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HomeMy WebLinkAboutPermit M07-142 - DSW SHOESDSW SHOES 17100 SOUTHCENTER PY M07 -142 Parcel No.: 2623049081 Address: Suite No: City -f Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 17100 SOUTHCENTER PY TUKW MECHANICAL PERMIT Tenant: Name: DSW SHOES Address: 17100 SOUTHCENTER PY, STE 128 , TUKWILA WA Owner: Name: WIG PROPERTIES LLC -SS Address: 4811 134TH PL SE , BELLEVUE WA Contact Person: Name: BRENT ADKISSON Address: 2020 S 320 ST #C -90 , FEDERAL WAY WA Contractor: Name: D1S MECHANICAL Address: 2020 S 320 ST #C -90 , FEDERAL WAY WA Contractor License No: D 15MEM *930BT DESCRIPTION OF WORK: INSTALL (8) HVAC ROOFTOP UNITS, INTALL (8) T-STAT WIRES TO SPACE - NO DUCTWORK. Value of Mechanical: $60,000.00 Type of Fire Protection: Furnace: < 100K BTU >100K BTU Floor Furnace Suspended/Wall/Floor Mounted Heater Appliance Vent Repair or Addition to Heat/Refrig /Cooling System.... Air Handling Unit <10,000 CFM >10,000 CFM Evaporator Cooler Ventilation Fan connected to single duct Ventilation System Hood and Duct Incinerator: Domestic Commercial/Industrial doc: IMC - 10/06 EOUIPMENT TYPE AND OUANTITY 0 0 0 0 0 0 8 0 0 0 0 0 0 0 Fees Collected: $638.50 International Mechanical Code Edition: 2003 * *continued on next page ** Permit Number: Issue Date: Permit Expires On: Phone: Phone: 360 888 -5433 Phone: 360 888 -5433 Expiration Date: 01/30/2009 M07 -142 07 /10/2007 01/06/2008 Boiler Compressor: 0-3 HP /100,000 BTU 0 3 HP /500,000 BTU 0 15-30 HP/1,000,000 BTU.. 0 30-50 HP /1,750,000 BTU.. 0 50+ HP /1,750,000 BTU 0 Fire Damper 0 Diffuser 0 Thermostat 8 Wood/Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment 0 M07 -142 Printed: 07 -10 -2007 Permit Center Authorized Signature: ( I hereby certify that I have read and governing this work will be complied Signature: Print Name: doc: IMG-10 /06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: M07 -142 Issue Date: 07/10/2007 Permit Expires On: 01/06/2008 Date: O permit and know the same to be true and correct. All provisions of law and ordinances er 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 pe ce of ork. I - authorized to sign and obtain this mechanical permit. Date: 7-76 —05 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 suspender or abandoned for a period of 180 days from the last inspection. M07 -142 Printed: 07 -10 -2007 City of Tukwila Parcel No.: 2623049081 Address: 17100 SOUTHCENTER PY TUKW Suite No: Tenant: DSW SHOES 1: ** *BUILDING DEPARTMENT CONDITIONS * ** Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: M07 -142 Status: ISSUED Applied Date: 06/22/2007 Issue Date: 07/10/2007 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 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. 4: Readily accessible access to roof mounted equipment is required. 5: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 -3670). 7: 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. 8: ** *FIRE DEPARTMENT CONDITIONS * ** 9: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 10: H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2051) 11: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air- moving equipment upon detection of smoke in the main return-air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (IMC 606.1, 606.2.1) 12: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 13: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2051) 14: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) 15: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) doc: Cond -10/06 M07 -142 Printed: 07 -10 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 16: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 17: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 18: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** M07 -142 Printed: 07 -10 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: doc: Cond -10/06 /47?fri-sfo,. Date: lG -fl 7 M07 -142 Printed: 07 -10 -2007 LIIYCif IUAWILP Community Developmet,,,,,.,Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.citukwila.wa.us Mechanical.: rmit s Project No, 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 I7/')O Sotikcatei )Ki(c r _% G 1 s. LJi ✓ 1 \o Rs Property Owners Name: (..t1 T G— , brop2-✓1-t e S Mailing Address: 9gj/ ( 139 ,L Site Address: Tenant Name: 4','e vti City CONTACT PERSON who do we contact when your permit is ready to be issued 2?) f,-T /401/a 5c71, Mailing Address: 2 S, Name: E -Mail Address: MECHANICAL CONTRACTOR INFORMATION Company Name: / S es l.a,,, ; c 4,1 Mailing Address: 20 2 ) 2?(PA/T k ►�5�.. Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: Q: Applications\Forms- Applications On Linen -2006 - Mechanical Permit Application.doc Revised: 4 - 2006 bh 5 f 3 %'` S f *- —9O / City Day Telephone: Fax Number: Contact Person: E -Mail Address: Contractor Registration Number: D15 Ai 044A 6 r Contact Person: E -Mail Address: • r nice use only) King Co Assessor's Tax No.: (' *Alois( Suite Number: /,2 Floor: New Tenant: K.... Yes J ..No w rite Zip Day Telephone: ?ob g r 5933 Fde 1 kr7 ,eye City State Fax Number: c„r.4 98 State Zip X6 —- S 933 Expiration Date: / 2 7 ARCHITECT OF RECORD -All plans must be wet stamped by Architect of Record State City Day Telephone: Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer. of Record State Zip Zip City Day Telephone: Fax Number: Page 1 of 2 Unit Types Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor :: Qty Furnace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler Diffuser -15 HP /500,000 BTU 3 Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator — Comm/Ind Other Mechanical Equipment Valuation of Project (contractor's bid price): $ 1 OW ` Scope of Work (please provide detailed information): " HL),4 C 5 NQ/ 1 x/t)51 - g f,4Gh Nu ,o' 7 3 d 5 R N s wl1 g EACG. / s t �i'2e5 10 5"ce /✓o c., C f ) c, 1 5 1.21 / Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New ... Replacement .... ❑ Fuel Type: Electric ❑ Gas . Other: Indicate type of mechanical work being installed and the quantity below: 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 or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 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. Signature: BUILDING OW ' ' ' OR A 0 ' ED N Date: / i 1 �/ 7 i J � t ' Print Name: Mailing Address: grJT d /I;SS , 3,20 Si C=26 etre. )7 c. 4-- 9l� City State Zip Day Telephone: i'&3 ggg 5Y33 Date Application Expires: Date Application Accepted: oGi(21,101— Q:\Applications\Forms- Applications On Line\3 -2006 - Mechanical Permit Application.doc Revised: 4.2006 bh Staff Initials: .6 ,.....___ Page 2 of 2 Doc: RECSE15-06 RECEIPT NO: R07 -01339 Initials: JEM User ID: 1165 Payee: BRENT ADKISSON Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http. //www. ci. tukwila. wa. us SET ID: 0710 SET NAME: D15 SET TRANSACTIONS: Set Member Amount M07 -142 516.80 PG07 -177 116.00 PG07 -178 88.00 TOTAL: 720.80 TRANSACTION LIST: Type Method Description Amount Payment Cash 720.80 TOTAL: 720.80 ACCOUNT ITEM LIST: Description GAS - NONRES MECHANICAL - NONRES City of Tukwila SET RECEIPT Payment Date: 07/10/2007 Total Payment: 720.80 Account Code Current Pmts 000/322.100 204.00 000/322.100 516.80 TOTAL: 720.80 0199 07/12 9710 TOTAL 720.80 RECEIPT NO: R07 -01212 Initials: JEM Payment Date: 06/22/2007 User ID: 1165 Total Payment: 172.70 Payee: D1S MECHANICAL City of Tukwila SET ID: 0622 SET NAME: D15 MECHANICAL SET TRANSACTIONS: Set Member Amount Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http://www.citukwi/a.wa.us M07 -142 121.70 PG07 -177 29.00 PG07 -178 22.00 TOTAL: 172.70 SET RECEIPT TRANSACTION LIST: Type Method Description Amount Payment Cash 172.70 TOTAL: 172.70 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES Account Code Current Pmts 000/345.830 TOTAL: 172.70 172.70 96as 06/25 9716 TOTAL a 72 7 Project: Type of Inspection: Ad ress: /26,97 .