampers for Fire Protection Isolation. Connect ducts to existing server Diffusers. Enlarge (1) existing Rooftop Duct penetration into the existing sheetrock Supply Plenum. Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement IZI Fuel Type: Electric m Gas ❑ Other: H:\Applications\Forms-Applications On Line\201 I Applications\Mechanical Permit Application Revised 8.9-1 I.docx Revised: August 2011 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu 2 Furnace >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 Unit Type Qty Air handling unit 2 >10,000 cfm Evaporator cooler Ventilation fan connected to single duct Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper 2 Diffuser Thermostat Wood/gas stove Emergency generator Other mechanical equipment Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu PERMIT APPLICATION NOTES - Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building 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. BUILDII�i WNER OR AUTHOR AGENT: Signature: Date: 06/06/2013 Print Name: DARLA DOLL Day Telephone: (206) 768-4278 Mailing Address: 7717 DETROIT AVE SW SEATTLE WA 98106 City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Mechanical Permit Application Revised 8.9-I I.docx Revised: August 2011 bh Page 2 of 2 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.TukwilaWA.gov RECEIPT Parcel No.: 0923049031 Permit Number: M13-105 Address: 12101 TUKWILA INTERNATIONAL BL TUKW Status: PENDING Suite No: Applied Date: 06/06/2013 Applicant: DIGITAL FORTRESS Issue Date: Receipt No.: R13-01830 Payment Amount: $858.56 Initials: JEM Payment Date: 06/06/2013 12:39 PM User ID: 1165 Balance: $0.00 Payee: MACDONALD-MILLER FACILITY SOLUTIONS, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3644 858.56 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES PLAN CHECK - NONRES 000.322.102.00.00 686.85 000.345.830 171.71 Total: $858.56 a De..e;..+ nc Printori• nR_fR_9M3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit M `3' PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 P oject: / t Type �f In_ pection: Address: 1 PJ01.-C-1- ' JSpecial Date Called: SpecialInstructions: Date Wanted: O -Z%' 2 p.m. Requester: PhoNo:ne - -3cr6.,-1as 7 ``pproved per applicable codes. tj Corrections required prior to approval. COMMENTS: kRA/0110a, — Nji,11 4 Qt (de. ,-, ,,,41 CAA Dat5 n REI(. PECTION FEE REQ I IRED. Prior to n4xt inspection. fee must be a+dat 6300 Southcenter E3lvd., Suite 100. Call to schedule reinspection. (M3- /CO CZ)MacDonald -Miller FACILITY SOLUTIONS etr,.Tis - a /s1/43 NEBB CERTIFIED TEST, ADJUST & BALANCE REPORT FOR DIGITAL FORTRESS DC1 SW COOLING CAPACITY UPGRADES - EVALUATION TESTING JOB# 733-6450 12101 TUKWILA INTERNATIONAL BLVD., SUITE #410 SEATTLE WA 98168 THE DATA PRESENTED IN THIS REPORT IS A RECORD OF SYSTEM MEASUREMENTS AND FINAL ADJUSTMENTSTHAT HAVE BEEN OBTAINED IN ACCORDANCE WITH THE CURRENT EDITION OF THE NEBB PROCEDURAL STANDARDS FOR TESTING, ADJUSTING, AND BALANCING OF ENVIRONMENTAL SYSTEMS. ANY VARIANCES FROM DESIGN QUANTITIES, WHICH EXCEED NEBB TOLERANCES, ARE NOTED IN THE TEST -ADJUST- BALANCE REPORT PROJECT SUMMARY. SUBMITTED & CERTIFIED BY: MR BRIAN WHEELER, NEBB SUPERVISOR REPORT DATE: 07-18-13 Certification Expiration Date: March 31, 2014 FIELD FOREMAN: RON LANDBERG-NEBB SUPERVISOR FIELD TECHNICIAN: BRADLEY SHARP-NEBB CERTIFIED TECHNICIAN/CXA MACDONALD-MILLER FACILITY SOLUTIONS MECHANICAL SERVICES #2661 7717 DETROIT AVENUE SW SEATTLE, WASHINGTON 98106 PHONE: (206) 763-9400 FAX: (206) 767-6773 <=0MacDonald -Miller FACILITY SOLUTIONS TAB/TESTING REPORT SUMMARY DIGITAL FORTRESS DCI SW COOLING CAPACITY UPGRADES JOB # 7336450 1) General Notes a) HVAC testing was completed 7-18-13 b) TAB work was in accordance with NEBB procedural standards. c) Outlet volumetric flow rates were measured by use of a calibrated Flow Hood/Velgrid. d) Design information was obtained from mechanical drawings, submittals, specifications, or shop drawings as available. 2) Scope of work a) Test of Balance of the air distribution systems within the TI area. b) Basic function testing before and after the work c) Documentation of any deficiencies and to provide a certified balance report. 3) Description of the System a) Multiple systems serve shared plenums that provide cooled and conditioned air to the various heat load within the facility b) Life boats ( Open taps to the space) are installed and can be opened in emergencies to dump air into the space 4) TAB Procedures Summarized a) Outlet testing was done with a Flow Hood where possible and then a Velgrid with a .96Ak. b) The grill with the lowest flow is 100% open and was used for balance reference c) Baseline was established with all units running as designed after the duct modifications were complete d) Verified Row 4 was closed and that the branch damper was shut completely e) Determined that rows 1,5 &7 would be used for the test subjects for the evaluation f) Life boats were left open for 2 rounds of testing to determine their effectiveness and how much degradation to the primary system distribution they cause 5) Other miscellaneous notes a) Balancing was done under the direct supervision of the Building Engineer (Kevin Teker) who witnessed results. b) Overall the establishment of the increased was a success with much more uniform temperatures and no objectionable noise or drafts present c) OSA was previously set by others for the entire plenum and was not part of this scope d) EF and CRACs were not included in this scope of work Field Technician: Bradley Sharp (Test and Balance) Pg. l CDMacDonald -Miller FACILITY SOLUTIONS ABBREVIATIONS AC BDD BHP B.S. CEG CRG CFM CHWR CHWS CSD CWR CWS DD DP DIFF DMPR DNA DNL DNT DWDI EAT (DB) EAT (WB) EC EF EG ESP EWT FPM FH GPM HF AIR CONDITIONING UNIT BACK DRAFT DAMPER BRAKE HORSEPOWER BIRD SCREEN CEILING EXHAUST GRILLE CEILING RETURN GRILLE CUBIC FEET PER MINUTE CHILLED WATER RETURN CHILLED WATER SUPPLY CEILING SUPPLY DIFFUSER CONDENSER WATER RETURN CONDENSER WA [ ER SUPPLY DIRECT DRIVE DIFFERENTIAL PRESSURE DIFFUSER DAMPER DATA NOT AVAILABLE DATA NOT LISTED DATA NOT TAKEN DOUBLE WIDTH DOUBLE INLET ENTERING AIR TEMP. (DRY BULB) ENTERING AIR TEMP. (WET BULB) EGG -CRATE RETURN EXHAUST FAN EXHAUST GRILLE EXTERNAL STATIC PRESSURE ENTERING WATER TEMPERATURE FEET PER MINUTE FUME HooD GALLONS PER MINUTE HEPA FILTER HP HP HWR HWS 1NAC LAT (DB) LAT (WB) LD LWT MAX MIN 0 OBD OD OSA RA REQ'D RH RTU