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HomeMy WebLinkAboutPermit M15-0124 - CENTURYLINK - DUCTWORK, GRILLES AND DAMPERSCENTURYUNK 6101 S 180 ST M15-0124 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov 3523049120 6101 S 180TH ST BLDG Project Name: CENTURYLINK MECHANICAL PERMIT Permit Number: M15-0124 Issue Date: 10/9/2015 Permit Expires On: 4/6/2016 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: SEGALE PROPERTIES LLC PO BOX 88028 , TUKWILA, WA, 98138 IVY LEVANGIE 20109 144TH AVE NE , WOODINVILLE, WA, 98072 JOHANSEN MECHANICAL INC. P.O. BOX 1768, WOODINVILLE, WA, 98072 JOHANMI173PK Phone: (425) 481-2266 Phone: (425) 481-2266 Expiration Date: 2/2/2017 DESCRIPTION OF WORK: REMOVE EXISTING DUCTWORK PER PLANS - PROVIDE NEW GRILLES AND DAMPERS AS INDICATED Valuation of Work: $19,645.00 Type of Work: REPLACEMENT Fuel type: ELECT Fees Collected: $454.94 Electrical Service Provided by: PUGET SOUND ENERGY Water District: HIGHLINE Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: Permit Center Authorized Signature. 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Date:<D I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development nit and agree tp.the conditions attached to this permit. Signature: Print Name: V ,d( Date: I v l g ( IS This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 2: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 3: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 4: 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. 5: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 6: 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. 7: ***MECHANICAL PERMIT CONDITIONS*** 8: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1800 MECHANICAL FINAL 0701 ROUGH -IN MECHANICAL CITY OF TUKWILA Community Development Department Perinit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. Project No. Date Application Accepted: Date Application Expires: 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** SITE LOCATION Site Address: 6101 South 180th St Tenant Name: CenturyLink PROPERTY OWNER Name: Segale Properties Address: 6101 South 180th St City: Tukwila State: Wa Zip: CONTACT PERSON — person receiving all project communication Name: Ivy LeVangie Address: 20109 144th Ave NE City: Woodinville State: WA Zip: 98072 Phone: (425) 481-2266 Fax: (425) 486-6933 Email: ivyl@johansenmech.com King Co Assessor's Tax No.: 3523049120 Suite Number: Floor: New Tenant: ❑ Yes ❑ ..No MECHANICAL CONTRACTOR INFORMATION Company Name: Johansen Mechanical, Inc. Address: 20109 144th Ave NE City: Woodinville State: WA Zip: 98072 Phone: (425) 481-2266 Fax: (425) 486-6933 Contr Reg No.: JOHANMI l 73PK Exp Date: 02/02/2017 Tukwila Business License No.: BUS-0994192 Valuation of project (contractor's bid price): $ Describe the scope of work in detail: Revise existing ductwork per plans - provide new grilles and dampers as indicated 19,645 Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement m Fuel T pe: Electric Gas ❑ Other: H:Wpplications\Porms-Applications On Line \2011 Applications\Mechanical Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 1 of2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Furnace >100k btu Floor furnace Suspended/wall/floor mounted heater Appliance vent Repair or addition to heat/refrig/cooling system I. Air handling unit <10,000 cfm Unit Type Qty Air handling unit >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 Diffuser 12 Thermostat Wood/gas stove Emergency generator Other mechanical equipment 12 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. BUILDING •.WN :- ' L: AUTHORIZAGENT: Signature: Print Name: Ivy Mailing Address: 20109 144th Ave NE Date: 09/25/2015 Day Telephone: (425) 481-2266 Woodinville WA 98072 City State Zip H:Wpplications\Forms-Applications On Line\201 I Applications\Mechanical Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 2 of 2 Cash Register Receipt City of Tukwila Receipt Number R6263 DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $454.94 M15-0124 Address: 6101 S 180TH ST BLDG Apn: 3523049120 $454.94 MECHANICAL $437.44 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $317.45 PLAN CHECK FEE R000.322.102.00.00 0.00 $87.49 TECHNOLOGY FEE $17.50 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R6263 R000.322.900.04.00 0.00 $17.50 $454.94 Date Paid: Friday, September 25, 2015 Paid By: LAURA JOHNSON Pay Method: CREDIT CARD 615233 Printed: Friday, September 25, 2015 2:34 PM 1 of 1 CRWSYSTEMS INSPECTION RECORD Retain a copy with permit INCTION NO. PERMIT NO.. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro' l` � �6 P� Type of In ectio / e,C , 0L/A-• Address: �[�' J0/ /8'� � J at r lied: i Special Instructions: ut.31 / , Date Wa ted: l Reques et l Phornee No: % %' pproved per applicable codes. DCorrections required prior to approval. COMMENTS: —1�0,Proc�erl 0/.