( /o..,, Date Called: Specia Instructions: J Date Wanted: n a. m: Requester: Phone N INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Sf Approved per applicable codes. INSPECTION RECORD Retain a copy with permit /fia NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: l/ g-� e .eJ • z-te Date $58.00 REINSPECTI0I(FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. `Receipt No.: 'Date: COMMENTS: Type of Inspection: 1-4 // v c_. Address: Suite #: / y0 , Contact Person: 1 S r -\ -- Ke { -1- Special Instructions: Monitor: r7 „U Nt<, ;) Phone No.: a 5 - CT(- 31S Pre -Fire: /✓ Permits: Occupancy Type: 1 6,1 - 1`" v r0 e L w, (1 c (6442.. by clA ��c HVA(_- U 1 c u N.‘.< Project: 1 = -'S / -/vO 5 . C . rte, Type of Inspection: 1-4 // v c_. Address: Suite #: / y0 , Contact Person: 1 S r -\ -- Ke { -1- Special Instructions: Monitor: r7 „U Nt<, ;) Phone No.: a 5 - CT(- 31S Needs Shift Inspection: p -" Sprinklers: y Fire Alarm: j-" Hood & Duct: P' Monitor: r7 „U Nt<, ;) r !"-Ai Pre -Fire: /✓ Permits: Occupancy Type: INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Co rrections required prior to approval. Inspector: /r Date: c7// L/D Hrs.: ) $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from I , he City of Tukwila Finande Department. CaII to schedule a reinspection. Word /Inspection Record Form.bpc 1/13/06 T.F.D. Form F.P. 113 CODED NOTES CO BUPPLT AND RETURN AIR DUCT COIHECTIOMPJ TO ROOFTOP UNTS SHALL. BE MADE FM'. SIZE OF EQUIPMENT OPENING WITH FLEXIBLE DUCT CONNECTIONS AT UNIT. TRANSITION AS REWIRED TO DUCT SITE SHOWN, m I-V2' CONDENSATE DRAIN DON TO MOP SINK, ® COORD6ATE SUPPLY AND RETURN AIR DUCT PENETRATIONS WITH ARCHITECT AND BUILDING STRUCTURE. ROUTE 4 TYPE 'B' VEIN UP THRU ROOF, TERMINATE WITH ROOF CAP, STORM COLLAR, AND FLASHING, COORDINATE PENETRA110N WITH ARCHITECT AND BUILDING STRUCTURE. SEAL WATER TIGHT. 75/AC CONTRACTORS TO PROVIDE AND INSTALL SMOKE DETECTORS IN RETURN AIR DUCTS. DETECTORS SHALL BE SYSTEM SENSOR AC DC P -DH 100 WITH REMOTE TEST SWITCH. LOCATE TEST SWITCH ADJACENT TO UNIT THERMOSTAT. CONNECT TO RTU 314UT COIN CIRCUIT, MINER TO DETECTOR AND CONNECTION TO ALARM 5YSTE11 1411.1. BE BY TENANT'S ALARM 3151E11 CONTRACTOR 1.641733 SEPARATE CONTRACT WITH TENANT. COORDINATE WITH THE ELECTRICAL ' CONTRACTOR. CID THERMOSTAT TO ESE HONEYWELL 077600 1.11T14 Ott/OFF/AUTO THERMOSTAT TO BE MOUNTED ON BACK 910E Of COLUMIN WITH PLASTIC LOCKING COVER. MOUNT AT 60'. • m ROUT! CONDENSATE DRAIN BELCH ROOF. SEE ROOF TOP UNIT DETAIL 'A' CFI SHEET 06.1 AND CONDENSATE DRAIN DETAIL 'D` ON 6FIELT M,1, INSTALL CONDENSATE. DRAIN FROM RTU AS REQUIRED. MINIMUM DRAIN SIZE TO BE I'. CONDENSATE DRAIN TO BE TRAPPED WITH • TRAP DEPTH Of IA X UNITS TOTAL STATIC PRESSL R! (MINIMUM 5` DEEP). PIPING SHALL 51 W RE549TA7IT PVC. PVC JONI% SHALL BE CHEMICALLY WELDED. THIERM09TAT TO BE HONEYWELL *T7300 WIT ON/OFF /AUTO, t_ THERMOSTAT TO BE MOUNTED CH WALL WITH PLASTIC LOCKING COVER. 11OU141 AT 46'.COORDINAT! WITN STORE FINISHES, ® THERMOSTAT TO BE HONEYWELL •ITT300 WMH C*O0#I/AUTO. THERMOSTAT TO BE MOUNTED ON ON WALL WITH 1 LOCKING COVER. MOUNT AT 46'. 14X42' EXNAU5T LOWER 14I114 BIRD0CREEN. 10'4410' EXHAUST TO TRANSITION TO LOWER. SEAL PENETRATION HATER TIGHT. COORDINATE LOCATION 44114.1 LANDLORD. ® MECHANICAL CONTRACTOR SHALL PROMO! AND INSTALL ROOFTOP UNIT- ON ROOF PATH PROPER SERVICE CLEARANCE AREA AS RECOMMENDED BY MANUFACTURER AND AS 9HOVR4 ON PLANS. ROOFTOP UNT9 TO BE INSTALLED W THE STRUCTURAL NVAC ZONE 9ECT104 OF THE ROOF. COORDINATE LOCATIONS WITH THE LANDLORD. CONTRACTOR SHALL COORDINATE 141/14 STRUCTURE. PROVIDE ROOFTOP UNITS WITN 3 SETS Of FILTERS, CHANGE FILTER AFTER FINAL CLEANING AND AGAIN PRIOR TO AIR BALANCE. CONTRACTOR MUST VERIFY MODEL NUM5ER9 AND ELECTRICAL REQUIREMENTS PRIOR TO INSTALLATION. SEE ROOFTOP 6F/AC UNIT *CNEDULE CIN SHEET 96J FOR ADDITIONAL INFORMATION. CE BUIL 1 Q 17 e � � so I I w54r1■ >•�III.IR�R�I•vn:,R��RR IEI r!♦UI IIE0!4EYEUI�6ii r I 1 IF t ■ i'�itiT ~>�f AIi11111■71E7.'ITWONMI 1 TO RTU -3 IN STRUCTURE, TYP. ONO DOWN I 3 , 25345' RA 26416' RA (MD TO 3/1.64 25'[I6' 5A 25'r SA FLEX CONINECTIC7J TIT. 1E4 Ctr) 4120 , WOO' DOWN IN STRUCTURE, TY3: tl 1.8 1124 RA 16.0 SA 1'O RTU-6 m IN STRUCTURE, TYP-.... MARS AIR CURTAIN MODEL *723 P4154 6KW ELECTRIC NEAT. PROMO! MICRO 54I1C41 TOR AUTOMATIC ON/OFf OPERATION WHEN DOORS OPEN. 206 VOLT 3 PAPAS! WITH (2) 1/2 HP MOTORS, • - TO RTU - 0 (J 26'18` RA tib damns= shall be made to the scope c : : -:: tulthout prior approval cf Duiiding DiQ/E.�._OPYR NC./TE: 1 L. I ��.Vk..i V I HLJ will require a 'new plan cubmit:tal and may include additional plan revviaw fees. EX. SPRINKLER ROOM ARMING. Cit: f EX. ELECTRICAL *OCT AIR/ANLC. ® FURNISH AND INSTALL COOL D5HAU5T FAN (I20V., 1314, 4542) (J COMPLETE WITH INTEGRAL BACKDRAFT DAMPER, SEE EXHAUST FAN SCHEDULE ON SHEET 616.I FOR ADDITIONAL INFORMATION. TRANSITION AB REQUIRED. SUPPORT FROM STRUCTURE 11144 VIBRATION ISOLATION. PROVIDE AND INSTALL TURNING VANES IN DUCT TEE AT THE 3011011 OF THE SUPPLY DUCT DROP. • an BLANK OFF 1915 SID! OF THE DIFFUSER SO TWAT THE OTHER THREE 51235 WILL BLOW AIR TOWARD THE FRONT OF THE STORE. QED SUPPORT UNIT HEATER FROM THE STRUCTURE PER THE MANUFACTURER'S INSTRUCTIONS. SPIN-IN FITTING W/ SAL 235, TE PERMIT UIRED FOR Electrical Mechanical Plumbing Ga is Piping cf Tukwila IN 3 DIVISION Permit Plan review approval Is Approval c; c :nsr:ction documents d the vicLticn c; cry cccepted code or ordinance. Receipt of apprc.zi nditio • ckno Hedged: By Date: - / 6 —O 7 City of Tukwila BUILDING DIVISION HVAC PLAN b _ REVIEWED FOR I CODE COMPLIANCE APPrtovED JUL - 3 200 7 Tukwila i RECEIVED DtTV OF TUKWILA IJUN 2 2 2001 PER MIT CENTER GENERAL NOTES I. ALL !VAC WORK 99ALL COMPLY WITH APPLICABLE 05314 NS OF THE MECHANICAL CODE, THE BUILDING COD!, AND TN! APPLICABLE ENERGY C00!. 2. ALL DUCTWORK, DUCT MATERIAL AND VOLUME DAMPERS MUST CO131T AND 01 INSTALLED WITH THE LATEST EDITION OF 9MIAGRA. 3, COORDINATE AND SCHEDULE ALL WORK W1T4 OTHER TRADES AND GENERAL CONTRACTOR. 4. ALL MECHANICAL INSTALLATION SHALL COMPLY WITH LOCAL AND STATE CODES DUCT DIMENSION! ARE NOMINAL CLEAR I715117E 01 6. ALL RECTANGULAR DUCTWORK SHALL BE INTERNALLY LINED WITH A MINK UM OF 1` DUCT LINER. ALL RECTANGULAR DUCTWORK M AN UNGOHDRIONED SPACE SHALL HAVE A TOTAL INSTALLED INSULATION R -VALUE Of 5. ALL ROUND DUCTS ARE TO 5E WRAPPED 64I111 Y OF INSULATION TO NAVE A MINIMUM INSTALLED R -VALUE OF 5. WHERE CONCEALED ABOVE CEILINGS TO MEET ENERGY CODE. EXHAU31 DUCTWORK 19 NOT TO BE LINED OR WRAPPED. 7. ALL THERMOSTAT LOCATIONS TO BE FIELD VERIFIED AND COORDINATED 141144 GENERAL CONTRACTOR AND ARCHITECT. 6. DUCT LAYOUTS ARE SCHEMATIC. FIELD COORDINATE ALL DUCT RUNS. (PRIOR TO DUCT FABRICATION) NO EXTRAS SALL B! AWARDED FOR DUCT REVISIONS CAUSED BT LACK OF COORDINATION. R. ALL DUCTWORK MUST BE INSTALLED AS HIGH AS POSSIBLE 10 COORDINATE EXACT LOCATION OP ALL AR DEVICES NITA LIGHTING PLAN. II. BALANCE SYSTEMS TO CPT% NOTED ON PLANS. 12. MECHANICAL CONTRACTOR SHALL VISIT JOB SITE AND BE F4MLIAR 144144 LANDLORD'S RED./DEMENTS. NO ALLOWANCE PILL B! MADE FOR EXTRAS DUE TO CONTRACTOR'S FAILURE TO VISIT TICE JOB SITE AND/OR FAILURE TO PREDETERMINE ALL EXISTING CONDITIONS IMPOSED BY THE LANDLORD OR OTHER AUTHORITIES. 13, SPIN -IN FITTINGS WITH MANUAL BALANCING DAMPER TO BE USED FOR ALL ROOM BRANCH TAPS ABOVE ACCESSIBLE LAY -IN CE4LING9. SPIN •IN 3411174GS WITHOUT MANUAL BALANCING DAMPERS TO B! USED FOR ALL ROUND BRANCH TAPS A9OVE INACCESSIBLE DRYWALL CEILINGS WITN BALANCING REQUIRED WITHIN 2 FT. OF DIFFUSER WITH PLASTER FRAME, IA, FLEX CONNECTIONS TO DIFFUSERS ARE INSULATED FLEX WITH A MAXIMUM LENGTH OF 6'•0' AND SHALL HAVE A MINIMUM R VALUE or 5. 45. TN! HVAC CONTRACTOR IS RESPONSIBLE FOR COORDINATING BOX - 0.437 LOCATIONS FOR ALL DRYWALL MOUNTED AIR DEVICES WITH GENERAL CONTRACTOR AND CEILING FRAMING. K. INC NVAC CONTRACTOR SMALL PROVIDE TENANT WITN A9 -BUILT DRAWINGS, ALL EQUIPMENT SHOP DRAWINGS, INFORMATION ON THERMOSTATS, CONTROL WIRING DIAGRAMS AND OTHER PERTINENT INFORMATION AT COMPL3103 CF PROJECT. 17, REFER TO THE ARCHITECTURAL REFLECTED COILING PLAN FOR LOCATION OF CEILING AIR DEVICES. 13. ALL ROOFING WORK TO BE CO1n3TFD BY LANDL.CRD9 ROOFING CONTRACTOR, W, ANT EXISTING WALL/FLOOR OR CEILING SURFACE THAT 15 DAMAGED DURING CONSTRUCTION SHALL 151 REPAIRED TO MATC14 NEW AND /OR EXISTING CONDITIONS. THIS CONTRACTOR TO SUPPLY ROOF CURDS. LANDLORD INSTALL ROOF CURBS. H1.1 ...1.1161.10/0.03•1•191•1111 TNNOMOMMAMOMOOROOFII SWOP mwRlaiir« SAI. • DRAWING NUNISEt AIR DEVICE SCHEDULE UNIT NO. TYPE BORDER � THROW \% MATERIAL ACCESSORY 6 KEY - FIRST LETTER. t.