SA SP SWG SWR SWSI T TSP T.P. T -STAT TYP 0 V.D. HORSEPOWER HEAT PUMP AIR CONDITIONING UNIT HEATING WATER RETURN HEATING WATER SUPPLY INACCESSIBLE LEAVING Am TEMP. (DRY BULB) LEAVING AIR TEMP. (WET BULB) LINEAR DIFFUSER LEAVING WATER TEMPERATURE MAXIMUM MINIMUM WIDE OPEN DAMPER / AIR PATH OPPOSED BLADE DAMPER OUTSIDE DIAMETER OUTSIDE AIR RETURN AIR REQUIRED RELATIVE HUMIDITY ROOFTOP UNIT SUPPLY Am STATIC PRESSURE SIDE WALL GRILLE SIDE WALL REGISTER SINGLE WIDTH SINGLE INLET OUTLET NEAREST THERMOSTAT TOTAL STATIC PRESSURE THERMALLY PROTECTED THERMOSTAT OR SENSOR TYPICAL VOLTAGE PHASE / DUCT DIAMETER VOLUME DAMPER Pg. 1 Project Job Number lacDD one0d1-G`ry ODOceQ G=ACOLOTY SOLUJTOOI1S DF DC1 SW Cool Cap Upgrades 7336450 Area Served Air Outlet Test Report System Baseline - ALL SYSTEMS Outlet Design Preliminary Final Percent of Design No. 1 Type 1 Size 1 Ak Vel. 1 Flow Vel. 1 Flow Vel. 1 Flow 11 Row 1 I LBOpen LBCIosed Row 1 Row 5 1 CD 24x24 Hood Hood 400 400 525 485 627 157% Row 1 Row 5 2 CD 24x24 Hood Hood 400 400 618 210 693 173% Row 1 Row 5 3 CD 24x24 Hood Hood 400 400 625 410 718 180% Row 1 Row 5 4 CD 24x24 Hood Hood 400 400 622 190 702 176% Row 1 Row 5 5 CD 24x24 Hood Hood 400 400 678 267 774 194% Row 1 Row 5 6 CD 24x24 Hood Hood 400 400 709 92 831 208% Row 1 Row 5 7 CD 24x24 Hood Hood 400 400 720 33 816 204% Row 1 Row 5 8 CD 24x24 Hood Hood 400 400 714 459 808 202% Row 1 Row 5 9 CD 24x24 Hood Hood 400 400 380 348 411 103% Row 1 Row 5 10 CD 24x24 Hood Hood 400 400 228 353 265 66% Row 1 Row 5 11 CD 24x24 Hood Hood 400 400 548 526 619 155% Row 1 Row 5 12 CD 24x24 Hood Hood 400 400 472 241 538 135% Row 1 Row 5 13 CD 24x24 Hood Hood 400 400 535 294 608 152% Row 1 Totals 5200 3908 4105 79% 14 CD 24x24 Hood 400 390 455 114% Totals Remarks: 5600 7764 158% Row 5 I LBOpen LBCIosed Row 5 1 CD 24x24 Hood 400 485 483 121% Row 5 2 CD 24x24 Hood 400 210 228 57% Row 5 3 CD 24x24 Hood 400 410 433 108% Row 5 4 CD 24x24 Hood 400 190 185 46% Row 5 5 CD 24x24 Hood 400 267 302 76% Row 5 6 CD 24x24 Hood 400 92 125 31% Row 5 7 CD 24x24 Hood 400 33 30 8% Row 5 8 CD 24x24 Hood 400 459 459 115% Row 5 9 CD 24x24 Hood 400 348 351 88% Row 5 10 CD 24x24 Hood 400 353 376 94% Row 5 11 CD 24x24 Hood 400 526 555 139% Row 5 12 CD 24x24 Hood 400 241 251 63% Row 5 13 CD 24x24 Hood 400 294 327 _ 82% Totals 5200 3908 4105 79% Remarks: Test Date 18 -Jul Readings By BWS Page: 1 Project Job Number ill ecDorrpalld- l UUUeP FACULUTV SOLUTi1O S DF DC1 SW Cool Cap Upgrades 7336450 Area Served Air Outlet Test Report System Baseline - ALL SYSTEMS Outlet Design Preliminary Final Percent of Design No. 1 Type 1 Size 1 Ak Vel. 1 Flow Vel. 1 Flow Vel. 1 Flow Row 7 I LBOpen LBCIosed Row 7 1 CD 24x24 Hood 400 704 756 189% Row 7 2 CD 24x25 Hood 400 867 904 226% Row 7 3 CD 24x26 Hood 400 912 929 232% Row 7 4 CD 24x27 Hood 400 790 839 210% Row 7 5 CD 24x28 Hood 400 567 601 150% Row 7 6 CD 24x29 Hood 400 869 929 232% Row 7 7 CD 24x30 Hood 400 706 746 187% Row 7 8 CD 24x31 Hood 400 779 788 197% Row 7 9 CD 24x32 Hood 400 682 718 180% Row 7 10 CD 24x33 Hood 400 670 687 172% Row 7 11 CD 24x34 Hood 400 747 765 191% Row 7 12 CD 24x35 Hood 400 311 329 82% Row 7 13 CD 24x36 Hood 400 230 249 62% Totals Remarks: 5200 8834 9240 178% Test Date 18 -Jul Readings By BWS Page: 2 Project Job Number FACILITY SOLUTOO S DF DC1 SW Cool Cap Upgrades 7336450 Area Served System Air Outlet Test Report AC -1 Fail Outlet Design Preliminary o Final Percent of Design No. 1 Type 1 Size 1 Ak Vel. 1 Flow Vel. 1 Flow Vel. 1 Flow Row 1 LBOpen LBCIosed Row 1 Row 5 1 CD 24x24 Hood Hood 400 400 187 305 327 82% Row 1 Row 5 2 CD 24x24 Hood Hood 400 400 225 139 378 95% Row 1 Row 5 3 CD 24x24 Hood Hood 400 400 231 250 383 96% Row 1 Row 5 4 CD 24x24 Hood Hood 400 400 231 124 366 92% Row 1 Row 5 5 CD 24x24 Hood Hood 400 400 239 162 393 98% Row 1 Row 5 6 CD 24x24 Hood Hood 400 400 260 81 414 104% Row 1 Row 5 7 CD 24x24 Hood Hood 400 400 249 0 415 104% Row 1 Row 5 8 CD 24x24 Hood Hood 400 400 251 290 408 102% Row 1 Row 5 9 CD 24x24 Hood Hood 400 400 133 223 208 52% Row 1 Row 5 10 CD 24x24 Hood Hood 400 400 99 214 131 33% Row 1 Row 5 11 CD 24x24 Hood Hood 400 400 206 334 324 81% Row 1 Row 5 12 CD 24x24 Hood Hood 400 400 172 166 262 66% Row 1 Row 5 13 CD 24x24 Hood Hood 400 400 192 171 304 76% Row 1 Totals 5200 2459 2430 14 CD 24x24 Hood 400 149 218 55% Totals Remarks: 5600 2824 4531 81% Row 5 1 LBOpen LBCIosed Row 5 1 CD 24x24 Hood 400 305 280 70% Row 5 2 CD 24x24 Hood 400 139 129 32% Row 5 3 CD 24x24 Hood 400 250 226 57% Row 5 4 CD 24x24 Hood 400 124 129 32% Row 5 5 CD 24x24 Hood 400 162 153 38% Row 5 6 CD 24x24 Hood 400 81 103 26% Row 5 7 CD 24x24 Hood 400 0 43 11% Row 5 8 CD 24x24 Hood 400 290 269 67% Row 5 9 CD 24x24 Hood 400 223 211 53% Row 5 10 CD 24x24 Hood 400 214 214 54% Row 5 11 CD 24x24 Hood 400 334 318 80% Row 5 12 CD 24x24 Hood 400 166 176 44% Row 5 13 CD 24x24 Hood 400 171 179 45% Totals 5200 2459 2430 47% Remarks: Test Date 18 -Jul Readings By BWS Page: 3 Project Job Number acDD onekl-G`v OlDev IFACOLOTY SOLQTOONS DF DC1 SW Cool Cap Upgrades 7336450 Area Served System Air Outlet Test Report AC -1 Fail Outlet Design Preliminary Final Percent of Design No. 1 Type 1 Size 1 Ak Vel. 1 Flow Vel. 1 Flow Vel. 1 Flow I Row 7 1 LBOpen LBCIosed Row 7 1 CD 24x24 Hood 400 329 289 72% Row 7 2 CD 24x24 Hood 400 435 395 99% Row 7 3 CD 24x24 Hood 400 446 391 98% Row 7 4 CD 24x24 Hood 400 390 338 85% Row 7 5 CD 24x24 Hood 400 304 307 77% Row 7 6 CD 24x24 Hood 400 433 403 101% Row 7 7 CD 24x24 Hood 400 369 328 82% Row 7 8 CD 24x24 Hood 400 415 359 90% Row 7 9 CD 24x24 Hood 400 357 340 85% Row 7 10 CD 24x24 Hood 400 337 307 77% Row 7 11 CD 24x24 Hood 400 369 322 81% Row 7 12 CD 24x24 Hood 400 149 139 35% Row 7 13 CD 24x24 Hood 400 119 107 27% Totals Remarks: 5200 4452 4025 77% Test Date 18 -Jul Readings By BWS Page: 4 Project Job Number IFACILOTV SOLQJTOONS DF DC1 SW Cool Cap Upgrades 7336450 Area Served System Air Outlet Test Report AC -5 Fail Outlet Design Preliminary Final Percent of Design No. 1 Type 1 Size 1 Ak Vel. 1 Flow Vel. 1 Flow Vel. 1 Flow Row 1 LBCIosed Row 1 Row 5 1 CD 24x24 Hood Hood 400 400 478 120% Row 1 Row 5 2 CD 24x24 Hood Hood 400 400 562 141% Row 1 Row 5 3 CD 24x24 Hood Hood 400 400 583 146% Row 1 Row 5 4 CD 24x24 Hood Hood 400 400 550 138% Row 1 Row 5 5 CD 24x24 Hood Hood 400 400 603 151% Row 1 Row 5 6 CD 24x24 Hood Hood 400 400 635 159% Row 1 Row 5 7 CD 24x24 Hood Hood 400 400 647 162% Row 1 Row 5 8 