< f:;tt4/_- Inspector: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. re-1INSPECTION RECORD 1pzygy Retain a copywith ermitr INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Projec�t:'�, % /./i/U4'Type of Ins ecti' >f� ,vQ�lo�%/1 A , l 3 fir Date Called: ✓ . �( a/ Special Instructions: A Date Wanted: j n• ` / ( )5' P.. Requester: Phone No: pproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: ir Inspector: ./vive/A- Date: j / n ins REINSPECTION FEE REQUIRED. Prior to nextp INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 v— C Project/ f riyi-Vi / Type of lnsp�ction: `� „ / Address:6/0 / S ! T1 Y CO Date Called:/ 1 <1- Special Instructions: . 45 Date Wanted: Jo a.m. p.m. Requester: Mike Phone No: 1;11101-.roVed per applicable codes. LJ Corrections required priorpfel:1;tal. COMMENTS: ay-A(4i d / 7> Ce/Z/ s/t)i,[ "e.. Inspector: Date: 1/ 5 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • TITUS° Submittal G-300R 4-1-96 Louvered Supply Grilles and Registers Models: ❑ 300RL • Double Deflection • Long Front Blades • �0 300RS • Double Deflection • Short Front Blades • Border Type 1 • Surface Mount 9/16" — 1 1/4" D + 1 314" D - 3/4 KDW SALAS O'BRIEN, LLC • Steel REVIEWED BY RJ DATE09/16/1f ® NO EXCEPTIONS TAKEN 3/4" Blade S acin AMEND MAKE CORRECTIONSANDRESUBM ITNOTED p 3/4" Blade Spacinf REJECTED -SEE REMARKS IIIIIIIIIIII I I I 1111 Screwdriver Slot Operator For Optional IL Damper Optional Opposed Blade Damper D -112" Nominal Duct Size D " HOP DRAWING REVIEW IS FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT OF RACTOR IS TING AND ORDINATION STALLATION SIBILITY IS VESS OF CONTRACT DOCUMENTS. CON' RESPONSIBLE FOR CORREI A CONFIRMING QUANTITIES, CC WITH OTHER TRADES AND It• TECHNIQUES. NO RESPON 1/4" ASSUMED FOR CORRECT DIMENSIONS OR DETAILS. t 1 3/4" Note: When Damper Is Full Open, Add 3/8" To Overall Depth. Available Sizes (D" x D") Border Type 1 is available in sizes 6" x 4" through 48" x 48" in 2" increments in one piece construction. Odd and fractional sizes are available at additional cost. Sizes larger than 48" x 48" are shipped in multiple sections with joining strips for field assembly. Note: Wall or duct opening should be duct size ±'/a". All dimensions are in inches. Fastenings ❑ Type A • External Screw ❑ Type C • Concealed Screw Duct Size - 3/4 1/4 1 1/4 Duct Size ---�-I Available with Border Type 1 only. Single deflection blades shown for clarity. For actual blade configuration see above. Type C fastening not available with damper. Duct Accessories (Optional) ❑ Neck mounted opposed blade damper (galvanized steel) ❑ IS • Insect Screen ('/16" square mesh — galvanized steel) General Description • Available with front louvers vertical or horizontal. • Optional opposed blade damper has screw- driver adjustment accessible through face of register. Mounting Frames 0 PF • Steel Plaster Frame ❑ PFA • Aluminum Plaster Frame 1/4 5/161 Duct+23/8 - ►— Duct +17/8 --�► 1/4 1/4 5/16 1/2 } �/ � , � l2 f �►-- Duct + 1/16 �-� Y� Duct + 1/16 �-�- Surface Mounted Example Recessed Mounted Example Note: Wall opening should be listed duct size +'/a" to listed duct size +'/4". Plaster frame may be surface mounted or recess mounted. Duct+23/8 �► Duct + 1 7/8 Y.— 1/4 ■ �i 1 Check if provided ❑ DS • Debris Screen ('/4" square mesh — galvanized steel) ❑ EQT • Earthquake tabs ❑ Other Stan(d+iar1,/iED 26 White ❑ optibfl'a�fi1lisJF TUKWILA SEP 2 5 2015 PERMIT CENTER • Front and rear louvers are individually adjustable. • Insect and debris screens are not available when dampers are fitted. • Material is steel. • #8 x 11/4" lg. Phillip's flat head sheet metal screws (painted). • All dimensions are ± 1/16". TITUS() Note: This submittal is meant to demonstrate general dimensions of this product. The drawing on this st aspect of the product with exactness. Drawings are not to scale. TITUS reserves the right to make chan 990 Security Row • Richardson, Texas 75081 • 214-699-1030 • Fax 214-6 NI rights reserved. No part of this work may be reproduced or transmitted in any form or any means, electronic or mechanical, Including photocopying and recording, or by any Informatlo it nt every rim tte syste ssken ing G- S kips Ind RUSKIN® 3900 Dr. Greaves Rd. • Kansas City, MO 64030 • MD35 MANUAL BALANCING DAMPER APPLICATION The MD35 is a ruggedly built damper designed espe- cially for manual balancing applications. It offers an economical manufactured product alternative to the "shop built" items often installed. STANDARD CONSTRUCTION FRAME 5" x 1" x 16 gage (127 x 25 x 1.6) galvanized steel channel with corner braces. Low profile top and bottom 31/2" x 3/8" x 16 gage (89 x 10 x 1.6) galva- nized steel channel 13" (330) high and under, actual. BLADES 8" (203) maximum width 16 gage (1.6) galvanized steel. Opposed blade action is standard with paral- lel blade action optional at no additional charge. BLADE STOP 20 gage (.9) galvanized steel standard for units 12" (305) high and under as required by SMACNA duct construction standards. Optional for units over 12" (305) high as stated by SMACNA duct construction standards. FINISH Mill galvanized. LINKAGE Exposed or concealed in frame as determined by Ruskin. AXLES 1/2" (13) hex. BEARINGS Molded synthetic. CONTROL SHAFT 3" (76) x 3/8" (10) square plated steel. 