-SUPPLY R- RETURN E- EXNAl14T SECOND LETTER. D- DIFFUSER R- REGISTER 4-GRILLE KEY TAG .---69. r- CFM WO TAG g a3LSrl3a a�roa� NY3M'1 3T/dal16 NI -AVl AVM -1 AVM -LJ AVM -£ AVM p] T3316I HEAT OUTPUT new y RN -1 at, aaaara 3211! I17DB. NO. lO «Tf REMARKS F NECK 50 -1 ® 203 3 ® I26A02 ® 2' 67 70 O T H A 6 O O O ®® LGAIe�NO"2oN 4,000 1,000 0.5' 20 97.7 LENN 6 -" •• LN:NNOX �' 52 -2 ® /6/210 ® 67 ® O ] H O 6 { 7 3 RTU -! EGAD 4,000 ® ® 110 971 11.0 _ / 1760 LENNOX "_ 06/192 LENNOI 5D -3 ® 70 00001* O • O RTU -4 L GAl2JIN ® 1,000 0 120 i ® / 1760 205 3 2 123/142 'EMS 24/24 6'4 0 O O SD -4 9 L G 1 1 ,400 350 ® ID 56.4 10.7 ::„..../....--- 1.3 ® • 2 75.6/ 100 ® 2' 27 TMS 24/24 6'4 00000. OO 30-6 ® 0.6' 34.0 26.9 104 ® 1'160 206 3 1 ®® 76 2' 21 50 O ©O O O O 0 R1V-7 TT'15 12/12 6'4 <><><> 611.6 23.3 ® - 3/4 1760 ® 1 62.4 76 2' • ® IF lO '044> O O O RN -6 ® 1,200 200 HOG RI. 560 RL 14/5 24/12 12/6 22/10 <X> OOO RR -1 1750 ® 1 62.4 76 ® 21 50 lO • 6 O O O 0 RR-2 ® i 560 RI. . 24/12 6'4 <>O 6 6 RR-5 ® ® ® 550 RI. 25/14 26/14 •O 63 -1 ® ® 350 Rt. 12/12 WE <><>O<>0 [R-0 ® ® 0 560 RI. 12/12 6'4 00000 ROOFTOP HVAC UNIT SCHEDULE UNIT NO. i CFEA O EXT. B.P. COOLING DATA MOTOR HEATING DATA FILTERS MCA MOCP REMARKS TOTAL COOLING mow O 9EN9iBLe COO COOLING crt FEW 1.19775 J / /// LIP R.P.M. VOL» PHASE 0 STAGES HEAT OUTPUT new H[A'r INPUT INPU RN -1 L G 1704 4,000 1,000 0.6' 120 371 II.D 1760 203 3 ] I26A02 84/240 2' 67 70 O T H A 6 O O O RTU -2 LGAIe�NO"2oN 4,000 1,000 0.5' 20 97.7 5.0 1760 206 ; 2 556/192 /6/210 2' 67 70 O ] H O 6 { 7 3 RTU -! EGAD 4,000 1 0 6' 110 971 11.0 _ / 1760 2W 3 2 06/192 164/240 2' 57 70 00001* O • O RTU -4 L GAl2JIN 4, 000 1,000 0 120 31.2 11.0 / 1760 205 3 2 123/142 164/240 2' 67 70 (>000* G.* R1U -6 L G 1 1 ,400 350 0.6 ID 56.4 10.7 ::„..../....--- 1.3 1750 2 75.6/ 100 92/123 2' 27 4 0 2 O O 0* O 6 RN-4 L 1,1'00 200 0.6' 34.0 26.9 104 1'160 206 3 1 42.4 76 2' 21 50 O ©O O O O 0 R1V-7 LG L 1.026 230 O6' 56.0 23.3 10.6 - 3/4 1760 206 3 1 62.4 76 2' 21 HO lO '044> O O O RN -6 L 1,200 200 0.6' 34.0 76.9 10.{ - 3/4 1750 20, 3 1 62.4 76 2' 21 50 lO • 6 O O O 0 UNIT HEATER SCHEDULE 12 MMF� NO PROJECTION TYPE CFM WHEEL, R.P.M. OM8 41 EAT. LAT. MOTOR REMARKS H/ vOLM WATTS R► ' M " PHASE L 114-1 LF2 11 -003 HORIZONTAL PROP. 1900 100 60.6 40 94 1 /10 / 1300 20 1 SCHEDULE 'S$ MFR. Q MOD�1 N0, TYPE CFM S.P. 13. WHEEL, R.P.M. 7:HAU MOTOR SERVING LOCATION REMARKS / / /WATT! PM C1 5519 eF -I SON 15 /41.10E 460 OS 1666 I44 -- 1760 550 WOMTENMEN Ae. CIO. OOT OO CLAMP 12' MIN, FIV 3/6' ROUND HANGER RODS. ATTACH TO STRUCTURE •/ BEAM CLAMPS THERMOSTAT MT, IN CONDUIT BOX CN 3/4' RIGID CONDUIT 7' -8 A.F.F. PLASHING ROOF STEEL METAL STRAP ATTACH SUPPORTS TO THE TCP CHORD OF ROJF JOISTS 1 BASED ON TITUS 1/61655 OTHERWISE NOTED. UNLESS SHOWN OTHERWI5! ON 0•43. VERIFY 5174. ARRANGEMENT'W/ CLG TYPE (LAY -IN, SURFACE MOUNT, ETC.) O FURN16N 544460 TO ROUND NECK TRANSITION PIECE WHERE REWIRED. UNIT HEATER DETAIL SCALE, NTS GAS LINES 131 P.C. GAS COCK BY GAS FIRED UNIT HEATER. M. STN. 91' 9' -0' A.F.F. ROOFING 1 -1/2' DEEP SEAL r -TRAP aClh SOLDER ALL ROUND FLASH PENETRATION THROUGH ROOF CONDENSATE DRAIN P-TRAP BELOW ROOF DETAIL SCALE. NTS ROOF INSULATION ROOF STRUCTURE 22 GAUGE SLEEVE 2' TYPICAL ALL AROUND O O DAMPERS TO BE OPPOSED BLADE AIR DEVICE TO HAVE STANDARD OFF -MIRE 1.941314 PROVIDE WITH DRYWALL TRIM RING. 1' GOND DRAIN FROM ANU 1 -1/2' NUB 6' 4DV ROOF 1 I 4 I)� 1532' CORD DRAIN 701 G APPROVED LO11oN • _.1___I- - ALL WEATHER VENT CAP STORM COLLAR MINIMUM ^ ` EXHAUST DUCT MINIMLAI 5 FEET DUCT THROUGH ROOF DETAIL SCALE. NTS • ROOF ROOF CURB PROVIDE 5ECURIT7 BARS IN ALL PENETRATIONS TYPICAL ALL FOUR SIDES. \\... tEVE CODE CO F F O FuR15544 WITH MOTORRED OUTSIDE AIR DAMPER 'CO PROVIDE ALL UNITS 19I144 14' HIGH CURS, FACTORY MOUNTED .DISCONNECT, AND FACTORY INSTALLED GPI DUPLEX RECEPTACLE. LANDLORD TO INSTALL CURDS. PROMO! WITH POWER EXHAUST(LAPEF WS), • DIFFERENTIAL SENSIBLE CONTROL ECONOMIZER, CEILING DIFFUSER RTDII -433 31714 SAT TRANSITIONS AND HONEYWELL T7500 STAT 141714 LOCKING COVER, JU L - 3 2001 ROOFTOP 14/9/11 1 1 .-' 1116,•,4145,916A►.4►.43.O.1►A.6.*. e. 3.45:4► -I.ISSW I W. 19111'61 SA DUCT DIFFUSER 5TE► -GOWN TTP 141114 ALUMINUM D0BLE DEFLECTION LOUVERS, INSULATED DIFFUSER SOX W1761 LANG 5, HANGING RINGS, INTERIOR TRANSITIONS AHD INTERNALLY SEALED PLENU195. MAXIMUM WEIGH . 600 LDS. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ROOF UNIT DETAIL SCALE, NTS O DUCT SMOKE DETECTOR FACTORY INSTALLED IN RETURN AIR O EX7. S.P. DOES NOT INCLUDE COL, CASING, OR FILTER LOSSES. O PROVIDE 19I711 INTEGRAL FILTER RACK WI'TN DISPOSABLE FILTERS, BELT DRIVE INDOOR FANS, WAIL GUARDS, AND A FREEZE STAT. O FR0J1D! /VITA SINGE! MINT ►DRIER CONNECTION WITH UNIT 11030160 DISCONNECT. 8 7 11 PROVIDE WITH DISCONNECT SWITCH AND BACKDRAPT DAMPER. INTERLOCK WIT/ RTU -7. INSTALL 3'13' 378EL ANGLE BRACING AT UNDERSIDE CF ROOF DECK, UNDER ALL SIDES OF ROOF CURB. ROUT! CONDENSATE DRAIN THROUGH ROOF TO HUB DRAIN ADJACENT TO EACH RTU AND ROUT! TO 110P 61NK, A9 ALLOWABLE. PITCH AS REWIRED FOR PROPER DRAINAGE. DO NOT ROUTE CONDENSATE LINES ABOVE ROOF. ALL CONNECTIONS AND SERVICES 1057 SE INSIDE 114E PERIMETER DISCONNECT SWITCHES, BRACKETS, AND CONDUIT MU3T BE CLEAR or ALL UNIT PANELS AND AIR FLOW. 314441ING 3RACKET5 MUS7 BE TO STRUCTURAL MEMBERS DF UNIT. ROOF O PROVIDE WIT/ BURGLAR 5835, G PROVIDE WITH BAROMETRIC RELIEF DAMPER, ECONOT1ZER, AND HONEYWELL 77300 STAT WITH LOCKING CO/!R. ® PROVIDE WITH BAROMETRIC RELIEF DAMPER, ECONOMIZER, CEILING 0IFFUSER RT09 -66 191714 537 TRANSITIONS AND HONEYWELL '57300 STAT WITH LOCKING COVER. 3 PROVIDE PR -I2 ROOF CAP ON CURB, 4 MAINTAIN 10-0 FROM RODE CAP TO ROOFTOP UNIT, RECEIVED CITY OF TUKWILA IJUN 22 2007' PFR�4IT C = NTEP SYMBOLS & ABBREVIATIONS LEGEND 161053-103161053-1031161053-1031'97 ' ® SENSOR ANNUNCIATOR DUCT SMOKE DETECTOR --.71 - DUCT OFFSET SUPPLY D41CT - UP © SUPPLY DUCT - DN rill RA OR EXH. DUCT UP © RA OR EXH. DUCT CR ELBON TURNING VANES FIRE DAMPER (P.D.) ^--1 MANUAL BALANCE DAMPER -4 TRANSITION k ij X'0 AD. A/C AD. AFF. AHU. ARCH. 500. DEL. 33,04. GLG. SUPPLY DIFFUSER RETVRN GRILLE EXHAUST GRILLE O 5I5 -I61 FITTING 55)0 -15 FITTING W/ MAN. BAL, DPP. ROUND DUCT ABOVE AIR CONDITIONING ACCESS DOUR ABOVE FINISHED FLOOR AIR HANDLING UNIT ARCHITECT BACKORAFT DPP. B ELOW WILDING CUBIC FEET PER MINUTE CEILING CONT. CONTINUATIO4 CONTR. CONTRACTOR CHORD. COORDINATE GUN. CABINET UNIT NEATER DIE?. DIFFUSER D150. DISCONNECT DN. DOW DPR, DAMPER • EA. EACH EC. ELECTRICAL CONTRACTOR E%. E057ING EXH. EXHAUST F. DPP. FIRE DAMPER FLEX. FLEXIBLE PLR. FLOOR GC. GENERAL CONTRACTOR 14C. HEATING CONTRACTOR HP. HORSEPOWER MAX. MAXIMUM MCA. MAX CIRCIUT AMPAGITY MECN. MECHANICAL MFR. MANUFACTURER MIN. 11I651 110CP. MAX OVERCURRENT PROTECTION MTD. I10MT3D NTS. NOT TO SCALE OA. OUT510E AIR PC. PLU131NG CONTRACTOR • RA. RETURN AIR RTU. ROOFTOP UNIT SA. SUPPLY AIR TV. TURNING VANES TYP. TYPICAL 1441, WATER HEATER • W/ WITH • H5.1 immememmamommemmommumM WANT 1.714.16 01 IWO PORNO! 103.1.7 0.1.1710116 eV M11.01111Z. r R..mlului W1q 10111 i:. wwi� 8AI # . 01111 DRAWING NUMBER 15510 GENERAL PROMS/0/49 A. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL A WEATING VENTILATING AND AIR CONDITIONING SYSTEM COMPLETE AS INDCATED ON TW! IN DRAWGS, AS REWIRED 137 CODE AND AS SPECIFIED HEREIN. 