CD 24x24 Hood Hood 400 400 635 159% Row 1 Row 5 9 CD 24x24 Hood Hood 400 400 337 84% Row 1 Row 5 10 CD 24x24 Hood Hood 400 400 189 47% Row 1 Row 5 11 CD 24x24 Hood Hood 400 400 486 122% Row 1 Row 5 12 CD 24x24 Hood Hood 400 400 407 102% Row 1 Row 5 13 CD 24x24 Hood Hood 400 400 473 118% Row 1 Totals 5200 3200 14 CD 24x24 Hood 400 355 89% Totals 5600 6640 124% Remarks: Row 5 LBCIosed Row 5 1 CD 24x24 Hood 400 394 99% Row 5 2 CD 24x24 Hood 400 172 43% Row 5 3 CD 24x24 Hood 400 331 83% Row 5 4 CD 24x24 Hood 400 152 38% Row 5 5 CD 24x24 Hood 400 216 54% Row 5 6 CD 24x24 Hood 400 98 25% Row 5 7 CD 24x24 Hood 400 26 7% Row 5 8 CD 24x24 Hood 400 379 95% Row 5 9 CD 24x24 Hood 400 279 70% Row 5 10 CD 24x24 Hood 400 279 70% Row 5 11 CD 24x24 Hood 400 421 105% Row 5 12 CD 24x24 Hood 400 221 55% Row 5 13 CD 24x24 Hood 400 232 58% Totals 5200 3200 62% Remarks: Test Date 18 -Jul Readings By BWS Page: 5 Project Job Number FACIILOTY SOLUTOONS DF DC1 SW Cool Cap Upgrades 7336450 Area Served System Air Outlet Test Report AC -5 Fail Outlet Design,Preliminary Row 7 Final Percent of Design No. 1 Type 1 Size 1 Ak Vel. 1 Flow Vel. 1 Flow Vel. J Flow 11 Row 7 1 LBClosed Row 7 1 CD 24x24 Hood 400 536 134% Row 7 2 CD 24x24 Hood 400 ' 682 171% Row 7 3 CD 24x24 Hood 400 697 174% Row 7 4 CD 24x24 Hood 400 575 144% Row 7 5 CD 24x24 Hood 400 441 110% Row 7 6 CD 24x24 Hood 400 676 169% Row 7 7 CD 24x24 Hood 400 542 136% Row 7 8 CD 24x24 Hood 400 616 154% Row 7 9 CD 24x24 Hood 400 522 131% Row 7 10 CD 24x24 Hood 400 493 123% Row 7 11 CD 24x24 Hood 400 551 138% Row 7 12 CD 24x24 Hood 400 223 56% Row 7 13 CD 24x24 Hood 400 198 50% Totals Remarks: Test Date 18 -Jul 5200 6752 130% Readings By BWS Page: 6 CZ:Zo MacDonald-Miller FACILITY SOLUTIONS MacDonald Miller Facility Solutions Calibration Certification 2013 Calibration Tool# Model# Serial# By Instrument Calibration Date Calibration Due Rotating Measurement 1003510 461995 Q342831 Davis Inotek 6/10/2013 6/10/2014 Temperature Measurement Air 1009459 ADM -860C M13055 Shortridge 2/5/2013 2/5/2014 Temperature Measurement H2O 80PK5A Mac 63690 NSN 7458111 Davis Inotek 6/11/2013 6/11/2014 Electrical Measurement 1003918 Fluke 902 94710185 Davis Inotek 6/10/2013 6/10/2014 Temperature Measurement Air 1009459 ADM -860C M13055 Shortridge 2/5/2013 2/5/2014 Air Velocity Measurement 1009459 ADM -860C M13055 Shortridge 2/5/2013 2/5/2014 Temperature Measurement Air 1009459 ADM -880C M13055 Shortridge 2/5/2013 2/5/2014 Humidity Measurement 1005875 TSI 9555-P 9555P0841032 TSI 8/29/2012 8/29/2013 Hydronic Pressure Measurement 1003731 HM670 70725068 Alnore 10/12/2012 10/12/2013 Hydronic Differential Pressure Measurement 1003731 HM670 70725068 Alnore 10/12/2012 10/12/2013 6/17/2013 S:\FieldEng\NEBB TAB(D)\Tools\Calibration Certification NATIONAL ENVIRONMENTAL BALANCING BUREAU eaittcate ge,j,tici art eegtit katea4 Bradley Sfiar_p with AlacDonaldilIilkr_facility Solutions has certified as a NEBB Testing, Adjusting and Balancing (TAB) Technician for Air and Hydronic Environmental Systems .vlarch 31, 2014 • NEBB President January 5, 2012 Date Expiration Date Chapter President • iff `' Date Certified Professional's Stamp a,tWt Certification TESTING, ADJUSTING AND BALANCING BUREAU 'THE PROFESSIONAL'S CHOICE"' Sfeet JYtetal and .fir Conditioning Industry This certifies that Bradley Sharp Has successful y compCeteithie requirements for'lABB Commissioning Supervisor December 30, 2011 CX977756S Certification # December 30, 2011 Valid Date December 31, 2013 Expiration Date • 11 ,�J C ))• 0M,a00441 ({ Valid during qualified employment •9u Management Co -Chairman Administrator of TABB ENW STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. FILE COPY INTERGATE WEST BUILDING C 12101 TUKWILA INT'L. BLVD. TUKWILA, WA STRUCTURAL CALCULATIONS AND DRAWINGS FOR ROOFTOP DUCT OPENING REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 2 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 1 2 2013 PERMIT CENTER 2006 International Building Code 00 fl R E CT ION June 20, 2013 LI R# ENW Project No. 09053007 .• AA 15 [06 • 9725 Third Avenue NE . Seattle, WA 98115 . 206.525.7560 . fax 206.522.6698 www.engineersnw.com II1N\/ ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 9725 THIRD AVE NE, Sura: 207, SEArrLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 PROJECT # j PRO.IEcr "Nriz f�A1"F WEST QLn v C. DATE 6 /2.o /zc U . SUBJECT tl)L-T OPEN \ N C� SHEET bC) OF By H. IKE-b� u6 I,vs'(I,t ►J G tJE �J (A!G ..12UCV ') L.r. r- 36 r L (We. n.,.„ NEW 40x24 SL 2" SUPPLY DUCT DN NEN CONDENSATE LINE THRU ROOF _.. ..._..,'F DRAIN - 1)" PVC 260 SUPPLY —' DUCT DN ZN ° '11: I NEW/•36x432 SL 'I DN I, ,THRU ROOF • -48x24 SL 2",uN AC -1 1 (EXISTING) NEW 40x24 SL 2" D ° - - - - THRU Rn OF I EXIST! G 3/1"NPCW, CONNECTED TO HUMID -IER (TYP-) EC - 260 SUPPLY DUCT DN EXISTING SCREENWALLJ INCREASE PLENUM PENETRATION TO 56x56 SL 2" RADIUS ELBOW W/SPLITTER VA LRj4U- I I (E4 STING) 0: 0 HVU-i (EXISTING) 3/, EXISTING ELEC' II I� II I I I I 1 I I I I I I I I I� • I AC -‘5 • roo F 1) VSE sV r,J? b›TA (L DI v r\1 f\J (4- • E.0 L An G \ }J G 2) J Li) '((- I.Flc Al t;.• pIM'. (01 (:),• PRI o2 7b ; Cc,? rUCIKV01 o4fi. A 21 // r `7-t!141 .121M d ( o1J _ 5A,5 'f IreTrR(24\T-E_ 0Es 1. EU 1 t -AD\. t(a ( ENG'D: \-1 I1<1 bA DWN: FooF or Uv LT wc?P-k JOB NO: ()Nos 3 DATE: 66;115 SHEET: 1) 1 Engineers Northwest Inc., P.S. 9725 Third Ave NE, Suite 207, Seattle, WA 98115 Ph: (206)525-7560, Fax: (206)522-6698 www.engineersnw.com A 1f y (A)TE 6/NT'�= \A) '"> 2' c2MI Ur' 1 PI C ( ENG'D: .. [ <<.?. Di,, DWN: g00r i['(2 puti- kic�P tc,. JOB NO: 070.c DATE: Gb 0 // l� SHEET: 7Ph: Engineers Northwest Inc., P.S. 9725 Third Ave NE, Suite 207, Seattle, WA 98115 (206)525-7560, Fax: (206)522-6698 www.engineersnw.com ENWENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS PROJECT # ( ° ''J SUBJECT 9725 Timm Avi: NE, Sum?. 207, SE,vrri.E, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT / til i �6/� I r W L'-S'II `3 l _Yb C-, (' _ DATE b /20 /z.0 k 1A L -C_ FOR q"? 5-4" tU (i . o 17 E N i" J C� . SHEET -4 -LL By H 1')A :PST: 3h 1t9 /(7-0' • burr or�N\ G 5PA .1 v 1 l J 5 Ps sly i /;T A N. -1\1 ,5!1-0-E,5S 0 -AT 1 p D 3 ci ZZ c : - SHG 4 ei/60-16. 0.03a Title Block Line 1 You can change this area using the °Settings° menu item and then using the °Printing & Title Block° selection. Title Block Line 6 Project Title: Engineer: Project Descr: Project ID: 51-1 ci -r c2 Printed: 20 JUN 2013. 