1/2" (13) dia. jackshaft for multisection dampers. MAXIMUM SIZE Single section — 48"w x 48"h (1219 x 1219). MULTIPLE SECTION ASSEMBLY 96"w x 96"h (2438 x 2438). Each section operates independently. Requires one hand quadrant per section. For larger sizes or common operation see model CD355. MINIMUM SIZE 6"w x 5h (152 x 127). Dampers under 103/e" (264) nominal are single blade. TEMPERATURE LIMITS -40°F (-40°C) minimum and +240°F (+116°C) max- imum. Dimensions in parenthesis ( ) indicate millimeters. KDW SALAS O'BRIEN, LLC REVIEWED BY RJ DATE 09/16/15 ® NO EXCEPTIONS TAKEN ❑ MAKE CORRECTIONS NOTED ❑ AMEND AND RESUBMIT ❑ REJECTED -SEE REMARKS SWOP DRAWINC REVIEW IS FOR GENERAL (816) 761-7476 CONFORMANCEFAM Roo 7rggcigig-5g CONTRACT norl1MFN S NTRACTOR I.q RESPONSIBLE FOR CORRELATING AND CONFIRMING QUANTITIES, COORDINATION WITH OTHER TRADES AND INSTALLATION TECHNIQUES. NO RESPONSIBILITY IS ASSUMED FOR COflRCCTNCSC OF DIMENSIONS OR DETAILS. FEATURES • Non-stick non -corrosive bearings for long life and ease of opera- tion. • Positive lock axles and shake proof linkage for low maintenance operation. • Exceeds volume damper designs recommended by SMACNA. OPTIONS • 304 stainless steel construction. • Jackshaft to operate multi -section damper from one side. • Locking hand quadrant (one required per section unless damper ordered with jackshaft option). • 2" (51) stand-off hand quadrant mounting bracket (ships loose and does not include hand quadrant). • 1/2" (13) round control shaft. • 011ite bronze bearings. • Special finishes. Spec MD35-708/Replaces MD35-207 ALL STATED SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE OR OBLIGATION. ©Ruskin 2008 SUGGESTED SPECIFICATION Furnish and install, at locations shown on plans or in accordance with schedules, manual balancing dampers that meet or exceed the following minimum construction standards: Frame shall be 16 gage (1.6) galvanized steel formed into structural hat channel shape with tabbed corners for reinforcement. The blades shall be single skin, 16 gage (1.6) galvanized steel with three longitudinal MD35 PERFORMANCE DATA grooves for reinforcement. Bearings shall be corrosion resistant, molded synthetic sleeve type turning in an extruded hole in the damper frame. Axles shall be hexagonal positively locked into the damper blade. Dampers shall in all respects be equivalent to Ruskin Model MD35. Damper Width Maximum System Pressure Maximum System Velocity 48" (1219) 2.5" w.g. 1500 fpm 36" (991) 3.0" w.g. 1500 fpm 24" (610) 4.0" w.g. 1500 fpm 12" (305) 5.0" w.g. 1500 fpm The MD35 is structurally designed for velocities to 2000 fpm and above. Turbulence may produce objectionable noise in some con- ditions with velocities above 1500 fpm. Dampers may tolerate higher pressures and velocities than those listed here. Conservative ratings are presented intentionally in an effort to avoid misapplication. Consult Ruskin or your Ruskin repre- sentative when a damper is to be applied in conditions exceeding recommended maximums. INSTALLATION AND DIMENSIONAL INFORMATION BRACING OF MULTIPLE SECTION DAMPER ASSEMBLIES The MD35 is intended to be self supporting only in its largest single section size. Multiple section damper assemblies may require brac- ing to support the weight of the assembly and to hold against sys- tem pressure. Ruskin recommends appropriate bracing to support 96" (2 96" Max. (2438) Max. 38) = Damper can be provided with optional jackshaft for operation from one -side. RUSKIN® Each section operates independently. Requires one hand quadrant per section. 3900 Dr. Greaves Rd. Kansas City, MO 64030 (816) 761-7476 FAX (816) 765-8955 www.ruskin.com 14 the damper horizontally at least once for every 8' of damper width. Vertical assemblies and higher system pressures may require more bracing. Maximum 73/16" (183 • L i-*- 5" (127) MD35 OPPOSED BLADE 73/16" (183) MD35 Low profile top and bottom illustrated. Typical units 13" (330) high and under, actual. Blade Stop MD35 Blade Stop is standard for units 12" (305) high and under. Blade Stop is optional for units over 12" (305) high. °PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M15-0124 DATE: 09/28/15 PROJECT NAME: CENTURYLINK SITE ADDRESS: 6101 S 180TH ST X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division Public Works MA OW Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 09/29/15 Structural Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/28/15 Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW ❑ Staff Initials: 12/18/2013 JOHANSEN MECHANICAL INC Page 1 of 2 0 Washington State Department of Labor & Industries Home Inicio en Espanol Contact Search L&I A-Z Index Help My Secure 1. &I Safety Claims & Insurance Workplace Rights Trades & Licensing JOHANSEN MECHANICAL INC Owner or tradesperson Principals JOHANSEN, KEITH ALLEN, PRESIDENT HOLM, DEREK RICHARD, VICE PRESIDENT JOHANSEN, ALLEN D, PRESIDENT (End: 06/04/2015) JOHANSEN, ANITA J, SECRETARY (End: 06/04/2015) Doing business as JOHANSEN MECHANICAL INC WA UBI No. 600 495 164 20109 144th Ave NE WOODINVILLE, WA98072 425-481-2266 KING County Business type Corporation Governing persons ALLEN JOHANSEN KEITH JOHANSEN; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. JOHANMI173PK Effective — expiration 10/12/1983— 02/02/2017 Bond ................. DEVELOPERS SURETY & INDEM CO Bond account no. 275167C $12,000.00 Received by L&I Effective date 08/02/2010 07/31/2010 Expiration date Until Canceled Bond history Insurance ........