5. WITHOUT RESTRICTING T14! GENERALITY OF TINE FIRST STATEMENT, � �T�HE WORK TO BE PERFORMED UNDER TH15 ON DIVISI 5RAU. INCLUDE, BUT IS NOT LIMITED TO, THE FOLLOWING 1) 14VAC WORK AS DESCRIBED 144 SECTIONS 16610 THROUGH 15990, C. THE ELECTRICAL CONTRACTOR, UNLESS OTHERWISE NOTED IS TO PROVIDE POWER WIRING FOR EACH 1701 op ELECTRICAL EWIPMENT AND MAK! FINAL CONNECTION TO MOTORS. D. ALL FINISH RANTING IS TO 50 PERFORMED BY TN! GENERAL CONTRACTOR, EXCEPT AS NOTED ELSEWHERE. TM16 CONTRACTOR SHALL RE5TCRE TO ORIGINAL CONOTIO4 ANY PAINTING DEFACED 57 HIM AFTER ORIGINAL PAINTING. E. ALL WORK SHALL CONFORM TO CODES, RULES, AND REGULATIONS. I. ALL PERMITS REQUIRED 67 LAWS, ORDINANCES AND BUILDING CODES HAVING JuR19DKTION SHALL BE OBTAINED AT THE PROPER TIME BY AND AT THE EXPENSE OF TH19 CONTRACTOR. G. THIS CONTRACTOR BALL °STAIN ALL INSPECTIONS REQUIRED BY ALL LAWS, ORDINANCES AND PU51.10 AUTMORR7 HAVING JJRISDIC710N AND SHALL OBTAIN CERTIFICATES OF SUCH INSPECTIONS AND SUOTT SAME TO T140 ARCHITECT AND SHALL PAY ALL FEES, CHARGES, ASSESSMENTS AND OTHER EXPENSES IN CONNECTION T14RE41114. H. PIPING AND EQUIPMENT LAYOUT IS SCRDMATIC. EXACT LOCATIONS ARE DETERMINED BY STRUCTURAL AND OTHER CONDITI055, DESIGN Of 676171 MAT NOT D! CRINGED. ONLY EXACT LOCATION OF PIPING AND DUCTS MAT BE REVISED TO SUIT CONSTRUCTION CONDITIONS AND AID IN COORDINATION 441714 WORK Of OTHER CONTRACTORS. I. THE MATERIALS AND EQUIPMENT INSTALLED IN THE WORK STALL MEET THE RECURMENTS OF THE CONTRACT DOCUMENTS AND NO MATERIALS CR IOUIPMENT SHALL 130 ORDERED UNTIL REVIEWED 57 THE ENGINEER AND / OR ARCHITECT. J. THE CONTRACTOR SHALL SUBMIT FOR THE ARCHITECTS REVIEW SIX (6) COMPLETE COPIES 0* TI4! CATALOG DATA AND/0R SWOP DRAWINGS (SEPIAS AT CONTRACTORS OPTION) FOR VERY MANUFACTURED ITEM OP EQUIPMENT ARO ALL COMPONENTS TO DE USED N 744E WORK, INCLUDING SPECIFIC PERFORMANCE DATA, MATERIAL DESCRIPTION, RATING, CAPACITY, WORKING PRESSURE, MATERIAL GAUGE OF THKKNE65, BRAND NAME, CATAL04 14141BLR AND GENERAL TYPE. THE 6UB149540N SHALL D! C0IPILED 57 THE CONTRACTOR AND REVIEWED 511 1140 ENGINEER BEFORE ANY OF TN! EQUIPMENT 15 ORDERED, 1) 44411045 ELECTRIC CODE 2) STANDARD KR RIIE W 75.1.5TKN OF AR 5OOTENI140 AND VENTILATING STSTBB, NFPA 33.1. 5) CODE FOR S41ETY TO LIFE FRCP FIRE N OU)Z 0 STRUCTURES, NEPA p. 4) OCCUPATKRML SMITE AND 46.15114 ACT (01414) AND ALL 4 •RNFS, S) STATE 1147! ERKIW1CAl Ttq. 6) STATE BUILDING CODE 7) STATE NOMINAL 071 REOARFI0475. 8) LOCAL 011LDNG CODE REQAREMlNTS. R) [OWN INSURING AGENCY REOUIREtENT5. CATALOG DATA FOR EQUIPMENT RNIE*ED BY THE ARCHITECT SHALL NOT SUPERSEDE THE ENGINEER'S CONTRACT 005)5 PITS• THE RENEW OF THE ENGINEER SHALL NOT RELIEVE THE CONTRACTOR FROM RE5FON510LITY FOR DNATIONS FROM DRAWINGS OR SPECIFICATIONS, PROVIDING PROPER CLEARANCE, f5BRIGTION PROCESS AND COORDINATION WITN OTHER TRADES. WHEN SUBMITTED FOR 7410 ARCHITECT'S REVIEW, '440! DRAWINGS SHALL BEAR 744E CONTRACTOR'S CERTIFICATION THAT 441 HAS REVIEWED, CHECKED AND APFRONED THE 51NOP DRAWINGS, HAT 111E7 ARE IN HARMONY WITH TN! REQUIREMENTS aF THE PROJECT AND 141744 714E PROVISIONS OF THE CONTRACT DOCUMENTS AND TWAT HE HAS VERIPIID . ALL FIELD MEASURMENTS AND CONSTRUCTION CRITERIA, MATERIALS, CATALOG NUMsel5 AND SMILAX DATA, CONTRACTOR !GALL ALSO CERTIFY THAT TIN!' WORK REPRESENTED BY THE SHOP DRAWINGS 19 RECOMMENDED 57 "THE CONTRACTOR AND THE CONTRACTOR'S GUARANTEE WILL FULLY APPLY. ALL CONTRACTORS 9U0MITTINO PROPOSALS FOR THIS WORK SHALL FIRST EXAMINE 1140 SITE AND ALL CONDITIONS THEREIN. ALL PROPOSALS SHALL TAKE INTO CONS001511CN ALL SUC44 CONDITIONS AS MAT AFFECT THE WORK UNDER THIS CONTRACT. THE SUBMITTING OF A 4410 AUTOMATICALLT IMPL1E5 THAT THIS EXAMINATION OF SITE •445 BEEN DONE. CONTRACTOR SHALL VER101 LOCATION Of UTILITIES AND NOTE CONDITIONS $44101 WOULD AFFECT THE NOR!, ALL DISCREPANCIES SHALL THEN DE REPORTED PRIOR TO TH! BID AWARD. PROVIDE INSTRUCTION TO TENANTS OPERATING PERSONNEL AS N6CE55AR7, 8WOWING LOCATIONS AND PROPER OPERATION OF MAJOR ITEMS OF EQUIPMENT AND 57STEM COPIPCNENT9 AND REFERRING TO THE OPERATING INSTRUCTION MANUAL DESCRIBED 8ELCW AS GUIDE. COMPILE WRITTEN IMNUAL OP OPERATING INSTRUCTIONS INCLUDING COPIES OF 3410P DRAWINGS AND A LISTING OF EQUIPMENT SUPPLIERS. ASSEMBLE IN 6 -1/2' X 11' WARD BACKED INDEXED BODER. MATERIAL SHALL BE AS FOLLOWS, I) TITLE PAGE TITLE Of NCB, TENANT, ADDRESS DATE OF 94411550!, 0ONTRAC+OR *ND EN49401R. 2) INDEX 5) LIST OF MAJOR EQUIPMENT USED IN PROJECT ACCOMPANIED BY CONTRACTOR PURC41155 ORDER NUI•BER5 AND 5UPPI.IER5 NAMES AND ADDRESSES. 4) ONE COPY OF EACH DNOP DRAWING GROUPED BY TYPES OP EQUIPMENT, I.E., ROOFTOP UNITS, FAN5, ETC. 5) SECTION FOR EACH 5T5TEM INCLUDING A) BRIEF DESCRIPTION Cf SYSTEM OPERATION NIT4 LOCATION OF MAJOR 0OMPWENTS. 5) MAC SYSTEM MAINTENANCE AND CALIBRATION NFORMATION, INCLUDING WIRING DIAGRAMS AND SCHtMATICS. O. ,000117 A COMPLETED COPY TITLED 407AC OPERATING MSTRUCTKN MANUAL' OH 7441! BINDING EDGE OF BINDER TO ARCHITECT FOR APPROVAL. AFTER ARCHITECT'S REVIEW AND ANY CORRECTIONS R104416 D ARE COMPLETED, 551441°117 • COPY Of TIE MANUAL TO THE TENANT. R. WITHIN RO DAYS AFTER 7111 DAT! OF SYSTEM ACCEPTANCE RECORD DRAWINGS CT TIM ACTUAL INSTALLATION SHALL B E PRO/ID5D TO THE BUILDING DINER AND TENANT, RECORD DRAWINGS 514A1_L INCLUDE A5 A MINIMUM THE LOCO 544 AND PERFORMANCE DATA ON EACH PIECE Of EQUIPMENT GENERAL CONFIGURATION OF DUCT DISTRIBUTION SYSTEM INCLUDING SSE5, AND 144! AIR DESIGN FLOW RATES. 15600 HVAC BASIC MATERIALS AND METHODS A. 11445 CONTRACTOR '15 TO BECOME INFORMED W THE EXACT DIMENSIONS OF P1NSRED WORK WHERE PIPES, DUCTS AND • EQUIPMENT ARE TO DE PLACED AND WILL ARRANGE THE WORK ACCORDINGLY ASSUMING ALL RESPONSIBILITY FOR PROPER LOCATION AND COORDINATION OF 174E WORK. B. IN THE ERECTION OF T141 DUCTWORK, SPECIAL CARE SHALL BE USED PROVIDING SUPPORT, C. ALL DUCTWORK !WALL BE PLACED SD AS TO AVOID INTERFERENCES NMI PLUMING PIPES, ELECTRIC CONDUITS OR PIPES OF OWE* CONTRACTORS. D. ALL DUCTWORK MJST Bt PROVIDED OATH SUFFICIENT DISTANCE FROM WALLS, PIPES, AND OTHER OBSTACLES TO PERMIT THE APPLICATION OF FULL THICKNESS OF INSULATION SPECIFIED. E. 14415 CONTRACTOR SHALL PERFORM AN ACCURATE AND COMPLETE BALANCE OF AIR SYSTEMS AS A . PART 00 THIS CONTRACT, 444544 SHILL BE COMPLETED BEFORE FINAL ACCEPTANCE Of 144E WORK Of 74415 CONTRACT. AIR BALANCING SHALL 5E SUBCONTRACTED TO A CERTIFIED MEMBER CR ASSOCIATED AIR BALANCE COUNCIL. 15660 DRAIN A140 CONDENSATION DRAIN PIPING A, FURNISH AND INSTALL A GRAVITY CONDW9ATO1 ORAN PIPING SYSTEM UNDER THE 500?, TERMINATING AT THE NEAREST JANITOR'S RECEPTOR. 5. PIPING 19 TO BE SCHEDULE 40 PVC WEN DRAINAGE PATTERN PITTINYG5 BONDED ACCORDING TO TINE IMANUFA07URER5 RECOMMENDATIONS. 15700 HVAC AIR DISTRIBUTION AND RETURN SYSTEMS A. PROVIDE AND INSTALL DUCTWORK *ND PLENUMS 0! SIZE AND 4.00170! AS SHOWN ON DRAWINGS. ALL DUCTS FOR AIR VELOCITIES LESS THIN 2000 FITS AND STATIC PRESSURE N DL5T 7 OR LESS NULL SE CONSTRUCTED OF GALVANIZED SHEET METAL. THE GAWE 0• STEEL USED IN ALL DUCTS &WALL BE AS F0 .045. I) WHERE GREATER RECTANGULAR D4MEN5(0N 15 17 CR LESS USE 24) GAUGE. 2) !WERE GREATER RECTANGULAR DIPEN5404 IS FROM 12' THROUGH SO' USE 24 GAUGE. 3) INNER! GREATER RECTANGULAR DIMENSION IS PROM SI' 14R00044 H' USE 22 GAUGE. 4) WHERE GREATER RECTANGULAR DIMENSION IS PROM 6S' TMROUG44 84' USE 20 GAUGE. 5. TRANSVERSE JOINTS AND IMAGING TO CONFORM TO 'INAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE` (6MACNA ,MI6), C. ALL DUCTS SHALL BE RIGID AND SHALL BE CROSS - BROKEN, PROPERLY STIFFENED 411TH !HATABLE BRACES, TOES, OR ANGLES TO THEM T ER KEEP THEM TO DRAPE AND *REVERT BCKLING. ALL VERTIGO DUCTS SHALL SE Of STRONG ENOUGH CONSTRUCTION TO CARRY 100 LB8, SUSPENDED LOAD• HANGERS WITHOUT 8UCRLNG. SOLDER ALL J0NT9 wRERE NECESSARY TO INSURE TIGHT WORK. SEAMS OF ALL D4ICT8 AND JOINTS SHALL BE HAMMERED TO A SMOOTH SURFACE • ON THE INSIDE. SEAMS ON 001' OR DUCTS SWALE DE TAD! WATERTIGHT. LINE ALL SUPPLY AND RETURN RECTANGULAR AIR DUCTS 14154 I' RIGID DUCT LINER. D. CONSTRUCTION INCLUDING MANGERS AND SUPPORTING SYSTEMS OF ALL DLCTYIORK SMALL ALSO BE IN ACCORDANCE WITH '14VAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE (SMACNA 1995), E. N. I. FLEXIBLE CONNECTIONS SHALL BE INSTALLED ON THE CUTLET AND INTAKE OP AIR 44ANDLING UNITS AND FANS, THESE CONNECTIONS . SHALL BE AT LEAST N LONG, MADE OF NFPA 60A APPROVED FLAMEPROOF FABRIC. FURNISH AND INSTALL VOLUME CONTROLLER AND EXTRACTOR AT ALL BRANCH TAKEOFFS N SUPPLY AND RETURN FROM MAIN DUCTS TO ALL BRANCH DUCTS WHERE SHORN. UNIT SHALL BE OF TW0 GAUGES HEAVIER THAN THE DUCT. PROVIDE MANUAL ADJUSTING LEVER FOR EACH UNIT. UNITS SHALL PROVE FROM FULL OPEN TO FULLY CLOSED P0ITION TO CONTROL AIR DIRECTION AND VOLUME. • FURNISH AND INSTALL TURNING VANES IN ALL ELBOWS OF RECTANGULAR DUCTS. 