11:41 NJ Steel Beam File = C:IPROGRA-21ENERCA-2 ENERCALC, INC. 1983-2013, Build:6.13.5.15, Ver:6.13.5.15 Lic. # : KW -06006898 Description : --None-- CODE REFERENCES tcensee : • Calculations per AISC 360-05 Load Combination Set : ASCE 7-02 Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending Load Combination ASCE 7-02 Applied Loads Fy : Steel Yield : E: Modulus : D(0.036) 50.0 ksi 29,000.0 ksi D(0.03503)140.05838) • • • Span = 5.0 ft L3x3x3/16 Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.03503, Lr = 0.05838 k/ft, Tributary Width = 1.0 ft Uniform Load : D = 0.0360 klft, Tributary Width = 1.0 ft, (DUCT Weight) DESIGN SUMMARY Maximum Bending Stress Ratio = 0.392: 1 Maximum Shear Stress Ratio = Section used for this span L3x3x3/16 Section used for this span Ma : Applied 0.404 k -ft Va : Applied Mn / Omega : Allowable 1.031 k -ft Vn/Omega : Allowable Load Combination +D+Lr+H Load Combination Location of maximum on span 2.500ft Location of maximum on span Span # where maximum occurs Span # 1 Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.030 in Ratio = 0.000 in Ratio = 0.067 in Ratio = 0.000 in Ratio = 1,993 0 <360 899 0 <180 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Segment Length Span # M V Mmax + Mmax - Ma - Max Mnx Mnx/Omega Cb Rm D Only Dsgn. L = 5.00 ft 1 0.215 0.018 0.22 +D+L+H Dsgn. L = 5.00 ft 1 0.215 0.018 0.22 +D+Lr-'H Dsgn. L = 5.00 ft 1 0.392 0.032 0.40 +D+S+H Dsgn. L = 5.00 ft 1 0.215 0.018 0.22 +D+0.750Lr+0.750L+H Dsgn. L = 5.00 ft 1 0.348 0.028 0.36 +D+0.750L+0.750S+H Dsgn. L = 5.00 ft 1 0.215 0.018 0.22 +D+W+H Dsgn. L = 5.00 ft 1 0.215 0.018 0.22 +D+0.70E+H Dsgn. L = 5.00 ft 1 0.215 0.018 0.22 +D+0.750Lr+0.750L+0.750W+H Dsgn. L = 5.00 ft 1 0.348 0.028 0.36 +0+0.750Lr+0.750L+0.5250E+H Dsgn. L = 5.00 ft 1 0.348 0.028 0.36 +D+0.750L+0.750S+0.750W+H Dsan. L = 5.00 ft 1 0.215 0.018 0.22 0.22 1.72 1.03 1.14 1.00 0.22 1.72 1.03 1.14 1.00 0.40 . 1.72 1.03 1.14 1.00 0.22 1.72 1.03 1.14 1.00 0.36 1.72 1.03 1.14 1.00 0.22 1.72 1.03 1.14 1.00 0.22 1.72 1.03 1.14 1.00 0.22 1.72 1.03 1.14 1.00 0.36 1.72 1.03 1.14 1.00 0.36 1.72 1.03 1.14 1.00 0.22 1.72 1.03 1.14 1.00 Desi • n OK 0.032 : 1 L3x3x3/16 0.3235 k 10.105 k +D+Lr+H 0.000 ft Span # 1 Summaryof Shear Values Va Max Vnx Vnx/Omega 0.18 0.18 0.32 0.18 0.29 0.18 0.18 0.18 0.29 0.29 0.18 16.88 16.88 16.88 16.88 16.88 16.88 16.88 16.88 16.88 16.88 16.88 10.10 10.10 10.10 10.10 10.10 10.10 10.10 10.10 10.10 10.10 10.10 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel Beam Project Title: Engineer: Project Descr: Project ID: <_ 3 Printed: 20 JUN 2013. 11:41AMA File = C:IPROGRA-21ENERCA-2 ENERCALC, INC. 1983-2013, Build:6.13.5.15, Ver:6.13.5.15 Lic. # : KW=06006898 icensee : Description : Load Combination --None-- Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma - Max Mnx MnxlOmega Cb Rm Va Max Vnx VnxiOmega +0.60D+W+H Dsgn. L = 5.00 ft 1 0.129 0.011 0.13 0.13 1.72 1.03 1.14 1.00 0.11 16.88 10.10 +0.60D+0.70E- I Dsgn. L = 5.00 ft 1 0.129 0.011 0.13 0.13 1.72 1.03 1.14 1.00 0.11 16.88 10.10 Overall Maximum Deflections • Unfactored Loads Load Combination Span Max. " " Defl Location in Span Load Combination Max. "+" Defl Location in Span D+Lr 1 0.0667 2.525 0.0000 0.000 Vertical Reactions • Unfactored Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.324 0.324 D Only 0.178 0.178 Lr Only 0.146 0.146 D+Lr 0.324 0.324 n Department of Community Development Jack Pace, Director • City of Tukwila Jim Haggerton, Mayor June 25, 2013 Jared Sheeks Macdonald Miller 7717 Detroit Av SW Seattle, WA 98106 RE: Correction Letter #1 Mechanical Permit Application Number M13-105 Digital Fortress —12101 Tukwila International Bl, Suite 400 Dear Mr. Sheeks, 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 Department. At this time the Fire Department has no comments. Building Department: Allen Johannessen at 206 433-7163 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 two (2) sets of revised plan pages, 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, I can be reached at (206) 431-3670. Sincerely, 1:),X Bill Rambo Permit Technician File No. M13-105 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: June 17, 2013 Project Name: Digital Fortress Permit #: D13-105 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 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. 1. The scope of work entails new penetrations through the roof for new ducts. Provide details for the roof penetrations and specify any framing alterations to the roof system. Details for alterations of the roof structure or framing shall have an engineer's analysis with details. Include details for flashing around the roof penetrations. 2. Specify the type of insulation method for the duct on the exterior. Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: M13-105 DATE: 07/12/13 PROJECT NAME: DIGITAL FOREST SITE ADDRESS: 12101 TUKWILA INTERNATIONAL BL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: A -s c. 1--ter13 Building Division Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 07/16/13 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/13/13 Approved ❑ Approved with Conditions 1— Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Perna Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: PENMITCOORiotour PLAN REVIEW/Kura/or-MG SLIP ACTIVITY NUMBER: M13-105 PROJECT NAME: DIGITAL FORTRESS DATE: 06/06/13 SITE ADDRESS: 12101 TUKWILA INTERNATIONAL BL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter#_ Revision # after Permit Issued DEPARTMENTS: bitto,01 oci,(1.(; Building Division IN Public Works AM Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 14 Incomplete ❑ DUE DATE: 06/11/13 Not Applicable ❑ Comments: Permit Center Use Only. INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required ❑ APPROVALS OR CORRECTIONS: DUE DATE: 07/09/13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only 22 CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire 0 Ping 0 PW 0 Staff Initials: all 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7/9/r3 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 Plan Check/Permit Number: M13 -105 A1c 111 Revision # after Permit is Issued rrn, rs� TC ►E IA ❑ Revision requested by a City Building Inspector or Plans Examiner JUL 1 2 2Oi rtR""T°ENTER Project Name: Digital Fortress Project Address: 12101 Tukwila International B1, Suite 400 Contact Person: J,,r.J SLe..e.Ls Phone Number: _ Zv(� - 7.s 38" 0(0 Summary of Revision: A s Mho se..4- ai s \--r,,,\--r,,,,,,,....,-,..A.,-� cG-I. III L., c -..'3-...L ;'r c,Li 4-0,-44-)1re.