_ ................. American Fire & Casualty Co Policy no. BKA55005445 $1,000,000.00 Received by L&I Effective date 01/23/2015 02/01/2014 Expiration date https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600495164&LIC=JOHANMI173PK&SAW= 10/9/2015 SITE PLAN 1 CenturyLink TUKWILA CYBER CENTER NETWORK IP POPS HVAC REVISIONS 6101 SOUTH 180TH STREET TUKWILA, WASHINGTON 98188 SOUTH 180TH STREET 19' UTILITIES EASEMENT I A.F. 6405583 \\ \\\\ \\\\\ \\\\\\\\ \\\\\ \ b./ \ RECYCUNG AREA 11111111111 r,\\\\ > ' > \ // ///// / > /// /// // ///////1/ c 0 0 --GENERATOR COURTYARD LOADING DOCK SITE PLAN L SCALE: 1" = 40' AREA OF WORK \\\ \\\\\\\\\ 4 -- FILE COPY RN°. Plan review approval is sulgat to enure and omissions. Approval of construction documents does not authorize q_ the violation of any adopted code or ordinance. Rip d approved Field Copy and CCfldOfls is acknowlatged: By: Date: City of Tukwila BUILDING DIVISION \ \\\ ///// //////7/ / > > > \\\\ / ////// / /// /// /// / /// /// ////// /////// \\\ / / CENTURYLINK SEATTLE TRANSPORT SWITCH SITE 0101 SOUTH 1SOTH STREET 217,020 S.F. / / / SEGALE PARK DRIVE D // PLAN NORTH BLDG ENTRY LOADING D 0 C K I/ .....--- ///// '30,00. ---- wo.,•*001">° ---- ;:::::::;;:;eoefr# *IP> /4Pe// Ar/ . / # 20' WATER ESMT / / REVISIONS Wo changes shalt 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. R = 501 L = 83.41 = 95* 35' 05 • GENERAL NOTES 1. DO NOT SCALE DRAWINGS: 7. THE CONTRACTORS SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENT. NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 2. DIMENSIONS: A. THOROUGHLY REVIEW ALL PLANS. VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE STARTING WORK. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 8. B. VERIFY LOCATION AND DISPOSITION OF EXISTING AND PROPOSED MECHANICAL, ELECTRICAL, AND DATA UTILITIES AFFECTED BEFORE STARTING WORK. C. DIMENSIONS ON PLANS ARE TO FINISH FACE OR CENTERLINE OF COLUMNS UNLESS NOTED OTHERWISE. D. DIMENSIONS TO DOOR OPENINGS ARE TO JAMB OPENING IN STUD WALLS. 3. COORDINATION: A. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION AND COORDINATION WITH OTHER TRADES. B. CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS. FOR. MECHANICAL EQUIPMENT WITH MECHANICAL CONTRACTOR AS WELL AS WITH APPROVED SHOP DRAWINGS, BEFORE PROCEEDING WITH THE WORK. C. WHERE INSTALLATION AND/OR CONNECTION OF EQUIPMENT IS NOT SPECIFIED BUT SUCH CONNECTION AND/OR INSTALLATION IS REQUIRED FOR A COMPLETE AND OPERABLE SYSTEM, THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR SUCH CONNECTION AND/OR INSTALLATION. 4. ABBREVIATIONS: THROUGHOUT THE PLAN ARE ABBREVIATIONS WHICH ARE OF COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE COMPLETE OR REPRESENTATIVE OF ALL CONDITIONS OR MATERIALS ACTUALLY USED ON THE PROJECT. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. 5. CODES: ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES. IN CASE OF ANY CONFLICT WHEREIN THE METHODS OR STANDARDS OF INSTALLATION OR THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS AND ORDINANCES WILL GOVERN. NOTIFY ARCHITECT OF ALL CONFLICTS. 6. PROVIDE ALL REQUIRED PERMITS: A. THE ARCHITECT HAS APPLIED FOR AND MADE DEPOSIT ON THE BUILDING AND MECHANICAL PERMIT. THE CONTRACTOR SHALL PROVIDE ALL ADDITIONAL PERMITS. B. ALL POSSIBLE RIGHT—OF—WAY WORK TO BE PER LOCAL JURISDICTION DEPARTMENT OF ENGINEERING STANDARDS. C. WORKING HOURS FOR THE USE OF LOUD EQUIPMENT SHALL BE LIMITED TO TIMES ESTABLISHED BY THE LOCAL JURISDICTION AND ACCORDING TO THE OWNER'S REQUIREMENTS. THIS EQUIPMENT SHALL INCLUDE BUT IS NOT LIMITED TO GENERATORS, COMPRESSORS, DRILLS, RADIOS, AND OTHER SIMILAR EQUIPMENT. WEATHERPROOFING: A. ALL EXTERIOR WALL OPENINGS, FLASHING, COUNTERFLASHING AND EXPANSION JOINTS SHALL BE CONSTRUCTED IN SUCH A MANNER AS TO MAKE IT WEATHERPROOF. B. PROVIDE FOR ALL TEMPORARY WEATHERPROOFING DURING THE COURSE OF WORK TO ASSURE PROTECTION AND FULL OPERATION OF THE EXISTING FACILITY. BUILDING AND EQUIPMENT: A. MAINTAIN AREAS FREE OF DEBRIS ACCUMULATION. KEEP WORK AREAS NEAT AND ORDERLY AS MUCH AS REASONABLY POSSIBLE. B. PROVIDE DUST PROTECTION FOR AREAS THAT WILL REMAIN OCCUPIED DURING CONSTRUCTION INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: TEMPORARY SEALS ON DOORS, TEMPORARY DUST PARTITIONS, AND TEMPORARY FILTRATION ON RETURN/SUPPLY GRILLES. C. CONTRACTOR TO REMOVE ALL MATERIALS NOT RELATED TO THE FINISHED PRODUCT FROM THE SITE ON A DAILY BASIS OR PER THE OWNER'S REQUIREMENTS. D. NO ASBESTOS OR ASBESTOS CONTAINING MATERIALS TO BE USED. 9. BLOCKING: PROVIDE SOLID BLOCKING FOR ALL WALL MOUNTED FIXTURES, DEVICES & EQUIPMENT. COORD. W/ MECHANICAL & ELECTRICAL TO VERIFY LOCATION REQ'D. 1 O. ASBESTOS: A. NO MATERIALS CONTAINING ASBESTOS ARE TO BE USED. B. IF MATERIALS ARE DISCOVERED ON SITE THAT APPEAR TO CONTAIN ASBESTOS, WORK IN THAT AREA IS TO STOP IMMEDIATELY. OWNER IS TO BE NOTIFIED AT ONCE. WORK IS NOT TO RESUME UNTIL MATERIAL HAS BEEN CONTAINED, REMOVED, AND/OR DETERMINED TO BE FREE FROM ASBESTOS. 