114! BLADES TO BE HOLLOW- FORMED DOUBLE THICKNESS VANES. • FURNISH AND INSTALL SUPPLY, RETURN, AND EXHAUST REGISTERS, GRILLES AND DIFFUSERS AS 5444 N 04 TINE DRAWINGS AND SCHEDULE. FLEXIBLE SUPPLY AIR DUCTWORK WITH 1' THICK F18ER4LA5S BLANKET N5ULATION NETH METALIZED FILM VAPOR BARRIER OUTER JACKET. FLEXIBLE DUCT IN RETURN AR PLENUM TO 4414 CLEARLY LABELED CLASS I EVERY FOUR FEET, FLEXIBLE DUCT LENGTH MAY NOT EXCEED FIVE FEET. 15792 ROOFTOP PACKAGED FNAC UNITS A. UNIT SHALL BE FACTORY ASSEMBLED AIR TO AIR ELECTRIC COOLING, GAB HEAT UNIT WITH REFRIGERATION 575TEM, AIR HANDLING SYSTEM CASING FULL CURD, AND CONTROLS. B. CABINET SHALL BE GALVANIZED STEEL, 80NDERIZED AND COATED WITH BAKED ENAMEL. UNIT SHALL 0E ARRANGED FOR ALL EXTERIOR CONNECTIONS TO BE WITHIN ROOF CURB. CABINET SHALL BE LINED WITN I' 114ICK NEOPRENE- COATED FIBERGLASS WITN EASILY REMOVABLE SERVICE PANELS TO ALL OPERATING COMPONENTS. . HVAC SPECIFICATIONS C. REFRIGERATION SYSTEM SHALL INCLUDE TWO RECIPROCATING SERVICEABLE HERMETIC CQTPR!'J50RS CONDENSERS, INTERNMENTS/ CIRCUIT EVAPORATOR COIL, EXPANSON VALVES, 5ERVK! VALVES, VISRATICN 160LATORS, CRANKCASE HEATER!, SIGHT GLASSES FILTER DRIER°, HOT GAS MUFFLERS, AND REFRIGERANT PIPING. SAFETY CONTROLS SHALL INCLUDE 0091444.E PLUG, LOW AND HIGH PRESSURE TNERI'I05TAT5, COMPRESSOR MOTOR OVERLOADS, TIMER TO PREVENT SHORT CYCLING COMPRESSORS, AND LEAD ■LAG SEDJENCING SWITCH TO CHANGE LEAD COMPRESSOR. D. UNITS SPECIFIED 511A4.1. HAVE FULL ECONOMIZER PACKAGE 1/4CWDING ENTHALPY CONTROL, 1001 OUTSIDE MR HOOD AND POWER EXHAUST. E. CONDENSER F1N5 SHALL a! VERTICAL DISCHARGE PROPELLER TYPE DIRECT DRIVEN BY INHERENTLY PROTECTED, FERPLANENTLY LUBRICATED MOTORS. F. COLS SHALL HIE ALUMINUM PLATE FINS MECAIANICALLT BONDED TO SEAMLESS COPPER TUBES WITH ALL JOINS BRAZED. G. INDOOR BLONER SHALL DE FORFARD- CURVED, CENTRIFUGAL, BELT- DRIVEN TWEE, !CLIPPED 441144 PERMANENTLY LUBRICATED BEARINGS. W. CONTROLS 4) THE C00LLLG ST5TM SHALL OE PROTECTED WITH NIGH PRESSURE THERMOSTATS, LC64 PRES5UR! TWERNO6TAT5, LOSS- Cf- CHARGE PROTECTION, INDOOR COL FREEZE TNERMOSTAT9, AND CURRENT AND TEMPERATURE SENSITIVE OVERLOAD DEVICES, 2) ALL DCV4500 SHALL B! WIRED THROUGH 1144E CYCLE LOC -TM CIRCUIT TO PREVENT CCHPRES5OR RESTART UNTIL RESET OF CIRCUIT �0AKER. I !) FERNIER XOATNG/000LING 'T THERMOSTATS TO PROVIDE STAGED HEATING AND TLIOL4NG WITH AUTOMATIC CHANGEOVER, LOCKING DPA011E PLASTIC COVER 'FAN ON' 8WITCH POSITION. MOUNT THE 137T041 Q WTI THERMOSTAT A0' ABOVE TN! FLOOR 0R COWI'IN AND 48' ABOVE THE FLOOR ELSEWHERE. S) 1NAC CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTRO.I ELEMENTS ARE CALIBRATED, ADJUSTED, AND IN PROPER WORKING CONDITION. I 1. TIME GUARD CIRCUIT TO PREVENT COMPRESSOR SHORT C1CLING AS A RESULT OF A RAPID CHANGE IN THERYICSTAT SETTING AND AUTOMATICALLY PREVENT COMPRESSOR RESTART FOR AT LEAST FIVE MINUTES AFTER SHUTDONN, J. PULL W' ROOF CURB SMALL SUPPORT UNIT AND PROVIDE WATERTIGHT ENCLOSURE. CURB TO (MEET NATIONAL ROOFING CONTRACTORS ASSOCIATION REQUIREMENTS. K. CURBS TO 5E' SUPPIJED By 11415 CONTRACTOR AND INSTALLED 51 THE LANDLORD. COORDINATE PENETRATIONS OF TINE ROOF w114 -rue LANDLORD'S ROOFING CONTRACTOR L. NVAC CONTRACTOR TO SET UNIT ON CURB AND MAKE CONTROL CONNECTIONS, M, ELECTRICAL CONTRACTOR TO MAKE POWER CONNECTIONS TO UNITS. N. HVAC CONTRACTOR 16 RESPONSIBLE FOR INSTALLING ALL CONTROLS, CONTROL WIRING AND TO MAKE OPERATIOAL, 0. ROOFTOP U1411 SMALL DE LENNOX. 15516 OAS FIRED UNIT HEATER A. GAS -FIRED WORDOHTAL PROJECTION 1.1141T HEATER WITN DOUBLE DEFLECTION LOUVERS, GAS SMUTOFF VALVE, GAS PRESSURE REGULATOR, 24 VOLT CONTROL TRANSFORMER AND THERMOSTAT, 6ROOD GAF VALVE PITH BUILT -IN RELAY PILOT FLAME AD.4MJTM !LAM! SHUTOFF AND PILOT !LA SHUTOFF DEVICE. 5. SUPPORT UNIT WT4 5/5' ROUND HANO!R RODS SUSPENDED PROM STRUCTURE. FURNISH AUXILIARY STEEL WHERE REQUIRED. C. POWER WIRINQ By ELECTRICAL CONTRACTOR. D. LENNOX L1 GAS FIRED UNT5 WITH INDUCED DRAFT BON 1 5880 FLUES A, FLUE SHALL SE DOUBLE WALL TYPE 441114 ALUMINUM IN10* WALL, INSULATING AIR SPACE, AND GALVANIZED STEEL OUTER WALL, FLUES SHALL BE SELKIRK MITALDE5IOS TYPE PS. B. SUPPORT FLUE PROM STRUCTURE MAINTAINING REWIRED CLEARANCE TO COMDU511BE MATERIALS. C. RUN FLU! THRCUGU OPENING 94 ROOF PROVIDED 511 GENERAL CONTRACTOR., INSTALL ALL WEATHER VENT CAP 411714 ORD SCREEN AT END OF FLUE. INSTALL *1.11544(444 AND STORM COLLAR FOR EWE. 16906 NR DISTRIBUTION DEVICES • A, STEEL RETURN AIR OR EXHAUST. REGISTER - STEEL GRILL! 11114 36 DEGREE LONERS PARALLEL TO LO44 DIMENSION, GASKET, • FLANGE, 5 /4 "LON/ER SPACING AND VOLUME CONTROL DAMPER. TITUS 56ORL. 5. 50UARE CELL SUPPLY AIR DIFFUSER - STEEL SQUARE CEILING DIFFUSER, CONCENTRIC CONES, ADJUSTABLE PATTERN CONTROL TABS, RE1%NABLE INNER CONE *59EM0LT, ROUND NECK, VOLUTE • CONTROL. DAMPER, EQUALIZING GRID. TITUS 7115. C. FINISHES - FURNISH ALL AIR DISTRIOJTION DEVICES WITH PRIME COATED AND IT! BAKED ENAMEL FINISH COAT UNLE55 SPECIFIED OTHERWISE. D. COORDINATE AIR DISTRIBUTION DEVICE LOCATIONS 441114 ALL AFFECTED CONTRACTORS BEFORE INSTALLING DUCTWORK, SIGNIFICANT DEVIATIONS IN LOCATIONS FROM TWO5E SHOWN ON THE DRAWINGS PEST BE APPROVED BT ARCHITECT BEFORE • INSTALLATION E. SUSPEND CEILING AIR DEVICES FROM STRUCTURE ON WIRE HANGERS OR FROM RIGID DUCTWORK, CEILING MUST NOT BE USED TO SUPPORT AIR DISTRIBUTION DEVICES. F. SECURELY FASTEN SIDE WALL AIR DEVICES TO RIGID DUCTWORK OR STRUCTURE. 1 G. AIR DISTRIBUTION DEVICES SHALL BE TUTUS, EQUAL PRODUCT 441 METAL ■AIR,, ANEMOSTAT, NAILOR, OR BARBER - COLEMAN MAT BE FURNISHED A TH! CONTRACTOR'S OPTION. 15915 DAMPERS A. RECTANGULAR DUCT 6' 4 U EL MANUAL BALANCE AND MOTORIZED DAMPER Y HIDE 0! Ii 14 GAUGE , V B CHANNEL FRAM! WITH BRACED CORNERS, LED LINKAGE, , T 70 LCN FILLED BEARINGS, M 6/5' DIAMETER AXLE, LONG CONTROL MOTORIZED E SEALS, P D DAMPER TO HAVE REPLACEABLE RUBBER SEALS INSTALLED LLED THE TOP, BOTTOM AN11 SI D SEES 5 0! OF THE FRAME, AS WELL A59, , ALONG ALL SIDES OF EACH BLADE. S. C. D. E. P. ROUND GALVANIZED STEEL MANUAL BALANCE DAM PER 841114 SINGLE N GAUGE BLADE, CHANNEL FRAME, STAINLESS STEEL SLEEVE BEARINGS PRESSED INTO FRAME, S/S' DIAMETER AXLE EMENDED 6' FOR CONTROL SNAfT, BLADE STOP. EQUIP DAMPERS WITH LOCKING QUADRANTS. CHECK DAMPERS FOR PROPER OPERATION BEFORE AND AFTER INSTALLATION. INSTALL BALANCE DAMPERS WHERE S4CYM ON THE DRAWINGS AND ELDEWWORE AS NECE55AR7 TO OBTArN PROPER SYSTEM BALANCE. DAMPERS SHALL BE RUSKIN. EQUAL PRODUCT OY AMERICAN WARMING AND VENTILATING, LQNl55 AND DAMPERS, OR PREFCO MAY 5E FURNISHED AT THE CONTRACTORS OPTION. 15939 INUNE FANS • A. CENTRIFUGAL INLINE EXHAUST FAN W1144 9WROUD, REITIVA5LE MOTOR COVE!, HINGED ACCESS DOOR VENTURI INLET CONE, 5TATICALLT AND D7NAPIICALLT BALANCED SACKINARD INCLINE0 NON- OVERLOADING FAN WHEEL, 5TE01. DRIVE SHAFT ON BALL BEARINGS, ADJUSTABLE 5E1.7 DRIVE, PULLETS PERMANENTLY LUBRICATED BALL SEARING 4107OR 411714 TWERMAL OVERLOAD PROTECTION, SUSPEND 141114 MANUFACTURED HANGER5 AND VI44RATEN 150LATORS, MOTOR COM0ART1'1ENT VENTILATED FROM OUTSIDE DCNAUST AIR STREAM, • CONDUIT CHASE FOR WIRING AND GRAVITY BACKDRAFT DAMPER WITH EDGE SEALS. PROVIDE DISCONNECT AND ROOF CAP. LOREN COOK 7044 -44. 5. RELIEF CURB TO BE ALUMINUM 14' NIGH 141714 RIGID FIBERGLASS INSULATION CANT STRIP FORMED INTO CURB BOOT, DAMPER TRA1, AND WOODEN NAILING STRIP,' C. ROOF OPENING TO 6E FRAMED 0Y GENERAL CONTRACTOR. 14VAC CONTRACTOR TO SET CURB IN PLACE AND SECURE TO ROD! DECK. GENERAL CONTRACTOR TO FURNISH AND INSTALL FLASHING. D. HVAC CONTRACTOR TO WANG FAN SET CURD AND SECURE, INSTALL RELIEF WOOD, 8ACKDRA0T DAMPER AND CONNECT DUCTWORK. 6. ELECTRICAL CONTRACTOR TO PROVIDE ALL WIRING. F. FANS SMALL 6E LOREN COOK. EQUAL *600)5T BY ACME, GREENNECK, PENN, OR VENN -AIR MAY 60 FURNISHED AT T140 CONTRACTOR'S °FTICN. 15960 AIR CURTAIN A. AIR CURTAINS WITH ELECTRIC HEAT. AIR CURTAIN TO BE CERTIFIED IN THE FOLLOWING *MCA 220, ARI 410, 5. HOUSING MATERIALS, GALVANIZED STEEL WITN INTAKE LOUVERS AND DISCHARGE NOSE!. C. FANS, DIRECT ORIV!, GALVANIZED STEEL, CENTRIFUGAL D. MOTORS, TOTALL7 ENCLOSED OPEN, 0RIFTR000, 1, ELECTRIC HEATING COILS COILED RESISTANCE WIRE: WITH OVERTEM►0RATURE PROTECTION AND CONTROL PANEL. F. PROVIDE WI74T•! FOLLOWING ACCESSORIES 1, THERMOSTAT. 2. AUTOMATIC DOOR 914101. FW5W-WTTON SWITCH, 4. TIME.DELA1 RELAY. 9. MOTOR - CONTROL PANEL. 4.. MOUNTING BRACKETS. G. AIR CURTAIN SHALL DE MARS. EQUAL PRODUCT BY °MARK OR MARKEL MAY DE FURNISHED AT 114E CONTRACTORS 0•7014. 