\n'SnrnS i J s (nc.({..�. A PAs a;( Asn betr. a,�.atrst. (c)a w- 0) . d the .ex-4-erd, Ltd' ( b t'As t�/JJ wi tt Z �r /"sc71,_ -1 I,,A1 -1.0 /Ms via_ GU".R - VO -1,v 4-- o 7. Q 1 Sheet Number(s): M D. 01. M 2. r f pal 2.05' "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Cent gr by: }-61 t XEntered in Permits Plus on11 \applications\forms-applications on Iine\revision submittal Created: 8-13-2004 Revised: Contractors or Tradespeople Peer Friendly Page • General/Specialty Contractor A business registered as a construction contractor with L&I 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 MACDONALD/MILLER FAC SOL INC UBI No. 602254260 Phone 2067684180 Status Active Address Po Box 47983 License No. MACDOFS980RU Suite/Apt. License Type Construction Contractor City Seattle Effective Date 12/31/2002 State WA Expiration Date 1/3/2015 Zip 98106 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status DIVCOI'988RC DIVCO INCORPORATION Construction Contractor General Unused 12/3/2002 11/7/2014 Active LINFOAR980QG LINFORD AIR & REFRIGERTN INC Construction Contractor General Unused 11/7/2002 11/7/2004 Archived ENCOMPASS ENCOMMS984CA MECHANICAL SERVICES Construction Contractor General Unused 2/1/2002 2/1/2004 Archived MACDOMR026RU MACDONALD MILLER RSDNTL INC Construction Contractor General Unused 12/31/1998 12/31/2001 Archived DIVC01'031L4 DIVCO INC Construction Contractor General Unused 6/24/1997 8/1/2003 Archived MACDOMR076OPMACDNALDMILLER RESIDENTIAL Construction Contractor General Unused 9/17/1993 12/30/1998 Archived DIVCOEC188LC DIVCO ENERGY CONTROL COMPANY Construction Contractor General Unused 6/3/1982 5/26/1997 Archived MACDONALD MILLER MACDOM*248J9 CO Construction Contractor General Unused 4/29/1976 2/1/2002 Archived Business Owner Information Name Role Effective Date Expiration Date GOUGH, DAVID ANTHONY Director 12/29/2010 HOEL, STEPHANIE W Member 05/14/2010 SIMONDS, DERRICK R President 05/14/2010 WEBSTER, MARK E Vice President 05/14/2010 TURLEY, DOUGLAS Chief Executive Officer 02/13/2008 01/04/2011 TURLEY, DOUGLAS Chief Operating Officer 02/13/2008 01/04/2011 SIGMUND, FREDRIC President 12/31/2002 01/04/2011 HACK, RICHARD Secretary 02/13/2008 01/04/2011 KOPET, TYLER Treasurer 12/31/2002 01/04/2011 LOVELY, STEVE C Vice President 12/31/2002 01/04/2011 Bond Information Page 1 of 2 Bond 1 Bond Company Name LIBERTY MUTUAL INS CO Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 023006951 12/11/2002 Until Cancelled $12,000.00 12/31/2002 Assignment of Savings Information No records found for the previous 6 year period httDs://fortress.wa. aov/lni/bbin/Print.aspx 07/24/2013 NOTES: 1. CURB DIMENSION ID SHALL BE DUCT DIMENSION PLUS 4" MIN. 2. CURB SHALL BE MIN 12" MIN HT. TDC FLANGE CAULKING TOP OF ROOF SURFACE z N ROOF CUT AND PATCH (IF REQUIRED) BY GC T CURB UNIT BY MECH CONTRACTOR CANT STRIP AND ROOFING BY GC • MIN GA. SHT. MTL. ANGLE ON ALL SIDES FOR SUPPORT CLOSURE DUCT UP THRU ROOF ROOF TOP DUCT PENETRATION CURB DETAIL 00 M M Oi 0 _,L-13 DESCRIPTION BARE SHEETMETAL SYMBOL DESCRIPTION SYMBOL 14/12 ROUND SHEETMETAL WRAPPED W/ INSULATION (2") 120W SOUNDLINE SHEETMETAL (1" LINING) 14/12 SL CLEANROOM QUALITY DUCTWORK 14/12 C SHEETMETAL WRAPPED W/ INSULATION (2") 14/12 W BARE FLAT OVAL SHEETMETAL 14/1243 - BARE ROUND SHEETMETAL EXPOSED QUALITY SHEETMETAL 120 14/12 Q FLAT OVAL FLAT SHEETMETAL W/ INSULATION (2") DUCTBOARD (1" FIBERGLASS) 14/12•e -W 14/12 DB EXAMPLE OF NEW 14/12 EXAMPLE OF NOT IN CONTRACT (NIC) EXAMPLE OF DEMO EXAMPLE OF EXISTING ////////, 14/12 FLEX DUCT FLEX CONNECTOR �rwlru�- DC-1 SW DUCTWORK IMPROVEMENTS: INSTALL (3) NEW SUPPLY DUCTS CONNECTED TO THE EXISTING LARGE ROOFTOP DUCT. ROUTE DUCTS THROUGH NEW ROOF PENETRATIONS & INTO THE SOUTHWEST SECTION OF THE DATA CENTER. INSTALL (3) SMOKE DAMPERS FOR FIRE PROTECTION ISOLATION. CONNECT DUCTS TO EXISTING SERVER DIFFUSERS. ENLARGE (1) EXISTING ROOFTOP DUCT PENETRATION INTO THE EXISTING SHEETROCK SUPPLY PLENUM. TITLE PROJECT ENGINEER ACCOUNT MANAGER SHEET METAL FOREMAN NAME JARED SHEEKS STEVE FLINK RICK WOLF COMPANY MACDONALD MILLER MACDONALD MILLER MACDONALD MILLER PHONE NUMBER 206-768-3806 253-680-3172 206-396-1887 EMAIL JARED.S HEEKS@MACM I LLER.COM STEVE.FLINK@MACMILLER.COM RICK.WOLF@MACMILLER.COM SEPARATE PERMIT REQUIRED FOR: D Mechanical Citiectricat &numbing GioeSs Piping City of Tukwila Bt. Lr)!NG DIVISION REVISIONS No changes shall bemade 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. FI Pormft No. Pian review approval is subjectto errors and . '° of construction documents does not authorize ►r;: , :ration of any adopted code or ordinance. Receipt Oi upproved aid� tty and r t: qI It s z By Date: i./ l j City Of 'Mita BUILDING DIVISION 1. THESE PLANS ARE SCHEMATIC AND DO NOT SHOW EXACT ROUTING OR EVERY OFFSET WHICH MAY BE REQUIRED. THE HVAC 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 2009 EDITIONS OF THE INTERNATIONAL MECHANICAL CODE, INTERNATIONAL BUILDING CODE, INTERNATIONAL FIRE CODE AND STATE AND LOCAL CODES AND ORDINANCES. 3. DUCT CONSTRUCTION AND HANGING SHALL COMPLY WITH CHAPTER 6 OF THE 2009 IMC AND WITH CURRENT SMACNA STANDARDS. EARTHQUAKE BRACE ALL DUCTS 28" DIA AND LARGER WHICH ARE SUSPENDED MORE THAN 12" BELOW STRUCTURAL SYSTEM. 4. JOINTS OF MEDIUM AND HIGH VELOCITY DUCT SYSTEMS SHALL BE SEALED WITH GASKETS OR LISTED MASTIC TYPE DUCT SEALANT. 5. DUCTS SHALL BE INSULATED AS INDICATED ON PLANS, PER 2009 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.). 6. 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. 7. PROVIDE EARTHQUAKE RESTRAINT FOR HVAC EQUIPMENT IN ACCORDANCE WITH SECTION 1613 OF THE 2009 IBC. 8. PROVIDE FIRE DAMPERS, SMOKE DAMPERS AND FIRE/SMOKE DAMPERS WHERE INDICATED ON PLANS AND AS REQUIRED BY SECTION 716.5 OF THE 2009 IBC. PROVIDE CEILING FIRE DAMPERS WHERE INDICATED ON PLANS AND AS REQUIRED BY SECTION 716.6.2 OF THE 2009 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. 9. 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. 10. 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 2009 IMC. POWER AND INTERLOCK WIRING WITH THE BUILDING FIRE ALARM SYSTEM IS BY THE ELECTRICAL CONTRACTOR. 11. 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". 12. 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. 