11. EXAMINATION OF BIDDING DOCUMENTS: A. EACH BIDDER SHALL EXAMINE THE BIDDING DOCUMENTS CAREFULLY AND, NOT LATER THAN SEVEN DAYS PRIOR TO BID DUE DATE, SHALL MAKE REQUESTS FOR INFORMATION/CLARIFICATION OF ANY DISCREPENCIES, AMBIGUITY, INCONSISTENCY OR ERROR THEREIN WHICH HE MAY DISCOVER, UTILIZING THE CENTURYLINK MESSAGE BOARD BIDMASTER. ANY INTERPRETATION OR CORRECTION WILL BE ISSUED UITILIZING THE CENTURYLINK BIDMASTER MESSAGE BOARD. NO BIDDER SHALL RELY UPON INTERPRETATIONS OR CORRECTIONS GIVEN BY ANY OTHER METHOD. IF DISCREPANCIES, AMBIGUITY, INCONSISTENCY OR ERROR ARE NOT COVERED BY ADDENDUM OR WRITTEN DIRECTIVE, CONTRACTOR SHALL INCLUDE IN HIS BID THE LABOR, MATERIALS, AND METHODS OF CONSTRUCTION RESULTING IN HIGHER COST. AFTER AWARD OF CONTRACT, NO ALLOWANCE OR EXTRA COMPENSATION WILL BE MADE ON BEHALF OF THE CONTRACTOR DUE TO HIS FAILURE TO MAKE THE WRITTEN REQUESTS AS DESCRIBED ABOVE. B. THE PERSON SUBMITTING THE REQUEST WILL BE RESPONSIBLE FOR ITS PROMPT DELIVERY. FAILURE TO SO REQUEST CLARIFICATION OF ANY INADEQUACY, OMISSION, OR CONFLICT WILL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY. C. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND VERIFY THAT CONDITIONS ARE AS INDICATED. CONTRACTOR SHALL INCLUDE IN HIS BID THE COSTS REQUIRED TO MAKE HIS WORK MEET EXISTING CONDITIONS. ABBREVIATIONS ABV. A.F.F. ALUM. BD. BLDG. CLG. CLR. CONC. CONT. CONTR. DBL. DET. DIA. DIM. DR. EA. ELEC. ELEV. EQ. EXIST. EXT. F.F. FLR. F.T. GA. GALV. HT. HVAC HORIZ. INSL. LOC. ABOVE ABOVE FINISH FLOOR ALUMINUM BOARD BUILDING CEILING CLEAR CONCRETE CONTINUOUS CONTRACTOR DOUBLE DETAIL DIAMETER DIMENSION DOOR EACH ELECTRIC ELEVATION EQUAL EXISTING EXTERIOR FINISH FLOOR FLOOR FIRE TREATED GAUGE GALVANIZED HEIGHT HEATING/VENTILATING AIR CONDITIONING HORIZONTAL INSULATION LOCATION MAX. MECH. MFR. MIN. MISC. MTL. N.I.C. NO. N.T.S. 0.A. 0.C. OPNG. MAXIMUM MECHANICAL MANUFACTURE MINIMUM MISCELLANEOUS METAL NOT IN CONTRACT NUMBER NOT TO SCALE OVERALL ON CENTER OPENING PLYWD. PLYWOOD PR. PAIR REINF. REQD. R.O. SCH. SHT. SIM. SPEC. STL. STD. SYS. REINFORCING REQUIRED ROUGH OPENING SCHEDULE SHEET SIMILAR SPECIFICATION STEEL STANDARD SYSTEM THK. THICK TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE W/ wr. If. WITH WEIGHT CENTERLINE PROPERTY LINE GRAPHIC SYMBOLS XXX DETAIL TWO DRAWING FOUR WALL SECTION B DRAWING SIX ELEVATION B DRAWING SIX DOOR NUMBER NORTH ARROW ROOM NUMBER VICINITY MAP SUMMARY OF WORK SEPARATE PERMIT REQUIRED FOR: o f!.-thanical Eg,dectrical 1:17, bing Piping r_.f Tukwila DIVISION ISSUES / REVISIONS NO. DESCRIPTION DATE BY 1 OWNER REVIEW 07/09/15 RJJ 2 PERMIT SET 08/13/15 RJJ 1600 7111 AVE. SEAM. WASNNGTON OFFICE OF THE OR PROPERTY WAR Mmlimi =Mod M* *Md ll M *** IndUkdall MOIL t MN* I me sAWW mrimmddhw d ColdAdc CODE NOTES LEGAL DESCRIPTION SHEET INDEX ZONE: OCCUPANCY: BUILDING AREA: TUKWILA URBAN CENTER B (DATA CENTER) 89,250 SF BUILDING HEIGHT: ONE STORY CONSTRUCTION TYPE: II-B CLIMATE ZONE: 1 (WASHINGTON STATE ENERGY CODE) 4C (INTERNATIONAL ENERGY CODE) APPLICABLE CODES: 2012 INTERNATIONAL BUILDING CODE ** 2012 INTERNATIONAL EXISTING BUILDING CODE 2012 INTERNATIONAL FIRE CODE ** 2012 INTERNATIONAL MECHANICAL CODE ** 2012 UNIFORM PLUMBING CODE ** 2011 NATIONAL ELECTRIC CODE ** 2012 WASHINGTON ENERGY CODE ** WITH STATE AND LOCAL AMENDMENTS PARCEL NO. 35230491 20 PORTION OF LOT 2 OF CITY OF TUKWILA SHORT PLAT NO 86-45 SS RECORDING NO 8609081152 AS AMENDED BY CITY OF TUKWILA LOT LINE ADJ NO 93-0085 RECORDING NO 9311301961 AS LOT 3 DAF - PORTION OF SW 1/4 OF NE 1/4 - BEGIN NW CORNER OF SW 1/4 OF NE 1/4 TH S 87-50-09 E 449.30 FT TH S 02-09-51 W 36 FT TO S MGN OF S 180TH ST & POB TH S 87-50-09 E 786.92 FT TH ALONG CURVE TO RIGHT RADIUS OF 50, FT THRU C/A OF 95-35-05 ARC DISTANCE OF 83.41 FT TH S 07-44-56 W 348.56 FT TH N 87-50-09 W 802.76 FT TH N 02-09-51 E 401.77 FT TO POB --- LOT 3 OF CITY OF TUKWILA LOT LINE ADJ NO 93-0085 RECORDING NO 9311301961 --- LESS RR R/W ESMT IN NE 1/4 & SE 1/4 (OPERATING PROPERTY) G0.1 COVER SHEET, SITE PLAN & GENERAL INFO MO.1 MECHANICAL LEGEND AND NOTES M1.1 MECHANICAL DEMOLITION PARTIAL FLOOR PLAN M2.1 MECHANICAL PARTIAL FLOOR PLAN M3.1 RCP PARTIAL FLOOR PLAN IkkElftWED FOR E COMPLIANCE APPROVED OCT 0 2 2015 ty of Tukwila