15975 INSULATION A. DUCT INSULATION AND APO44070ANCIS SHALL HAVE A PLANE SPREAD RATING NOT EXCEEDING TWENTY -FIVE (26) AND A 501,X0 DEVELOPED RATING NOT EXCEEDING FIFTY (SO). D. CONCEALED ROUND DUCTWORK - REMELT! PIBERGLA5$ DUCT WRAP LAMINATED TO FOIL REINFORCED KRAFT VAPOR 6ARRIER FACING WI?14 2' STAPLING FLANGE 1.0 PCF DENSITY, K -0.27. °WENS- CORNING COMMERCIAL GRADE FIDERGLA55 DUCT WRAP TYPE 100, C. INSULATION THICKNESS DUCT TYPE THICKNESS IN UNCONDITIONED AREA 2' IN CONDITIONED AREA 1' PIPE TYPE CONDENSATION THICKNESS VALUE 1.0 5.5 VALUE 5 D. INSULATION SHALL NOT DE APPLIED UNTIL THE GENERAL CCN9TRUCTNON WAS PROGRESSED SUFFICIENTLY TO INSURE AGAINST PN7SCAL OR 11015TUR! DAMAGE TO THE NSULATION. ALL INSULATION DAMAGED THROUGH FAILURE 10 OBSERVE 11416 DIRECTIVE SHALL D! REPLACED AT HVAC CONTRACTOR'S EXPENSE. 1. HANGER RODS MUST BE PERPENDICULAR TO DUCTWORK BEFORE INSULATION IS INSTALLED. P. INSTALL ALL INSULATION ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. G. IN5UL.ATICN SHALL BE APPLIED OVER FLANGES, JOINTS AND SEAMS 1N PIPING AND DUCTWORK. N. ALL JOINS AND SEAM IN INSULATION SHALL BE PROPERLY SEALED TO MAINTAIN VAPOR BARRIER INTEGRITY. I. INSULATION BALL BE OWENS- CORNING. EQUAL PRODUCT BY ARMSTRONG, CERTAINTEED, 001145LER OR KNAUF MAT 01 FURNISHED AT THE CONTRACTOR'S OPTION. 15980 BALANCING AND COMMISSIONING A. ALL AIR DISTRIBUTION 5T5TE715 ARE TO 5E BALANCED IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING STANDARDS, SUCH AS THE ASSOCIATED AIR GAUCHOS COUNCIL (*ABC) DUCTED AIR RATES ARE TO 51 MEAS)RED AND ADJUSTED 1'O DELIVER FINAL FLOW RATES 441714114 ICE OF DESIGN RATES. B. THE MECHANICAL SYSTEMS SHALL BE TESTED TO VERIFY THAT THEY ARE ALL WORKING PROPERL7 TO MEET THE STATE ENERGY CODE REQUIREMENTS. PROVIDE A REPORT SHOWING THAT EACH PIECE OF EQUIPMENT WAS DEEM TESTED IN ITS VARIOUS FUNCTIONS AND IT PERFORMANCE FOR EACH OF THESE FVNCTNRIS. VERIFY THAT THE PROPERLY SIZED EQUIPMENT HAS SEEN INSTALLED AND RECORD ALL Of THE PERFORMANCE AND GENERAL PWIT5ICAL DATA FROM THE EQUIPMENT. REVIEWED FOR CODE COMPLIANCE JUL - 2007 City Of Tf,k r BUT= RECEIVED MTV OF TUKWILA I JUN 2 2 2007 PERMIT CENTER 1D 1 n..N1. 0.,.Pr IOGIRRRRGT nalwv GAMBRIP 9411 07101 DRAWING NUMBER: , H6.1 C T ENGINEERING Structural Engineers PLLC STRUCTURAL CALCULATIONS For HVAC Roof Top Units DSW Shoes North Building @ Southcenter Square Tukwila, WA r 1 2 cmtztorm 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285-4512(V) (206) 285-0618(F) REVIEWED F3:), CODE C01.1PLIANCF Fns copr .., JUL - 3 2007 Permit No. L i 6. 1 ...... City Of Tilkw;;7-): BUILDP. itP4.V4 1_1111.11a6111allal PLLC Project: SC") Client: X • • Structural Engineers 31.11Ie ..)UL Seattle, WA 98109 (206) 285-4512 FAX: Page Number: (206) 285-0618 Date: -;:-..f. - , e.„, ,,-... .., pc L L. ,.. ; ,_ - _- , ,.; 1 0 1.4 ..,...,t-„,;,...- \4---. 7,:-.:.;., r ; ., c•.7 4 , - - - 7(-kv.-;._ 'tz 7 L,...) k . - F 711 C.- 4 z2;:! '..'- c- `.: F R ' 7 L ;--.1ar2:7,\. li_ (,,,., ..„7 -.-•••.t..57 .4.. C e .::..: Ea. ... ".:'a''' L. - kL.-1... Ti \ E_ T- -Y'- ,Ni cL .,. ,...., - 2_'(51.1,e.. . -- p4 , a, -, -; g. Vr 1 -: / k \e-,C. ELN e,.. HT ( ; c-_) .rot t„) ) V. 1 c,c-,c.. -p-ic,.. . =-:. ifr... 1 :::,, ,;,.....',,, \ .•.., i ....I e.:(,;. r tz- h. rt i r- c., ' .GOO ( IIP " E .:^ ‘j€C.? 1 .....C)/.;; : :: OF - 7: , 4-6- St V.( i ) -'''' / I le,c , ( FL 121 z *Jr / , 1 / / 9- , VE12 Toii c- rrQ Tc ...s.- 1 ,\...Lc.".L.,,.... , 7:-..i.„.... z-- ,2._\ /.=;4. ,=-0t v.m.), eL , •--, e / . — I ...... , • , 12 S-.03E • VtIrA ::.. L.L. Tle( cc TYE-1 \'. FCA I Le. L'i C ■'‘,:.;, "; --(,-;: L' ' '....• k V; ) 1 1 / - 417 11 = (!:-.•t7C )( S's\ ‘ 6 2- / (47,D7- L c-• ¥ 14 t% \A{1 LL 4 OT n. P4:4 0\1 eiZ.4., Lk) 7-0 Z4-1.,:).(TcV•la.) oF 'THE ii=1.X; stue. 12L., • • VV l , 1 N i c '.., - ∎ ,`._._. _.. ..t s __ 11W3Y_ i e b i - th II v , �� L iii - OINS I SOON `'r' 11k1 ,c� - I/ rit It I c%:,ri �gum l I ME. WM � 1 i • C YZi 1336 NOVATO 170 OfILS ail s e du kaaaniunt tZi NOLLYA713 TNM OfLLS ail � rez-s Mg 1334 ORIS .1 'r r po NCl NL T �� YZ-S 133F6 r , /; ;, La-FL ■■ - r ■ ■ ■ ■ ■1 _ - .I �C o 4 II-A] VOL IpIYN Uo r SOON u -.K cza 1.U-.w 41111. • i i 7-3 I MI ■■ 01C 300/170 ■� ill.' �_ � r��1 ♦ ROWS OI 01000010 ■ ■■ r �■ ■Id • marl �� 1 1iLJiUUU `�� �. tai ,..:.r....v.........m.J ?mama - ..a_•�� mar '- cc. va.r.:.1.a+-m..rlell • r ■u.r'tise illo■ ii L! . •tee - 71 ■...... mom ..-- J � q y 2 "ii, „._.3 _ ,.. .. „_. et., „_ ii i NY tz-11 • • NEE' E N G .1 141 E R 1 1•1 G PLLC Project 'tent: 2. ) < p,c Ft:6 r Structural Engineers CcP "r" F t7Ec- Suite 302 Seattle, WA 98109 Date: 4-13—c:51 (206) 285-4512 FAX: Page Number: (206) 285-0618 3" Ps. T, 171. • L-4 'ITC:cc:4..1D • ?c -6* — T 75 s E. Cr c J ACTIVITY NUMBER: M07 -142 DATE: 06 -22 -07 PROJECT NAME: DSW SHOES SITE ADDRESS: 17100 SOUTHCENTER PY, STE 128 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Public Works Comments: Approved ❑ Notation: Documents/routing slip.doc 2 -28-02 � PERMIT COORD COPY` PLAN REVIEW /ROUTING SLIP (t-14171 � I Alio& 1 -3- Fire Prevention IN Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n TUES/THURS RO ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Not Applicable ❑ Planning Division LJ Permit Coordinator n DUE DATE: 06-26-07 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: El DUE DATE: 07 -24-07 Approved with Conditions ❑ Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License D15MEM *930BT Licensee Name D15 MECHANICAL Licensee Type CONSTRUCTION CONTRACTOR UBI 601841514 Ind. Ins. Account Id Business Type INDIVIDUAL Address 1 2020 S 3201E ST #C -90 Address 2 City FEDERAL WAY County KING State WA Zip 98003 Phone 3608885433 Status ACTIVE Specialty 1 AIR HEAT,VENTILATION,EVAPORAT Specialty 2 SHEET METAL Effective Date 1/30/2007 Expiration Date 1/30/2009 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date ADKISSON, BRENT OWNER 01/30/2007 Washington State Department of Labor and Industries 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. Bond Information No Matching Information Savings Information Savings Bank Name Bank Branch Location Assignment of Savings Number Effective Date Release Date Assignment Type Impaired Date Amount Received Date https: // fortress .wa.gov /lni/bbip /printer.aspx ?License =D 15MEM *930BT 07/10/2007 SHEET NUMBER SHEET TITLE M0.0 DRAWING INDEX, SYMBOLS AND ABBREVIATIONS M0,1 BASIS OF DESIGN, CONTROL SEQUENCE, AND SCHEMATIC DIAGRAMS MO2 SEISMIC INFORMATION M2,1 1ST FLOOR HVAC PLAN M2.2 2ND FLOOR HVAC PLAN M2.3 3RD FLOOR HVAC PLAN M2.4 ROOF HVAC PLAN M3.1 1ST FLOOR ENLARGED HVAC PLAN M32 2ND FLOOR ENLARGED HVAC PLAN M3.3 3RD FLOOR ENLARGED HVAC PLAN M3.4 ROOF ENLARGED HVAC PLAN M4.0 HVAC SECTIONS M5.0 HVAC DETAILS M6.0 HVAC DIAGRAMS M7.0 HVAC SCHEDULES AND SPECIFICATIONS c -c 0 is ABBREVIATIONS GENERAL AD ADJ AFF AFG AG AMP ARCH AUTO AUX BD BHP BLDG BOP BOT BS BTU BTUH CA CAB COND C/L CLG CFM CLG CO CO2 COL CONC COND CONN CONSI1 CONTR CTL DET DIA DIAG DIM DISCH DN DN DS DWDI DWG DWV EA EC EL ELEC ELEV EP EQUIP ESP EXH EXIST (F) FA FCO I -DC FDN FIG FIN F1O FLEX FLG FIR FO FP FPM Fr FTG FURN GA GALV GC GEN GPM GWB H HP HR HS HTG HTR ID LAB LF MAU MAX MBH MED MEZZ MFR MH MIN MISC MTD N/A NC NEG NIC NO NOM NTS OA OC OD OVHD POC PRELIM PSI PSG SECT SF SIM SPEC SO STD STRUC ACCESS DOOR ADJUSTABLE ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ABOVE GROUND AMPERE ARCHITECT; ARCHITECTURAL AUTOMATIC AUXILIARY BOARD BRAKE HORSEPOWER BUILDING BOTTOM OF PIPE BOTTOM BIRD SCREEN BRITISH THERMAL UNIT BRITISH THERMAL UNITS PER HOUR COMPRESSED AIR CABINET CONDENSATE CENTER LINE CEILING CUBIC FEET PER MINUTE CEILING CARBON MONOXIDE CARBON DIOXIDE COLUMN CONCRETE CONDENSER; CONDENSATE CONNECT; CONNECTION CONSTRUCTION CONTRACTOR CONTROL DETAIL DIAMETER DIAGONAL DIMENSION DISCHARGE DIVISION DOWN DISCONNECT SWITCH; DOOR SWITCH DOUBLE WIDTH, DOUBLE INLET DRAWING DRAIN, WASTE, VENT EXISTING EACH ELECTRICAL CONTACTOR; END CAP ELEVATION ELECTRICAL ELEVATION ELECTRICAL PANEL; END PLUG EQUIPMENT EXTERNAL STATIC PRESSURE EXHAUST EXISTING FUTURE FAHRENHEIT FIRE ALARM FLOOR CLEANOUT FIRE DEPARTMENT CONNECTION FOUNDATION FIGURE FINISH FURNISHED AND INSTALLED BY OWNER FLEXIBLE FLANGE FLOOR