13. MOTORS STARTERS NOT LISTED AS BEING PROVIDED IN THE HVAC EQUIPMENT SCHEDULES ARE TO BE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR. 14. 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. 15. OPERATING AND MAINTENANCE MANUALS TO BE PROVIDED TO THE BUILDING OWNER THAT 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. 16. COMMISSIONING IS REQUIRED ON THIS PROJECT IN ACCORD WITH WASHINGTON STATE ENERGY CODE (WSEC) SECTION 1416 AND WITH LEED NC -2.1 FUNDAMENTAL BUILDING SYSTEMS COMMISSIONING AND ADDITIONAL COMMISSIONING. 17. A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH THE OWNER 18. 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 2009 IBC FOR MAXIMUM ALLOWABLE LEAKAGE AREA, FOLLOWING THE GUIDELINES FOR SMOKE BARRIER CONSTRUCTION. - ALL DOORS MUST BE PROVIEDED WITH TIGHT FITTING GASKETS, AND OPEN AGAINST THE DIRECTION OF ROOM/SHAFT PRESSURE. 19. 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). 20. 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. 21. RETURN AIR SHAFTS TO BE CONSTRUCTED BY THE G.C. TO WITHSTAND A MINIMUM 20 PSF DIFFERENTIAL PRESSURE ACROSS THE WALL. DIFFERENTIAL PRESSURE IS BASED UPON THE MAXIMUM STATIC PRESSURE CAPABILITY OF FAN SYSTEMS SUBJECT TO AUTOMATIC DAMPER CLOSURE. 22. 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. APN # 0923049309 LEGAL DESCRIPTION: BEGIN NW CORNER OF NE 1/4 OF SE 1/4 TH S 89-16-35 E 100 FT TH S 24-13-53 E 567.42 FT TO POINT OF BEGINNING TH N 66-35-01 E 120.47 FT TH N 20-23-23 W 27.58 FT TH N 65-32-34 E 165 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 S 24-27-26 E 110.84 FT TH FOLLOWING SAID WLY R/W LINE N 65-32-34 E 10 FT TH FOLLOWING SAID WLY R/W LINE S 24-27-26 E 200 FT TH FOLLOWING SAID WLY R/W LINE N 65-32-34 E 20 FT TH FOLLOWING SAID WLY RNV LINE S 24-27-26 E 126 FT TH FOLLOWING SAID WLY R/W LINE ALONG ARC OF 2805 FOOT RADIUS NON TANGENT CURVE TO RIGHT CENTER BEARING S 65-32-34 W THRU C/A OF 0-12-18 DISTANCE OF 10.03 FT TH S 65-30-25 W 199.33 FT TH N 22-47-01 W 21.44 FT TH S 63-32-48 W 62.13 FT TH S 65-46-07 W 58.17 FT TH N 24-13-53 W 402.19 FT TO POINT OF BEGINNING LOT C OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO L98-0033 RECORDING NO 9810059013 12101 liUKWILA INTERNATIONAL BLVD TUKW LA, WA VICINITY MAP NO SCALE R ca EVIEWED F R DE COMPLI N EVIEWED F R DE COMPLI NCE APPROVLU JUL 2 2 2013 o,D City of Tukwila DIVISION CITY OF TUKWIL JULRECEIVE 2 201D3 PERMIT CENTER SITE MAP NO SCALE CO11E1E0T014 LTR#...�....�.... MtIO5 W tEFL TatS 6 C O0 0 0ti c- N- ap (0 rnti < ti a) 0 N @ X a) U)u a) (z) c) > 0(0 o a) CV 0 aj 0 .macmiller.com 1 1 1 DUCT BRANCH SIZE w 0, WA Lic No: MACDOFS980RU EXPIRES: 07-06-14 REVISIONS: w 0 REVISIONS: 2 ct W 0 LL 0 v ENGINEER: LAST REVISED: J SHEEKS 07-09-13 CHECKED BY: DATE PLOTTED: B GEZON 07-09-13 CAD: ISSUE DATE: D LAMBERT DRAWING NUMBER: C-1490-7336450-00 SHEET NUMBER: TM0.01 YMBOL DESCRIPTION -POWERED NOTES SYMBOL DESCRIPTION -NON POWERED NOTES 1 1/2 HOUR FIRE/SMOKE DAMPER: LOW VELOCITY, VERTICAL OR 1,2 1 1!2 HOUR DYNAMIC FIRE DAMPER: CURTAIN STYLE, VERTICAL FSD-1 1 HORIZONTAL, 3-V BLADE,LEAKAGE CLASS 2, 120V ACTUATOR, 2 POSITION, FAIL CLOSED, 165° F FUSABLE LINK, GREENHECK FD -1 ® OR HORIZONTAL , 165° F FUSABLE LINK, BLADE IN AIR STREAM, GREENHECK DFD 150 TYPE A OR EQUAL, FSD 212 OR EQUAL. 1 1/2 HOUR DYNAMIC FIRE DAMPER: CURTAIN STYLE, VERTICAL 1 1/2 HOUR FIRE/SMOKE DAMPER: MEDIUM VELOCITY, VERTICAL 1,2 FD -2 ® OR HORIZONTAL, 165° F FUSABLE LINK, BLADE OUT OF AIR SD -2 1 OR HORIZONTAL, AIRFOIL BLADE, LEAKAGE CLASS 2, 120V ACTUATOR, 2 POSITION, FAIL CLOSED, 165° F FUSABLE LINK, STREAM, GREENHECK DFD 150 TYPE B CR EQUAL. GREENHECK FSD 312 OR EQUAL. 3 HOUR DYNAMIC FIRE DAMPER: CURTAIN STYLE, VERTICAL FD -3 © OR HORIZONTAL, 165° F FUSABLE LINK, BLADE IN AIR 3 HOUR FIRE/SMOKE DAMPER: LOW VELOCITY, VERTICAL OR 1,2 STREAM, GREENHECK DFD 350 TYPE A CR EQUAL. FSD-3 O3 HORIZONTAL, 3V BLADE, LEAKAGE CLASS 2, 120V ACTUATOR, 2 POSITION, FAIL CLOSED, 165° F FUSABLE LINK, GREENHECK 3 HOUR DYNAMIC FIRE DAMPER: CURTAIN STYLE, VERTICAL FSD 231 OR EQUAL. FD -4 © OR HORIZONTAL, 165° F FUSABLE LINK, BLADE OUT OF AIR STREAM, GREENHECK DFD 350 TYPE B OR EQUAL. 3 HOUR FIRE/SMOKE DAMPER: MEDIUM VELOCITY, VERTICAL ) 1,2 FSD-4 O3 OR HORIZONTAL, AIR FOLD BLADE, LEAKAGE CLASS 1, 120V ACTUATOR, 2 POSITION, FAIL CLOSED, 165° F FUSABLE LINK, GREENHECK FSD 311 OR EQUAL. 1 1/2 HOUR DYNAMIC FIRE DAMPER: LOW VELOCITY, RWL, VETIC- R LATBETWEEN FD -5 ® TRANSFER NAROINEGRILLESRINAL A WALLFOASSEMBLYINSTALION , 165° EFT FUSABLE2 LINK, GREENHECK DFD -110 OR EQUAL. 1 1/2 HOUR TUNNEL CORRIDOR FIRE/SMOKE DAMPER: 1,2 FSD-5 1 LOW VELOCITY, 3V BLADE, LEAKAGE CLASS 2, 120V ) FD -4 O CEILING RADIATION DAMPER: GREENHECK CRD -2 OR EQUAL. ACTUATOR, 2 POSITION, FAIL CLOSED, 165° F FUSABLE LINK, GREENHECK CFSD 212-1 OR EQUAL. BACKDRAFT DAMPER: GREENHECK WD 330 (VERT) OR WD -100 BDD cmc (HORIZONTAL) OR EQUAL. 1 1/2 HOUR OUT OF WALL FIRE/SMOKE DAMPER: LOW 1,2 FSD-6 1 VELOCITY, VERTICAL , 3V BLADE, LEAKAGE CLASS 2, 120V BAR �.) BAROMETRIC RELIEF DAMPER: (.05 OPNG PRESSURE SHOWN) ACTUATOR, 2 POSITION, FAIL CLOSED, 165° F FUSABLE LINK, RUSKIN CBD2. NO SUBSTITUTE ALLOWED. GREENHECK OF SD 212 OR EQUAL. I-- VOLUME DAMPER: SHOP FABRICATED, W/LOCKING QUADRANT. SD -1 OS SMOKE DAMPER: GREENHECK SMD 202 OR EQUAL. 1,2 SD -2 OS SMOKE DAMPER: GREENHECK SMD 202 OR EQUAL. 1,2 MOTORIZED CONTROL DAMPER -LOW VELOCITY GREENHECK 3 MD -1 OM VCD-23 OR EQUAL. MD -2 OM MOTORIZED CONTROL DAMPER: MEDIUM VELOCITY AIRFOIL BLADES GREENHECK VCD-33 OR EQUAL. 4 SCD -1 SC SMOKE CONTROL MOTORIZED DAMPER: LOW VELOCITY GREENHECK SMD 202 OR EQUAL. 1,2 SCD -2 SMOKE CONTROL MOTORIZED DAMPER: MEDIUM VELOCITY SC AIRFOIL BLADE, GREENHECK SMD 301 OR EQUAL. 