OtilLOING DIVISION CONSULTANT NAME 1111 KOWSALASO'BRIEN 1,a1L 10202 Fifth Avenue NE, Suite 300 Seattle, Washington 98125 p. 206.547.1940 f. 206.547.8212 www.lalw.net 150429 CONSULTANT FIRM FiE.CEVED CITY OF TUKWILA SEP 2 5 2015 PERMIT CENTER ere. CenturyLink BUILDING ID BUILDING NAME STREET ADDRESS FLOOR TUKWILA CYBER CENTER 6101 SOUTH 180TH STREET CRY, STATE TUKWILA, WASHINGTON 98188 DESCRIPTION COVER SHEET, SITE PLAN & GENERAL INFORMATION CONSULTANT NAME KDW SALAS O'BRIEN /02/ NO. 150429 G0.1 MECHANICAL ABBREVIATIONS MECHANICAL LEGEND GENERAL MECHANICAL NOTES AFF APPROX BOP CBBD CFM CLG CONC COND CONN CONST CONTR CHWS CHWR db DIA DIM DN DWG EA ELECT ENGR EQUIP ESP EXH FD FLR FPI FPFVM GA GAL GPM HP KW MAXLB MBH MECH ABOVE FINISHED FLOOR APPROXIMATE BOTTOM OF PIPE COUNTER BALANCED BACKDRAFT DAMPER CUBIC FEET/MINUTE CEILING CONCRETE CONDENSATE CONNECTION CONSTRUCTION CONTRACTOR CHILLED WATER SUPPLY CHILLED WATER RETURN DRY BULB DIAMETER DIMENSION DOWN DRAWING EXHAUST AIR ELECTRICAL ENGINEER EQUIPMENT EXTERNAL STATIC PRESSURE EXHAUST DEGREES FAHRENHEIT FLOOR DRAIN FLOOR FINS PER INCH FEET PER MINUTE FACE VELOCITY GAUGE GALLON GALLONS/MINUTE HORSEPOWER KILOWATT POUND MAXIMUM BTUH IN THOUSANDS MECHANICAL MFGR MIN NC NO 0/C OSWF OA PD PF PG PSIG PRESS RA RECIRC REG REQD RPM RM SA SP SPEC SQ SS STD STRUCT SW TD TEMP THRU TMTR TSP TSTAT TYP V VEL VD wb MANUFACTURER MINIMUM NORMALLY CLOSED NORMALLY OPEN ON CENTER ON —SITE WORK FORCE OUTSIDE AIR PRESSURE DIFFERENCE PLUG FAN PRESSURE GAUGE POUNDS/SQUARE INCH, GAUGE PRESSURE RETURN AIR RECIRCULATION REGISTER REQUIRED REVOLUTIONS/MINUTE ROOM SUPPLY AIR STATIC PRESSURE SPECIFICATIONS SQUARE STAINLESS STEEL STANDARD STRUCTURE, STRUCTURAL SWITCH TEMPERATURE DIFFERENCE TEMPERATURE THROUGH THERMOMETER TOTAL STATIC PRESSURE THERMOSTAT TYPICAL VENT VELOCITY MANUAL VOLUME DAMPER WASTE WET BULB i QIN • (THROW) 1 AP O EF-4 O COND RA/EA SA NEW DUCTWORK EXISTING DUCTWORK DEMOLITION DUCTWORK RETURN AIR, RELIEF AIR OR EXHAUST AIR DUCT / RISER SUPPLY AIR DUCT / RISER DUCT TURNIING DOWN NEW EQUIPMENT EXISTING EQUIPMENT CEILING MOUNTED RETURN OR EXHAUST GRILLE / REGISTER CEILING MOUNTED SUPPLY DIFFUSER SIDEWALL RETURN GRILLE ACCESS PANEL WALL MOUNTED THERMOSTAT WALL MOUNTED SPACE PRESSURE SENSOR MAJOR EQUIPMENT CALLOUT MINOR EQUIPMENT CALLOUT NOTE REFERENCE CONDENSATE CONTROL VALVE, MOTORIZED FLOOR DRAIN BUTTERFLY VALVE n DN UP lyl —021 NI 1.5D 0 —® DN UP Y—STRAINER BALL VALVE BALANCING VALVE EXISTING FIRE/SMOKE DAMPER MOTORIZED DAMPER VOLUME DAMPER COMBINATION FIRE/SMOKE DAMPER RADIUS OFFSET 90' HEEL TAP TAKEOFF (RECTANGULAR DUCT) TEE ECCENTRIC TRANSITION (A = 15' MAXIMUM) RECTANGULAR —TO —ROUND TRANSITION (A = 15' MAXIMUM) DUCT OFFSET, DOWN DUCT OFFSET, UP MITERED ELBOW (WITH TURNING VANES) RADIUS ELBOW 1. DO NOT SCALE THESE DRAWINGS. 2. VERIFY DIMENSIONS & CONDITIONS IN THE FIELD. NOTIFY ENGINEER OF ANY DISCREPANCIES. DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL OFFSETS, BENDS, ELBOWS, ETC., WHICH MAY BE REQUIRED FOR PROPER INSTALLATION OF WORK. PROVIDE ADDITIONAL BENDS AND/OR OFFSETS AS REQUIRED TO COMPLETE WORK AT NO ADDITIONAL COST. 3. COORDINATION OF WORK WITH OTHER TRADES EMPLOYED IN THE PROJECT IS MANDATORY. CAREFULLY EXAMINE THE SPACE AVAILABLE TO DETERMINE ANAL ROUTING AND ELEVATIONS OF SERVICES. SHOULD REARRANGEMENT OR RE—ROUTING OF LINES OR PIPING BE NECESSARY, PROVIDE FOR APPROVAL THE SIMPLEST LAYOUT POSSIBLE FOR THAT PARTICULAR PORTION OF THE WORK. 4. THE EXISTENCE OF ANY PIPING, DUCTS OR OTHER SERVICE FACILITIES ARE SHOWN IN A GENERAL WAY ONLY. THE CONTRACTOR SHALL VISIT THE SITE AND MAKE EXACT DETERMINATION OF THE EXISTENCE OF ANY SUCH FACILITIES PRIOR TO THE SUBMISSION OF HIS BID. 5. CONTRACTOR TO REMOVE MATERIALS NOT RELATED TO THE FINISHED PRODUCT FROM THE SITE. 6. MAINTAIN AREAS FREE OF DEBRIS ACCUMULATION. KEEP WORK AREAS NEAT AND ORDERLY IN AS MUCH AS REASONABLY POSSIBLE. 7. ALL WORK TO BE INSTALLED PER CURRENT CENTURYLINK STANDARDS. REVS' - LIED FOR, CODE C �1� APR OCT 0 2 2015 city of BUILDING DIVISION ISSUES / REVISIONS NO. DESCRIPTION DATE BY 1 OWNER REVIEW 07/09/15 RJJ 2 PERMIT SET 08/13/15 RJJ 1600 71H AVE., SEATRE, WASHINGTON OFFICE OF 1HE DR PROPERTY LOB. le Womb' ccidrd bed. rod sot b. slalomed b toodwlarf pi. tt h moot far .r by memt.d aPoo.b im d Q.b.�llok CONSULTANT FIRM KDWSALASO'BRIEN 10202 Fifth Avenue NE, Suite 300 Seattle, Washington 98125 p. 206.547.1940 f. 206.547.8212 www.kdwnet CITY OF T U KW!LA SEP 2 5 2015 PERMIT CENTER 150429 DRAWING INDEX CenturyLink DESCRIPTION BUILDING ID FLOOR BUILDING NAME TUKWILA CYBER CENTER STREET ADDRESS 6101 SOUTH 180TH STREET CRY. STATE TUKWILA, WA 98188 MECHANICAL LEGEND AND NOTES MO.1 MECHANICAL LEGEND AND SCHEDULES M1.1 MECHANICAL DEMOLITION PARTIAL FLOOR PLAN M2.1 MECHANICAL PARTIAL FLOOR PLAN M3.1 RCP PARTIAL FLOOR PLAN CONSULTANT NAME KDW SALAS O'BRIEN CONSULTANT NAME DRAWN BY JCL DATE 07/02/15 CHECKED BY RJJ CASE NUMBER JOB NO. 150429 REVISED BY DRAWING N0. SHEET NO. SChLEAS NOTED MO.1 SHEET NOTES 1. DO NOT SCALE THESE DRAWINGS. 