FUEL OIL FIRE PROTECTION FEET PER MINUTE FOOT; FEET FOOTING FURNISH GAGE GALVANIZED GENERAL CONTRACTOR GENERATOR GALLONS PER MINUTE GYPSUM WALL BOARD HIGH HORSEPOWER; HIGH PRESSURE HEATING RETURN HEATING SUPPLY HEATING HEATER INSIDE DIAMETER /DIMENSION LABORATORY LINEAL FOOT MAKE-UP AIR UNIT MAXIMUM 1000 BR1T15H THERMAL UNITS PER HOUR MEDIUM MEZZANINE MANUFACTURER MANHOLE MINIMUM; MINUTE(S) MISCELLANEOUS MOUNTED NOT APPLICABLE NORMALLY CLOSED NEGATIVE NOT IN CONTRACT NORMALLY OPEN; NUMBER NOMINAL NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER OVERHEAD POINT OF CONNECTION PRELIMINARY POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH GAUGE QTY QUANTITY R RELOCATED RAD RADIUS REQD REQUIRED RPM REVOLUTIONS PER MINUTE SECTION SQUARE FOOT SIMILAR SPECIFICATION SQUARE STANDARD S I RUCTURAL TBD TT TOC TOS TYP UG UNDERGROUND UNO UNLESS NOTED OTHERWISE VAV VD VER VFD VSD W/ WITH W/o WITHOUT HVAC AC ACT AHU BDD BOD CC CRU CT CV DB DIFF DMPR EA EAT ECG EF FCU FD FM FP FTU GRD HC HR HVAC RA RAT RCP RTU SA SAT SD SF S /FD SL SLSM SM SP WC WH WSP TO BE DETERMINED TENANT IMPROVEMENTS TOP OF CONCRETE TOP OF STEEL TYPICAL VARIABLE AIR VOLUME VOLUME DAMPER VERIFY VARIABLE FREQUENCY DRIVE VARIABLE SPEED DRIVE AIR CONDITIONING ACOUSTICAL CEIUNG TILE AIR HANDLING UNIT BACKDRAFT DAMPER BOTTOM OF DUCT COOLING COIL COMPUTER ROOM UNIT COOLING TOWER CONSTANT VOLUME DRY BULB DIFFUSER DAMPER EXHAUST AIR ENTERING AIR TEMPERATURE EGGCRATE GRII 1 F EXHAUST FAN FAN COIL UNIT FIRE DAMPER FREQUENCY MODULATION FIRE PROTECTION; FAN POWERED FAN TERMINAL UNIT GRILLE, REGISTER, DIFFUSER HEATING COIL HEATING RETURN HEATING, VENTILATION AND AIR CONDITIONING LAT LEAVING AIR TEMPERATURE LD LINEAR DIFFUSER MC MECHANICAL CONTRACTOR MECH MECHANICAL MOD MOTOR OPERATED DAMPER; MODULATING MUA MAKE UP AIR OA OVERALL; OUTSIDE AIR OBD OPPOSED BLADE DAMPER RETURN AIR RETURN AIR TEMPERATURE REFLECTED CEILING PLAN ROOF TOP UNIT SUPPLY AIR SUPPLY AIR TEMPERATURE SMOKE DAMPER SUPPLY FAN SMOKE FIRE DAMPER SOUND LINED SOUND LINED SHEET METAL SHEET METAL STATIC PRESSURE TDH TOTAL DYNAMIC HEAD TG TRANSFER GR111 F TOD TOP OF DUCT TSP TOTAL STATIC PRESSURE UH UNIT HEATER WB WET BULF3 WC WAFER COLUMN WG WATER GAUGE PLUMBING AD AREA DRAIN GO CLEAN OUT; CARBON MONOXIDE DCW DOMESTIC COLD WATER DHW DOMESTIC HOT WATER DHWC DOMESTIC HOT WATER RECIRCULATION DSP DRY STANDPIPE EWC ELECTRICAL WATER COOLER FD FLOOR DRAIN IE INVERT ELEVATION IN WC INCHES WATER COLUMN IW IONIZED WATER; INDIRECT WASTE NPCW NON POTABLE COLD WATER ORL OVERFLOW RAINWATER LEADER PD PLANTER DRAIN; PRESSURE DROP PERF PERFORATED PLBG PLUMBING PRV PRESSURE REDUCING VALVE RPBP REDUCED PRESSURE BACKFLOW PREVENTER 5D STORM DRAIN SS SANITARY SEWER VTR • VENT THROUGH ROOF WASTE WATER CLOSET WATER HEATER WET STANDPIPE PIPING BP BACKFLOW PREVENTER CD CONDENSATE DRAIN CHW CHILLED WATER CHR CHILLED WATER RETURN CHS CHILLED WATER SUPPLY CT CONICAL TEE EWT ENTERING WATER TEMPERATURE FHV FIRE HOSE VALVE LWr LEAVING WATER TEMPERATURE TOP TOP OF PIPE PIPING IDENTIFICATION HVAC PLUMBING FIRE PROTECTION DSP FDC FP FW WSP PIPING FITTINGS 1ti Fc91 _ f A GOND - CDR-- .- CDS CHS — -CHR - -- G HR HS RL -RS ST GRW GAW ID lRR NP ORL PW PSD RWL —RWL— SD UD W W VALVES -re-1 is Dit 1.1 1(} PIPING ACCESSORIES AV 411AV #.# WATTS /LF RPBP�- �--- -- Y I I" 161 a I I } �F A COND CDR CDS CHS CHR G HR HS RL RS ST CW GRW GAW NW HWC ID IRR NPCW ORL PW PSD RWL RWL SD SS V W W DSP FDC FP FW WSP COMPRESSED AIR PIPE CONDENSATE DRAIN PIPE CONDENSER WATER RETURN PIPE CONDENSER WATER SUPPLY PIPE CHILLED WATER SUPPLY PIPE CHILLED WATER RETURN PIPE NATURAL GAS PIPE HEATING WATER RETURN PIPE HEATING WATER SUPPLY PIPE REFRIGERANT LIQUID PIPE REFRIGERANT SUCTION PIPE STEAM SUPPLY COLD WATER PIPE (POTABLE) GREASE WASTE GARAGE WASTE HOT WATER PIPE (POTABLE) HOT WATER CIRCULATING (POTABLE) INDIRECT DRAIN IRRIGATION WATER PIPE NON - POTABLE CW PIPE OVERFLOW RAINWATER LEADER PUMPED WASTE PUMPED STORM DRAIN RAINWATER LEADER BELOW GRADE RAINWATER LEADER STORM DRAIN PIPE SANITARY SEWER PIPE (SITE) UNDERDRAIN PIPE VENT PIPE (SANITARY) WASTE PIPE WASTE PIPE BELOW GROUND DRY STAND PIPE FIRE DEPT. CONNECTION PIPE FIRE SPRINKLER PIPE FIRE PROTECTION WATER PIPE FIRE PROTECTION WASTE PIPE WET STAND PIPE TEE W /PIPE UP TEE DOWN W /ELBOW TEE UP W/ ELBOW TEE UP TEE DOWN 90° ELBOW UP 90' ELBOW DN CAP UNION FLANGE FLEX HOSE CONNECTION DOUBLE BELLOWS FLEX CONNECTION SINGLE BELLOWS FLEX CONNECTION FLOW ARROW CONCENTRIC REDUCER ECCENTRIC REDUCER SLOPE SYMBOL BREAK OR CONTNUATION SYMBOL DOWN SPOUT NOZZLE CLEANOUT 45• ELBOW 45" ELBOW 90' ELBOW 90' ELBOW CROSS TEE WYE TAP HOSE CONNECTION MOTORIZED 2 -WAY VALVE MOTORIZED 3 -WAY VALVE PRESSURE REDUCING VALVE CONTROL VALVE RELIEF VALVE BALL VALVE 3-WAY GATE VALVE BUTTERFLY VALVE DIAPHRAGM VAVLE CHECK VALVE NEEDLE VALVE GLOBE VALVE GLOBE VALVE ANGLE GLOBE VALVE 3 -WAY GATE PLUG VALVE BALANCING VALVE HOSE BIBB PUMP MANUAL AIR VENT AUTOMATIC AIR VENT HIGH CAPACITY AIR VENT SHOCK ARRESTOR FLOW SWITCH VACUUM BREAKER PRESSURE GAUGE TEMPERATURE SENSOR TEMPERATURE INDICATOR AUTO FLOW VALVE FLOW METER Y STRAINER Y STRAINER W/ BALL VALVE PIPE SLEEVE STEAM TRAP PEES PLUG HEAT TRACING SUCTION DIFFUSER W/ STRAINER REDUCED PRESSURE BACKFLOW PREVENTOR FUNNEL DRAIN FLOOR DRAIN ROOF DRAIN ROOF OVERFLOW DRAIN FLOOR SINK DUCTWORK ACCESSORIES C EI:11 AD -- R ADS 12x12 SL 4 1" ACOUSTICALLY LINED DUCT 12x12 2 "SL Li TRANSITION DUCTWORK RECTANGULAR DUCT RECTANGULAR DUCT f I x RECTANGULAR DUCT RECTANGULAR DUCT ROUND DUCT TURNING UP OR TOWARD INSTRUMENTATION AND CONTROLS l V ,/ BIRDSCREEN OR SCREENED OPENING SUPPLY GRILLE RETURN OR EXHAUST GRILLE VOLUME DAMPER MOTOR OPERATED DAMPER AIRFLOW MONITOR REMOTELY OPERATED VOLUME DAMPER (YOUNG REGULATOR OR APPROVED) BACK DRAFT DAMPER COORDINATE WITH CEILING APPURTENANCES. FLEX CONNECTION FIRE DAMPER THROUGH WALL ARE DAMPER THROUGH FLOOR FIRE /SMOKE DAMPER THROUGH WALL FIRE /SMOKE DAMPER THROUGH FLOOR ACCESS DOORS 2" ACOUSTICALLY LINED DUCT CHANGE OF ELEVATION RISE(R) DROP(D) TURNING VANES 'TY SMOKE DETECTOR THERMOSTAT SENSOR RETURN / EXHAUST / OUTSIDE AIR SUPPLY / TRANSFER AIR TERMINAL UNITS - SEE SCHEDULE FOR TYPE SUPPLY AIR DUCT TURNING UP OR TOWARD SUPPLY AIR DUCT TURNING DOWN OR AWAY EXHAUST OR RETURN AIR DUCT TURNING UP OR TOWARD EXHAUST OR RETURN AIR DUCT TURNING DOWN OR AWAY ROUND DUCT TURNING DOWN OR AWAY OVAL DUCT TURNING UP OR TOWARD OVAL DUCT TURNING DOWN OR AWAY FLEXIBLE DUCT CARBON MONOXIDE SENSOR VISUAL ALARM LIGHT - WALL MOUNTED GRILLE /REGISTER /DIFFUSER DOUBLE LINE LINEAR DIFFUSER (CEILING) L l LINEAR DIFFUSER (WALL) LOUVER PLAN VIEW 1 HVAC a ANNOTATION VAV BOX TAG 1 -23 S-- C8-09-A 000 000 S- C8 -09 -A 1 DUCT WORK EQUIPMENT TAG GRILLE, REGISTER, OR DIFFUSER TAG DT5 -613 CFM EACH SIZE I TYPE CODE LOUVER TAG EF -2 -11 61-1 CEILING SUPPLY AIR DIFFUSER CEILING SUPPLY AIR DIFFUSER (SHOWN WITH THROW ARROWS) CEILING RETURN, EXHAUST OR TRANSFER AIR GRILLE LOUVER (ELEVATION VIEW) 0 ROUND DUCT SYMBOL -e- FLAT OVAL DUCT SYMBOL CONSECUTIVE EQUIP. # FLOOR OF EQUIP. LOCATION EQUIPMENT DESIGNATION LEGAL DESCRIPTION LOCATION / SITE MAP FLOOR # - DISCRETE BOX # SEE BELOW PRIMARY CFM FAN CFM ACOUSTICAL ACCESSORIES (IF REQ'D) KW OF AUX. HEAT. VAV BOX SIZE; SEE SCHED. SERIES ARL EL FAN POWERED EQUIPMENT TAG L05 /3 -300 CFM EACH LINEAR DIFFUSER GRILLE L_ ACTIVE LENGTH IN FT. TOTAL LENGTH IN FT. TYPE CODE LOUVER TAG T CONSECUTIVE LOUVER #. FLOOR LOCATED FACADE DESIGNATION NE 1/4 OF THE SE 1/4 AND SE 1/4 OF THE SE 1/4 OF SECTION 9 AND GOV'T LOT 15 AND SW 1/4 OF THE SW 1/4 OF SECTION 10, T23N., R4E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON. GENERAL INFORMATION SYMBOLS X—X—X--*--X--34--X X- X X X L �.. .__.. ....w GENERAL NOTES: DRAWING INDEX REVISIONS No changes shall made tothel scope of work without prior app o Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. � NEW MECHANICAL WORK 4, COMPLETION AND COMMISSIONING FOR MECHANICAL SYSTEMS: FUTURE TI SCOPE & NEW WORK OTHER THAN MECHANICAL DEMO MECHANICAL WORK DETAIL OR DIAGRAM NUMBER SHEET NUMBER WHERE DETAIL /DIAGRAM SHOWN SECTION LETTER SHEET NUMBER WHERE SECTION SHOWN PLAN NUMBER SHEET NUMBER WHERE, PLAN SHOWN REVISION NUMBER - DENOTES NUMBER AND DATE WHEN REVISION OR ISSUE OCCURED REVISION CLOUD -- DENOTES AREA OF CHANGE DETAIL REFERENCE OUTLINE WffH NUMBER AND SHEET LOCATION MATCHUNE PLUMBING FIXTURE CALL -OUT (SEE PLUMBING SCHEDULES) DRAWING NOTE REFERENCE POINT OF CONNECTION CENTERLINE STRUCTURAL BEAM PENETRATION (SEE M503) STRUCTURAL BEAM HAUNCH (SEE M503) 1. VERIFY LOCATIONS AND DIMENSIONS OF ALL EQUIPMENT AND COORDINATE ALL WORK PRIOR TO START OF CONSTRUCTION. 