1,2 NOTES: 1. ACTUATOR BY MECHANICAL CONTRACTOR, WIRING BY ELECTRICAL CONTRACTOR 2. INTERLOCK OF SMOKE DAMPER TO FIRE ALARM SYSTEM BY ELECTRICAL CONTRACTOR 3. CONTROL FROM LOCAL DETECTOR 4. CONTROL FROM DUCT DETECTOR 5. OPEN/CLOSED POSITION INDICATOR 6. DAMPER FAILS OPEN 7. DAMPER FAILS CLOSED DESCRIPTION BARE SHEETMETAL SYMBOL DESCRIPTION SYMBOL 14/12 ROUND SHEETMETAL WRAPPED W/ INSULATION (2") 120W SOUNDLINE SHEETMETAL (1" LINING) 14/12 SL CLEANROOM QUALITY DUCTWORK 14/12 C SHEETMETAL WRAPPED W/ INSULATION (2") 14/12 W BARE FLAT OVAL SHEETMETAL 14/1243 - BARE ROUND SHEETMETAL EXPOSED QUALITY SHEETMETAL 120 14/12 Q FLAT OVAL FLAT SHEETMETAL W/ INSULATION (2") DUCTBOARD (1" FIBERGLASS) 14/12•e -W 14/12 DB EXAMPLE OF NEW 14/12 EXAMPLE OF NOT IN CONTRACT (NIC) EXAMPLE OF DEMO EXAMPLE OF EXISTING ////////, 14/12 FLEX DUCT FLEX CONNECTOR �rwlru�- DC-1 SW DUCTWORK IMPROVEMENTS: INSTALL (3) NEW SUPPLY DUCTS CONNECTED TO THE EXISTING LARGE ROOFTOP DUCT. ROUTE DUCTS THROUGH NEW ROOF PENETRATIONS & INTO THE SOUTHWEST SECTION OF THE DATA CENTER. INSTALL (3) SMOKE DAMPERS FOR FIRE PROTECTION ISOLATION. CONNECT DUCTS TO EXISTING SERVER DIFFUSERS. ENLARGE (1) EXISTING ROOFTOP DUCT PENETRATION INTO THE EXISTING SHEETROCK SUPPLY PLENUM. TITLE PROJECT ENGINEER ACCOUNT MANAGER SHEET METAL FOREMAN NAME JARED SHEEKS STEVE FLINK RICK WOLF COMPANY MACDONALD MILLER MACDONALD MILLER MACDONALD MILLER PHONE NUMBER 206-768-3806 253-680-3172 206-396-1887 EMAIL JARED.S HEEKS@MACM I LLER.COM STEVE.FLINK@MACMILLER.COM RICK.WOLF@MACMILLER.COM SEPARATE PERMIT REQUIRED FOR: D Mechanical Citiectricat &numbing GioeSs Piping City of Tukwila Bt. Lr)!NG DIVISION REVISIONS No changes shall bemade 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. FI Pormft No. Pian review approval is subjectto errors and . '° of construction documents does not authorize ►r;: , :ration of any adopted code or ordinance. Receipt Oi upproved aid� tty and r t: qI It s z By Date: i./ l j City Of 'Mita BUILDING DIVISION 1. THESE PLANS ARE SCHEMATIC AND DO NOT SHOW EXACT ROUTING OR EVERY OFFSET WHICH MAY BE REQUIRED. THE HVAC 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 2009 EDITIONS OF THE INTERNATIONAL MECHANICAL CODE, INTERNATIONAL BUILDING CODE, INTERNATIONAL FIRE CODE AND STATE AND LOCAL CODES AND ORDINANCES. 3. DUCT CONSTRUCTION AND HANGING SHALL COMPLY WITH CHAPTER 6 OF THE 2009 IMC AND WITH CURRENT SMACNA STANDARDS. EARTHQUAKE BRACE ALL DUCTS 28" DIA AND LARGER WHICH ARE SUSPENDED MORE THAN 12" BELOW STRUCTURAL SYSTEM. 4. JOINTS OF MEDIUM AND HIGH VELOCITY DUCT SYSTEMS SHALL BE SEALED WITH GASKETS OR LISTED MASTIC TYPE DUCT SEALANT. 5. DUCTS SHALL BE INSULATED AS INDICATED ON PLANS, PER 2009 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.). 6. 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. 7. PROVIDE EARTHQUAKE RESTRAINT FOR HVAC EQUIPMENT IN ACCORDANCE WITH SECTION 1613 OF THE 2009 IBC. 8. PROVIDE FIRE DAMPERS, SMOKE DAMPERS AND FIRE/SMOKE DAMPERS WHERE INDICATED ON PLANS AND AS REQUIRED BY SECTION 716.5 OF THE 2009 IBC. PROVIDE CEILING FIRE DAMPERS WHERE INDICATED ON PLANS AND AS REQUIRED BY SECTION 716.6.2 OF THE 2009 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. 9. 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. 10. 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 2009 IMC. POWER AND INTERLOCK WIRING WITH THE BUILDING FIRE ALARM SYSTEM IS BY THE ELECTRICAL CONTRACTOR. 11. 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". 12. 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. 13. MOTORS STARTERS NOT LISTED AS BEING PROVIDED IN THE HVAC EQUIPMENT SCHEDULES ARE TO BE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR. 14. 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. 15. OPERATING AND MAINTENANCE MANUALS TO BE PROVIDED TO THE BUILDING OWNER THAT 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. 16. COMMISSIONING IS REQUIRED ON THIS PROJECT IN ACCORD WITH WASHINGTON STATE ENERGY CODE (WSEC) SECTION 1416 AND WITH LEED NC -2.1 FUNDAMENTAL BUILDING SYSTEMS COMMISSIONING AND ADDITIONAL COMMISSIONING. 17. A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH THE OWNER 18. 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 2009 IBC FOR MAXIMUM ALLOWABLE LEAKAGE AREA, FOLLOWING THE GUIDELINES FOR SMOKE BARRIER CONSTRUCTION. - ALL DOORS MUST BE PROVIEDED WITH TIGHT FITTING GASKETS, AND OPEN AGAINST THE DIRECTION OF ROOM/SHAFT PRESSURE. 19. 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). 20. 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. 21. RETURN AIR SHAFTS TO BE CONSTRUCTED BY THE G.C. TO WITHSTAND A MINIMUM 20 PSF DIFFERENTIAL PRESSURE ACROSS THE WALL. DIFFERENTIAL PRESSURE IS BASED UPON THE MAXIMUM STATIC PRESSURE CAPABILITY OF FAN SYSTEMS SUBJECT TO AUTOMATIC DAMPER CLOSURE. 22. 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. APN # 0923049309 LEGAL DESCRIPTION: BEGIN NW CORNER OF NE 1/4 OF SE 1/4 TH S 89-16-35 E 100 FT TH S 24-13-53 E 567.42 FT TO POINT OF BEGINNING TH N 66-35-01 E 120.47 FT TH N 20-23-23 W 27.58 FT TH N 65-32-34 E 165 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 S 24-27-26 E 110.84 FT TH FOLLOWING SAID WLY R/W LINE N 65-32-34 E 10 FT TH FOLLOWING SAID WLY R/W LINE S 24-27-26 E 200 FT TH FOLLOWING SAID WLY R/W LINE N 65-32-34 E 20 FT TH FOLLOWING SAID WLY RNV LINE S 24-27-26 E 126 FT TH FOLLOWING SAID WLY R/W LINE ALONG ARC OF 2805 FOOT RADIUS NON TANGENT CURVE TO RIGHT CENTER BEARING S 65-32-34 W THRU C/A OF 0-12-18 DISTANCE OF 10.03 FT TH S 65-30-25 W 199.33 FT TH N 22-47-01 W 21.44 FT TH S 63-32-48 W 62.13 FT TH S 65-46-07 W 58.17 FT TH N 24-13-53 W 402.19 FT TO POINT OF BEGINNING LOT C OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO L98-0033 RECORDING NO 9810059013 12101 liUKWILA INTERNATIONAL BLVD TUKW LA, WA VICINITY MAP NO SCALE R ca EVIEWED F R DE COMPLI N EVIEWED F R DE COMPLI NCE APPROVLU JUL 2 2 2013 o,D City of Tukwila DIVISION CITY OF TUKWIL JULRECEIVE 2 201D3 PERMIT CENTER SITE MAP NO SCALE CO11E1E0T014 LTR#...�....�.... MtIO5 W tEFL TatS 6 C O0 0 0ti c- N- ap (0 rnti < ti a) 0 N @ X a) U)u a) (z) c) > 0(0 o a) CV 0 aj 0 .macmiller.com 1 1 1 DUCT BRANCH SIZE w 0, WA Lic No: MACDOFS980RU EXPIRES: 07-06-14 REVISIONS: w 0 REVISIONS: 2 ct W 0 LL 0 v ENGINEER: LAST REVISED: J SHEEKS 07-09-13 CHECKED BY: DATE PLOTTED: B GEZON 07-09-13 CAD: ISSUE DATE: D LAMBERT DRAWING NUMBER: C-1490-7336450-00 SHEET NUMBER: TM0.01 4imimmom= 2 M t 3 'C m G W 0 0) = a 0 a 0 J:\733\6450 Digital Fortress DC1 1.5) (� 22"x48" EGGCRATE GRILLES (TYPICAL) W/ LOCKING QUAD ANT VOLUME DAMPER5'-0" X 10 0" X 2,-O" HIGH SHEETROCK R/A PLENUM BY GEN. CONTRACTOR. OPEN @ EXISTING 26"0 UP THRU ROOF I 1 1 '. mak 40"X24" FIRE PROTECTION ISOLATION DAMPER GREENHECK SMD -202 INTERLOCK TO FIRE SURPRESSION SYSTEM BY FIRE ALARM CONTRACTOR NSIDE) (TYP) NEW MOTORIZED DAMPER GREENHECK VCD-23, FAIL OPEN NDS (TYP) / INTERLOCK WITH RTU SUPPLY FAN (BY OTHERS) S/FD ---EXISTING724"x18" TRANSFER (4) VAV-1 VFPE-2415 1720 CFM 709 CFM VAV-6 VCCE-06 458 CFM VAV-7 VCCE-06 273 CFM VAV-2 VFP_-0604 343 CFM 265 CFM VAV-3 VFPE-1107 513 CFM 443 CFM VAV-4 VFPE-1107 611 CFM 443 CFM VAV-5 VFPE-1107 588 CFM 354 CFM (ON ROOF) 40x24 2" UP OLD( 240 BAuE11 160 =LEX (TYPICAL) T-IERNAF_EX S -TL EXISTING 24"0 UP THRU ROOF 'VAV....'