2. VERIFY ALL DIMENSIONS & CONDITIONS IN THE FIELD. NOTIFY ENGINEER OF ANY DISCREPANCIES. 1 REVfVWEO FOR CODE CgMP.IANCg APPROVED OCT 0 2 2015 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND DETERMINE THE EXACT EXTENT OF WORK, COORDINATION, DEMOLITION, TEMPORARY CONSTRUCTION, TEMPORARY FACILITIES, ETC. NECESSARY TO COMPLETE THIS PROJECT AS INDICATED IN THE CONTRACT DOCUMENTS. 4. EXISTING INFORMATION SHOWN ON DRAWING HAS BEEN TAKEN FROM EXISTING DRAWINGS PROVIDED BY THE OWNER AND/OR CURSORY FIELD SKETCHES TAKEN FROM EXISTING FILED SKETCHES AND OBSERVATIONS. KDW SALAS O'BRIEN AND THEIR REPRESENTATIVES ARE NOT RESPONSIBLE FOR THE ACCURACY OR ADEQUACY OR CONFORMANCE WITH CODES OF ANY WORK SHOWN AS EXISTING. 5. ALL TELECOMMUNICATIONS EQUIPMENT TO REMAIN ON-LINE AND FUNCTIONING AT ALL TIMES. CONTRACTOR TO PROTECT & MAINTAIN POWER TO ALL EQUIPMENT SCHEDULED TO REMAIN FOR THE DURATION OF CONSTRUCTION. 6. SCHEDULE ALL WORK OVER, NEAR OR AFFECTING NETWORK EQUIPMENT WITH CENTURY LINK ON -SITE WORK FORCE PERSONNEL. COMPLETE "METHODS OF PROCEDURE" FOR WORK AS DIRECTED BY AT&T IN ACCORDANCE WITH AT&T STANDARDS. 7. CONTRACTOR TO REMOVE ALL MATERIALS NOT RELATED TO THE FINISHED PRODUCT FROM THE SITE. 8. MAINTAIN AREAS FREE OF DEBRIS ACCUMULATION. KEEP WORK AREAS NEAT AND ORDERLY IN AS MUCH AS REASONABLY POSSIBLE. 9. CONTRACTOR IS RESPONSIBLE FOR ALL ERECTION, BRACING & SHORING OF EXISTING AND NEW EQUIPMENT OR MATERIALS UNTIL SUCH TIME IT IS PERMANENTLY SUPPORTED OR IS READY FOR REMOVAL DURING CONSTRUCTION, WHETHER SCHEDULED FOR DEMOUT1ON OR REUSE. 10. PROVIDE EQUIPMENT PROTECTION ABOVE ALL NETWORK EQUIPMENT (INCLUDING BUT NOT LIMITED TO CABLING, BUS, CABLE TRAY, EQUIPMENT BAYS, RECTIFIERS, BATTERIES, INVERTERS, DISTRIBUTION PANELS, ETC.). WHEN WORKING ABOVE EQUIPMENT, ALL PROTECTION SHALL BE COORDINATED WITH CENTURY LINK PERSONNEL TO ENSURE THAT THE PROTECTION WILL NOT BLOCK ACCESS TO EQUIPMENT OR CAUSE OVERHEATING. PROVIDE TEMPORARY COOUNG AS REQUIRED. CONTRACTOR TO SUBMIT DESIGN OF ALL TEMPORARY DUST BARRIERS TO ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION. D FLAG NOTES > REMOVE SUPPLY DIFFUSER AND ASSOCIATED FLEX. > REUSE SUPPLY PLENUM. D REMOVE VOLUME DAMPER FROM 18"0 SUPPLY. ISSUES / REVISIONS NO. DESCRIPTION DATE 1 2 OWNER REVIEW PERMIT SET 07/09/15 08/13/15 BY RJJ RJJ 1600 7TH AVE., SEAM, WASHI NGTON OFFICE OF THE Dtf1. PROPERTY MGM. n. Mambo wWW r..i .at be dcciowd b madUf i pow. I Y .wit br w CONSULTANT FIRM KDWSALASO'BRI EN 10202 Fifth Avenue NE, Suite 300 Seattle, Washington 98125 p. 206.547.1940 f. 206.547.8212 www.kdwnet 150429 erts CenturyLink BUILDING ID m/ OF TUKWILA WILA SEP 2 5 2015 PERMIT CENTER FLOOR BUILDING NAME TUKWILA CYBER CENTER STREET ADDRESS 6101 SOUTH 180TH STREET CITY. STATE TUKWILA, WA 98188 DESCRIPTION MECHANICAL DEMOLITION PARTIAL FLOOR PLAN CONSULTANT NAME KDW SALAS O'BRIEN CONSULTANT NAME MECHANICAL DEMOLITION PARTIAL FLOOR PLAN SCALE: 1/4" = 1'-0" 0 2' 4' B' PLAN NORTH City ofTtikWila BUILDING DIVISION DRAWN BY JCL DBE 04/07/15 CHECKED BY RJJ CASE NUMBER JOB NO. 150429 REVISED BY SCPE AS NOTED DRAWING NO. SHEET NO. M1.1 SHEET NOTES I 1. DO NOT SCALE THESE DRAWINGS. 2. VERIFY ALL DIMENSIONS & CONDITIONS IN THE FIELD. NOTIFY ENGINEER OF ANY DISCREPANCIES. 30x18 EXISTING VAV SUPPLY PLENUM (TYP) 14x20 -__ 14x20 14x20 -_• HOT AISLE COLD AISLE HOT AISLE COLD AISLE HOT AISLE i COLD AISLE 1 FIBER CABINET 1 / / / I I I I I I I I I 24x48 ACT PROVIDE A SHEET METAL FLASHING AROUND DUCT TO IN -FILL CEILING PANEL TO NEAREST HALF GRID. 14x20 SUPPLY DUCT RUSKIN MD-35 VOLUME DAMPER, APPROX 12" FROM GRILLE SG-1, 12x18 DOUBLE DEFLECTION FLOOR SUPPLY GRILLE, TITUS 300RS MECHANICAL SECTION SCALE: NONE ;H 1 60 0 7 SG-1 1250 8 (TYP) 0 0 F— C L ) VAV-001 X VAV-002- L ce - 03 20x14 (TYP) POC (TYP) VON MECHANICAL PARTIAL FLOOR PLAN PLAN NORTH (\SUPPLY GRILLE DETAIL SCALE: NONE REWEO FOR CODE COAFILIANCE APPROVED OCT 02 2015 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND DETERMINE THE EXACT EXTENT OF WORK, COORDINATION, DEMOLITION, TEMPORARY CONSTRUCTION, TEMPORARY FACILITIES, ETC. NECESSARY TO COMPLETE THIS PROJECT AS INDICATED IN THE CONTRACT DOCUMENTS. 4. EXISTING INFORMATION SHOWN ON DRAWING HAS BEEN TAKEN FROM EXISTING DRAWINGS PROVIDED BY THE OWNER AND/OR CURSORY FIELD SKETCHES TAKEN FROM EXISTING FILED SKETCHES AND OBSERVATIONS. KDW SALAS O'BRIEN AND THEIR REPRESENTATIVES ARE NOT RESPONSIBLE FOR THE ACCURACY OR ADEQUACY OR CONFORMANCE WITH CODES OF ANY WORK SHOWN AS EXISTING. 5. ALL TELECOMMUNICATIONS EQUIPMENT TO REMAIN ON-UNE AND FUNCTIONING AT ALL TIMES. CONTRACTOR TO PROTECT & MAINTAIN POWER TO ALL EQUIPMENT SCHEDULED TO REMAIN FOR THE DURATION OF CONSTRUCTION. 6. SCHEDULE ALL WORK OVER, NEAR OR AFFECTING NETWORK EQUIPMENT WITH CENTURY LINK ON -SITE WORK FORCE PERSONNEL. COMPLETE "METHODS OF PROCEDURE" FOR WORK AS DIRECTED BY AT&T IN ACCORDANCE WITH AT&T STANDARDS. 