°.-6 62/18SL RETURN DUCT UP TO ROOFTOP UNIT n a 6x•0 V V V 'V V' W'V V EXIST R/A DUCT UP TO EXIST AHU-4 (SEE S & C MECH. DWG.) VACANT AREA EXIST 26"x54" SUPPLY 00310 EXIST AHU-4 (SEE S & C MECH. DWG.) 8X28 GRI1lIE. eaecrew.v- VWF HOT EXISTING 26"0UP THRU ROOF. EXISTING 24"0. UP THRU ROOF/ 48x24 SL. 2" FUTURE ❑ === UP SUPPLY DROP INTO PLENUM 0�4E`\DAMPEI FIRE SURPRE" LA CONTRAC'1tOR' R/A SOUND FITTING 48"x24" OPENINGS EA. SIDE STAR Y .JANITOR 0 r'41 rad 40x124 mak W %" W '�{t t fi :� GRI1lIE. eaecrew.v- VWF HOT EXISTING 26"0UP THRU ROOF. EXISTING 24"0. UP THRU ROOF/ 48x24 SL. 2" FUTURE ❑ === UP SUPPLY DROP INTO PLENUM 0�4E`\DAMPEI FIRE SURPRE" LA CONTRAC'1tOR' R/A SOUND FITTING 48"x24" OPENINGS EA. SIDE STAR Y .JANITOR 0 r'41 rad 40x124 42"x28" FIRE SMOKE DAMPER 'RUSKIN TYPE FSD36 INTERLOCKED TO'!FIRE..SURPRESSION. SYSTEM. BY FIRE ALARM CONTRACTOR (TYP) 1 ROOM PRESSURE SIENSOR ITO BI RILING EMCS FSI HOT 42/50 SL/2" SUPPLY DROP INTO PLENUM NEW DIFFUSER TO SERVE BBG EXTENSION 2500 CFM 42/50. SL/2' SUPPLY DROP INTO.. PLENUM: COR IDCR 00 415 VAY-5 42/50 SL/2" SUPPLY DROP INTO PLENUM 18"x18" FIRE S GREENHECK '0 FIRE SURPRE : ALARM CONTRA INTERLOCK TO B 4 INTERLOCK TO HEAVY INSTALL PARALLEL TC 4 DUCT UP THRU 26" FIRE SMOKE MPER REENHEtK, TYPE FSD212 RE SURPRES'N SYSTEM FIRE ALARM NTRACTOR 0" Fl SMOKE DAMPER j-IECK TYPE F 1 212 SURPRESSION SYS .M RE ALARM CONTRACTOR UTY BALANCING DAMPER ITH LOCKING QUADRANT - -,-;� LONG AXIS OF DIFFUSER II " EGGCRATE CFM 106.01 R 2 ' " EGGCR 2 00 CIM TYPIi S TM .01 TURN TE G' AL 65"x48" N- 0 BLANK PANEL BETWE CABIN 22" v48" EGGCRATE GRILLES 1550 CFM TYPICAL SEE TM6.01 48' EGGCRATE GRILLES 2500 CFM TYPICAL SEE TM6.01 ,IFUTURE SUPPLY DROP �''\I� INTO PLENUM Jai 4701' Ilr7t�`a 1�� �1 I111.�7 0 1 CO----I.00AI IOP ROOM ##3 Ialai 426 itAN MI MJim EXISTING 96"X30" (INSIDE) GYP. BD. PLENUM ,.-I--- EC- W/SO4UND ELL FUTURE RETURN DROP 42/50 SL/2" RETURN DROP 180 FLEX (TYPICAL) THERMAFLEX S -TL 20"x48" EGGCRATE GRILLES 600 CFM TYPICAL 22"x48" EGGCRATE GRILLES 2200 CFM TYPICAL SEE TM6.01 20"x48" EGGCRATE GRILLES 1830 CFM (TYP) 20"x48" EGGCR 'TE GRILLES 2200 CFM TYPI AL SEE TM6.01 22"x48" EGGCRATE GRILLES 1950 CFM TYPICAL SEE TM6.01 22"x48" EGGCRATE GRILLES 1200 CFM TYFICAL SEE TM6.01 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 2 2013 City of Tukwila BUILDING DIVISION t'U?rLO s RECEIVED CITY OF TUKWILA JUL 12 2013 PERMIT CENTER ik 1 /8"= 1'-0" 11 1 1 1 1 1 I rn 0 N 0 DUCT BRANCH SIZE w En EXPIRES: 07-06-14 w 0 REVISIONS: w 0 ENGINEER: J SHEEKS CHECKED BY: B GEZON CAD: D LAMBERT DRAWING NUMBER: REVISIONS: LAST REVISED: 07-09-13 DATE PLOTTED: 07-09-13 ISSUE DATE: C-1490-73364.50-00 SHEET NUMBER: TM2.04 (g _ 1 42"x28" FIRE SMOKE DAMPER 'RUSKIN TYPE FSD36 INTERLOCKED TO'!FIRE..SURPRESSION. SYSTEM. BY FIRE ALARM CONTRACTOR (TYP) 1 ROOM PRESSURE SIENSOR ITO BI RILING EMCS FSI HOT 42/50 SL/2" SUPPLY DROP INTO PLENUM NEW DIFFUSER TO SERVE BBG EXTENSION 2500 CFM 42/50. SL/2' SUPPLY DROP INTO.. PLENUM: COR IDCR 00 415 VAY-5 42/50 SL/2" SUPPLY DROP INTO PLENUM 18"x18" FIRE S GREENHECK '0 FIRE SURPRE : ALARM CONTRA INTERLOCK TO B 4 INTERLOCK TO HEAVY INSTALL PARALLEL TC 4 DUCT UP THRU 26" FIRE SMOKE MPER REENHEtK, TYPE FSD212 RE SURPRES'N SYSTEM FIRE ALARM NTRACTOR 0" Fl SMOKE DAMPER j-IECK TYPE F 1 212 SURPRESSION SYS .M RE ALARM CONTRACTOR UTY BALANCING DAMPER ITH LOCKING QUADRANT - -,-;� LONG AXIS OF DIFFUSER II " EGGCRATE CFM 106.01 R 2 ' " EGGCR 2 00 CIM TYPIi S TM .01 TURN TE G' AL 65"x48" N- 0 BLANK PANEL BETWE CABIN 22" v48" EGGCRATE GRILLES 1550 CFM TYPICAL SEE TM6.01 48' EGGCRATE GRILLES 2500 CFM TYPICAL SEE TM6.01 ,IFUTURE SUPPLY DROP �''\I� INTO PLENUM Jai 4701' Ilr7t�`a 1�� �1 I111.�7 0 1 CO----I.00AI IOP ROOM ##3 Ialai 426 itAN MI MJim EXISTING 96"X30" (INSIDE) GYP. BD. PLENUM ,.-I--- EC- W/SO4UND ELL FUTURE RETURN DROP 42/50 SL/2" RETURN DROP 180 FLEX (TYPICAL) THERMAFLEX S -TL 20"x48" EGGCRATE GRILLES 600 CFM TYPICAL 22"x48" EGGCRATE GRILLES 2200 CFM TYPICAL SEE TM6.01 20"x48" EGGCRATE GRILLES 1830 CFM (TYP) 20"x48" EGGCR 'TE GRILLES 2200 CFM TYPI AL SEE TM6.01 22"x48" EGGCRATE GRILLES 1950 CFM TYPICAL SEE TM6.01 22"x48" EGGCRATE GRILLES 1200 CFM TYFICAL SEE TM6.01 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 2 2013 City of Tukwila BUILDING DIVISION t'U?rLO s RECEIVED CITY OF TUKWILA JUL 12 2013 PERMIT CENTER ik 1 /8"= 1'-0" 11 1 1 1 1 1 I rn 0 N 0 DUCT BRANCH SIZE w En EXPIRES: 07-06-14 w 0 REVISIONS: w 0 ENGINEER: J SHEEKS CHECKED BY: B GEZON CAD: D LAMBERT DRAWING NUMBER: REVISIONS: LAST REVISED: 07-09-13 DATE PLOTTED: 07-09-13 ISSUE DATE: C-1490-73364.50-00 SHEET NUMBER: TM2.04 2 2 0 0 a 0 0 0 A J:\733\6450 Digital Fortress DC1 0 3 0 '0 SPLITTER 28" 2 ) RADIUS 1ELBOW SPLITTER VANES OR MITERED ELBOW TURNING VANES NEW 40x24 SL 2" SUPPLY DUCT DN _.. NEW GONDENSATE LINE THRU ROOF 1O ROOF DRAIN- . %" PVC 260 SUPPLY-'\ \ DUCT DN \ 40x24SL . . .. . ..... 1 ( 3 RADIUS ELBOW W/SPLITTER VANES -U-1 I STING) 1 / 1 / 1 \ 1/ 1 \ ' - - - - 48x 4 SL 2" \ (EXIS 'INC) DN 00 OF EXISTING MAKE-UP AIR UNIT (EXISTING) EF - (EXISTING) NEW 40x2SL 2" ID THRU ROOF- EXISTIING 3/4"NPCW, CONNECTDD TO HUMID. !ER (TYP,) EXISTING SCREENWALL INCREASE PLENUM PENETRATION TO 56x56 SL 2" HVU-1 (EXISTING) 3P4"NPCW FROMI / BELOW ROOFI/..... EXISTING ELECTRICAL PANELS 1 1 11 i 1 1 260 SUPPLY DUCT DN 58" OPENING BOOT TAP FSD-1 ACU -1 (EXISTING) NPCW ON THE ROO. PROVIDED W/ \ HEAT TAPE, INSULATION & WEATHER-PROOF JACKET 1. ' RAILING (BY OTHERS)--,- ROOFTOP DUCT DETAIL NO SCALE 1 CONDENSATE LINE TO ROOF DRAIN—, 1)12" PVC N, ROOFTOP DUCT AHU-3 (RELOCATED) ..COFTOP STEEL SUPPORT STRUCTURE URAL [TAW NGS) EF - (EXISTING) I I I AC -3 (EXISTING) JL I -7 1L F F I / POTENTIAL SCREENWALL LOCATION -(BY OTHERS) 1 •=1---7T--- 71'71 1 II II I I 1 I I City 41,ti 001114 AC -4 I (EXISTING) 71- _JL__Il ROOFTOP STEEL SUPPORT STRUCTURE (SEE STRUCT DRAWINGS) EXISTING SATELLITE DISH 8"0 DUCT UP THRU ROOF TO RO F CAP EF -2) c, A REVIEWED FOR CODE COMPLIANCE APPROVED JUL 22 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 1 2 2013 PERMIT CENTER EBz 1/8"= 1'-O" 11111111 11111111 1111111 :2 I 0 0 DUCT BRANCH SIZE LJ to I I I I I I I IX I < .macmiller.com WA Lic No: MACDOFS980RU Lu REVISIONS: REVISIONS: ENGINEER: LAST REVISED: LLJ 0_ 0 u_ 0 (J) (1) J SHEEKS 07-09-13 CHECKED BY: DATE PLOTTED: B GEZON 07-09-13 CAD: D LAMBERT DRAWING NUMBER: ISSUE DATE: C-1490-7336450-00 SHEET NUMBER: TM2.05