7. CONTRACTOR TO REMOVE ALL MATERIALS NOT RELATED TO THE FINISHED PRODUCT FROM THE SITE. 8. MAINTAIN AREAS FREE OF DEBRIS ACCUMULATION. KEEP WORK AREAS NEAT AND ORDERLY IN AS MUCH AS REASONABLY POSSIBLE. 9. CONTRACTOR IS RESPONSIBLE FOR ALL ERECTION, BRACING & SHORING OF EXISTING AND NEW EQUIPMENT OR MATERIALS UNTIL SUCH TIME IT IS PERMANENTLY SUPPORTED OR IS READY FOR REMOVAL DURING CONSTRUCTION, WHETHER SCHEDULED FOR DEMOLITION OR REUSE. 10. PROVIDE EQUIPMENT PROTECTION ABOVE ALL NETWORK EQUIPMENT (INCLUDING BUT NOT LIMITED TO CABLING, BUS, CABLE TRAY, EQUIPMENT BAYS, RECTIFIERS, BATTERIES, INVERTERS, DISTRIBUTION PANELS, ETC.). WHEN WORKING ABOVE EQUIPMENT, ALL PROTECTION SHALL BE COORDINATED WITH CENTURY LINK PERSONNEL TO ENSURE THAT THE PROTECTION WILL NOT BLOCK ACCESS TO EQUIPMENT OR CAUSE OVERHEATING. PROVIDE TEMPORARY COOUNG AS REQUIRED. CONTRACTOR TO SUBMIT DESIGN OF ALL TEMPORARY DUST BARRIERS TO ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION. D FLAG NOTES D NOT USED. ISSUES / REVISIONS NO. DESCRIPTION DATE BY 1 OWNER REVIEW 07/09/15 RJJ 2 PERMIT SET 08/13/15 RJJ 1600 7TH AVE„ SEATRLE, WA9W4GTON OFFICE OF THE DR. PROPERLY MGMT. 1M Mambo =Mod bri dyad/ and be &Mind b umdl alyd paaa 1 Y mwd for we by mindnl mr omblim d IMMO' CONSULTANT FIRM KDWSAL ASO'BRIEN 10202 Fifth Avenue NE, Suite 300 Seattle, Washington 98125 p. 206.547.1940 f. 206.547.8212 www.kdwnet 150429 tee►' I® $1 CenturyLink DESCRIPTION BUILDING ID RECEiVr_. CITY OF TUKWILA SEP 25 2015 PERMIT CENTER FLOOR BUILDING NAME TUKWILA CYBER CENTER STREET ADDRESS 6101 SOUTH 180TH STREET CRY. STATE TUKWILA, WA 98188 MECHANICAL PARTIAL FLOOR PLAN CONSULTANT NAME KDW SALAS O'BRIEN CONSULTANT NAME City ofT _ BUILDING DI -SIGN DRAWN BY JCL DATE 04/07/15 CHECKED BY RJJ CASE NUMBER JOB NO. 150429 REVISED BY SCALE AS NOTED DRAWING NO. SHEET NO. M2.1 SHEET NOTES 1. DO NOT SCALE THESE DRAWINGS. 2. VERIFY ALL DIMENSIONS & CONDITIONS IN THE FIELD. NOTIFY ENGINEER OF ANY DISCREPANCIES. x • 1 0 • LT L J LT ❑F r L • • 1 0 LT LT LT LT L J X • • X X X LT LT LT 0 X x L • • 1 — 0 LT LT LT LT X X X X X x x X X X x X X X X RCP PARTIAL FLOOR PLAN PLAN NORTH REaVVED FOR QDEGCMPLIANCE .� AFPROVED OCT 0 2 2015 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND DETERMINE THE EXACT EXTENT OF WORK, COORDINATION, DEMOLITION, TEMPORARY CONSTRUCTION, TEMPORARY FACILITIES, ETC. NECESSARY TO COMPLETE THIS PROJECT AS INDICATED IN THE CONTRACT DOCUMENTS. 4. EXISTING INFORMATION SHOWN ON DRAWING HAS BEEN TAKEN FROM EXISTING DRAWINGS PROVIDED BY THE OWNER AND/OR CURSORY FIELD SKETCHES TAKEN FROM EXISTING FILED SKETCHES AND OBSERVATIONS. KDW SALAS O'BRIEN AND THEIR REPRESENTATIVES ARE NOT RESPONSIBLE FOR THE ACCURACY OR ADEQUACY OR CONFORMANCE WITH CODES OF ANY WORK SHOWN AS EXISTING. 5. ALL TELECOMMUNICATIONS EQUIPMENT TO REMAIN ON—LINE AND FUNCTIONING AT ALL TIMES. CONTRACTOR TO PROTECT & MAINTAIN POWER TO ALL EQUIPMENT SCHEDULED TO REMAIN FOR THE DURATION OF CONSTRUCTION. 6. SCHEDULE ALL WORK OVER, NEAR OR AFFECTING NETWORK EQUIPMENT WITH CENTURY LINK ON —SITE WORK FORCE PERSONNEL. COMPLETE "METHODS OF PROCEDURE" FOR WORK AS DIRECTED BY AT&T IN ACCORDANCE WITH AT&T STANDARDS. 7. CONTRACTOR TO REMOVE ALL MATERIALS NOT RELATED TO THE FINISHED PRODUCT FROM THE SITE. 8. MAINTAIN AREAS FREE OF DEBRIS ACCUMULATION. KEEP WORK AREAS NEAT AND ORDERLY IN AS MUCH AS REASONABLY POSSIBLE. 9. CONTRACTOR IS RESPONSIBLE FOR ALL ERECTION, BRACING & SHORING OF EXISTING AND NEW EQUIPMENT OR MATERIALS UNTIL SUCH TIME IT IS PERMANENTLY SUPPORTED OR IS READY FOR REMOVAL DURING CONSTRUCTION, WHETHER SCHEDULED FOR DEMOLITION OR REUSE. 10. PROVIDE EQUIPMENT PROTECTION ABOVE ALL NETWORK EQUIPMENT (INCLUDING BUT NOT LIMITED TO CABLING, BUS, CABLE TRAY, EQUIPMENT BAYS, RECTIFIERS, BATTERIES, INVERTERS, DISTRIBUTION PANELS, ETC.). WHEN WORKING ABOVE EQUIPMENT, ALL PROTECTION SHALL BE COORDINATED WITH CENTURY LINK PERSONNEL TO ENSURE THAT THE PROTECTION WILL NOT BLOCK ACCESS TO EQUIPMENT OR CAUSE OVERHEATING. PROVIDE TEMPORARY COOLING AS REQUIRED. CONTRACTOR TO SUBMIT DESIGN OF ALL TEMPORARY DUST BARRIERS TO ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION. D FLAG NOTES NOT USED. ISSUES / REVISIONS NO. DESCRIPTION DATE BY 1 OWNER REVIEW 07/09/15 RJJ 2 PERMIT SET 08/13/15 RJJ 1600 7IH AVE. SEATTLE, WASHNGTON OFFICE OF THE DR. PROPERTY YGYT. no tofoaraa =Wei bona I, M oat b docked b two hated pram k Y swot for or hd CONSULTANT FIRM KDW SAL ASO'BRIEN 10202 Fifth Avenue NE, Suite 300 Seattle, Washington 98125 p. 206547.1910 f. 206.547.8212 www.kdwnet 150429 heril % ®:i" CenturyLink S BUILDING ID RECEiVEn CITY OF TUKWILA SEP 2 5 2015 PERMIT CENTER FLOOR BUU.DING NAME TUKWILA CYBER CENTER ADDRESS 6101 SOUTH 180TH STREET CITY, STATE TUKWILA, WA 98188 DESCRIPTION RCP PARTIAL FLOOR PLAN CONSULTANT NAME KDW SALAS O'BRIEN CONSULTANT NAME SCALE: 1/4" = 1'-0" 0 2' 4' 8' ' C* Tuk ira U(LONG DIVISION DRAWN BY JCL DAaE 04/07/15 CHECKED BY RJJ CASE NUMBER JOB N0. 150429 REVISED BY WAX AS NOTED DRAWING NO. SHEET N0. M3.1