2. OBTAIN APPROVAL OF STRUCTURAL ENGINEER PRIOR TO INSTALLATION OF PENETRATIONS NOT PREVIOUSLY COORDINATED OR AGREED UPON, I.E. ANCHOR BOLT DEPTHS, ETC. 3. CONCRETE EQUIPMENT CURBS, PIPING RAT SLABS, SUMP BASINS, AND HOUSEKEEPING PADS ARE SHOWN FOR APPROXIMATE LOCATION AND SIZE AND ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR. WHERE PROVIDED, REFER TO STRUCTURAL INFO FOR ADDITIONAL DETAILS. A. PROVIDE RECORD DRAWINGS OF THE ACTUAL INSTALLATION TO THE OWNER (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 14162.4,3) B. PROVIDE TO THE OWNER ALL NECESSARY SYSTEM OPERATION AND MAINTENANCE MANUALS (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 141024.2) C. BALANCE ALL HVAC SYSTEMS AND PROVIDE TO THE OWNER A WRITTEN BALANCING REPORT (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.2.1) D. EQUIPMENT /SYSTEMS TESTING SI-IALL BE PERFORMED IN ACCORDANCE WITH APPROVED PLANS (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.3.1). E. TEST, CALIBRATE AND ADJUST ALL HVAC CONTROLS AND SEQUENCES OF OPERATION IN ACCORDANCE WITH THE APPROVED PLANS (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.3.2), NECESSARY TESTS ARE IDENTIFIED IN 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.3.1; PREPARE A PRELIMINARY COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS PRIOR TO ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.5.1); PROVIDE TO THE OWNER A FINAL COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.5.2), 5. PERFORMANCE OF ALL NEW BUILDING MECHANICAL SYSTEMS WILL COMPLY WITH OR EXCEED THE MINIMUM REQUIREMENTS AS SET FORTH IN THE 2006 WASHINGTON STATE ENERGY CODE SECTION 1410 - GENERAL REQUIREMENTS. 6. MINIMUM VENTILATION QUANTITIES WILL COMPLY WITH OR EXCEED THE 2006 INTERNATIONAL MECHANICAL CODE. 7. ALL MOTORS WELL COMPLY WITH CHAPTER 15 OF THE 2006 WASHINGTON STATE ENERGY CODE. FOR ADDITIONAL DETAILS, SEE EQUIPMENT SCHEDULES CONTAINED WITHIN THIS DRAWING SET. 8. ALL SYSTEMS WILL BE INSULATED AS PRESCRIBED IN CHAPTER 14, TABLE 14-5 OF THE 2006 WASHINGTON STATE ENERGY CODE. FOR ADDITIONAL DETAILS, SEE DUCTWORK AND PIPING SPECIFICATION MATRICES CONTAINED WITHIN THIS DRAWING SET. 9. VERIFY THAT ALL NECESSARY INFORMATION HAS BEEN PROVIDED PRIOR TO CONNECTION OF EQUIPMENT FURNISHED BY THE OWNER OR OTHERS. 10.FOR ADDITIONAL SYSTEM AND EQUIPMENT SEISMIC REQUIREMENTS, REFER TO STRUCTURAL INFORMATION (WHERE PROVIDED) AND PROJECT SPECIFIC SEISMIC DESIGN INFORMATION SHEET CONTAINED WITHIN THIS DRAWING SET. SEPARATE PERMIT REQUIRED FOR: 0 Mechanical WElectrical Plumbing IGas Piping City of Tukwila BUILDING DIVISION FiLE CO Permit No. Plar review approval Is subject to errors and Om!S8 ons. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy Arid conditions is acknowledged: By Date: (964Y City of Tukwila BUILDING DIVISION IY OFTUKUVi_, , MAY 4 2I }1113 MO1 I'fi- PROJECT: 3355 S. 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: NO DATE DESCRIPTION 05/14/08 PERMIT SET DESIGNED BY: T. MARINO DRAWN BY: E3. HUCKINS CHECKED ETY: 8. DAG G I=. I 1 JOB NUMBER: 8438 DATE: 04 - 07 - 08 SCAM: SHEET int.: DRAWING INDEX, SYMBOLS, AND ABBREVIATIONS SHEET NUMBER: ife Of Your Building SEE DRAWING SEA'Vr LE: 5005 3RD AVENUE S PO BOX 2456'7 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 12021 NE AIRPORT WAY surrE PORTLAND, OR 97220 503• - -331 -- •0234 www.rnokinstry,ccni SABEY DATA CENTER SDC 52 EXPIRES: 9-21-09 McKINSTRY DIVISION: ENGINEERING a BASIS OF DESIGN . . ._ ....... ....... .... ...... .. .... _ .._ ..... _. . .. ......._. Buildinf. Codes ttem 1 Date Added or I System I Modified Criteria Criteria Source " Applicable Codes and Standards Building Code 2006 International Building Code vAth Washington State AmendrnentS 2 Applicable Codes and Standards International Mechanical Code 200G International Mechanical Code with Washington State Amendments 3 I Applicable Codes and Standards -i- 4 i Applicble Codes and Standards Fire Coda Energy Code 2006 International Fire Code 2006 Washington State Energy Code 5 Appricablo Codes and Standards Ventilation and Indoor Air Quality Plumbing CoZ1e 2006 Washington State Ventilation and Moor Air Quality Code 6 ATCpliiaatiliTCorles and Standards 1 2006 Uniform Plumbing Code wth Washington State Amendments and City of Tukwilla Title 16 7 Applicable Codes and Standards Fool Gas Code 2006 International Fuol G33 CI:a7,0 Applicable Codes , and Standards Electrical Code 2 OO5 Nhiona l Elecatrical de (hi FPA 70-2005) :Exhaust Item* Date Added or IVIodified System Criteria Criteria Source 1 3/3112eCe UPS-Battery Exhamt 3190 SF at 1 cfm per SF continuous exhaust, Minimum 04 rate is 3190 cfm. IMC 502,5,2 & IFC 602,1 2 4/•0/2Cee Batteries do not off gas- no exhaust reciLdred From equiopment information and email Telly McCabe i Sabey Tuk 5 SBC 52 Central Plant Job # 358101 Loads Item# I Date Added or Modified System Criteria Criteria Sour Source LX 1 3/31/2008 arta Cantor Cooling For ach of 3 B.iikiout per unit total cooling including lighting, equipment and Qccuparls i5 15 MogaVVatts. 150 VV per Square Foot over 10,000 SF_ Sabay Criteria I < 2 5/12/2008 1 Data Center Humidification Space relitive humidity range 20-70 percent, Space 1iumidity range of 35-55 percent RH with le55 energy ai-ings, Saboy Criteria 1 , 3 1 4/9/"2008 r UPS Room 12 ach, MGE 625 lora UPS taaaao MI-leach (39 KW), UPS airflow 4070 CFM. Operating conditions 0 to 40 deg. C. 0 to 90% RH non-condonsing REVISED AIR FLOW PER MFR 3009 CFM Equipment Cut shoots canicind from 8 VECA 419/08 4 4i912008 UPS Room 12 each, STS 4G0 Amp 11400 BT/1 each (3.34 . KW:I...Operating temperatures, 0 to 40 deg. C. Equipment Cut sheets received fro rn VECA 4/9168, confinnod 400 A ..s , ,ia email 4-10.08 vAr Terry McCabe FaECgiVED 6 0 0 (1) 0 C;) r 0 0 U. C 0 0 0 LC' 0 0 0 0 L (1: 0 0 01 U: [1: EF-52A1 r EF-52B1 FUTURE EF-52C1 FUTURE EF-52D1 CONDUCTIVITY METER TO CONTROL BLEED VALVE PROVIDE IMPULSE—STYLE METER FOR WASTE WATER DRAINED FROM SUMP. SUMP OVERFLOW DRAIN BALL VALVE GENERATOR ROOM TO DRAIN AHU-52A2 AND 52E32 DUCT STATIC PRESSURE SENSOR EVAPORATOR CONTROLS SCFEMATIC DIAGRAM SCALE; NONE SUMP LEVEL CONTROL VALVE WITH FLOAT OR OTHER LEVEL SENSING DEVICE USED FOR ACTUATION. DUCT STATIC PRESSURE SENSOR UPS/GENERATOR CENTRAL PLANT SCHEMATIC CONTROL DIAGRAM NOT TO SCALE FUTURE AHU-52C2 AND 52D2 SCALE: NONE MOTOR STARTER BY ELECTRICAL. CHP-52A & 52B CONTROLS SCHEMATIC DIAGRAM SPACE TEMP SENSOR SPACE HUMIDISTAT 5202 1 1 5203 1 SUPPLY AIR ISOLATION DAMPER (TYPICAL) DUCT STATIC PRESSURE SENSOR SUPPLY AIR MANIFOLD 2 UPS AIR HANDLING UNIT MO .3 SCHEMATIC CONTROL DIAGRAM NOT TO SCALE BY—PASS DMPR 2 TYP EA AHU OUTSIDE AIR ECONOMIZER 3—WA DMPR _ I CONTROL VA. TYP EA AHU 3—WAY CONTROL VA. 2 "HP EA AHU L AHU 52B1 TA 52A1 1 & LAHU 52A2 EATIO 52B2 FUTURE AHU 5201 ]&L Al-AU 5201 1 FUTURE AHU 52D1 AHU 5202 DATA CENTER CENTRAL PLANT SCHEMATIC CONTROL DIAGRAM NOT TO SCALE CHILLER CONTROLS SCHEMATIC DIAGRAM SCALE: NONE Or° EA. AHU OSA DMPR, 2 TYP EA. AHU RETURN AIR DMPR 2—TYP RETURN AIR ECONOMIZER DMPR ISOLATION DMPR, 2 TYP RETURN AIR ISOLATION DAMPER (TYPICAL) 5201 RETURN AIR MANIFOLD 1 5202 1 [ 5293 1 SEQUENCE OF OPERATIONS AIR HANDLING UNITS (AHU's) AHU-52A1 & A2 and AHU-52B1 Description: One AHU is redundant, however both llilitS shall run at reduced load to meet the space load. Each air handler conaists of 2 supply fans with direct drive rnotors. Supply fans are variable volume. Airlaaridlera have economizer control feature, pre-filters (3O pereent, MERV 8) and fin& filters (60 percent, MERV 13). Each air handler has 2 sets of controllable chilled ' cooling coils, 2 sets of controllable direct evaporative humidification sections and two by-pass ducadamper assemblies to by--pass air around their respective cooling coil and evaporative humidifier sections. Mode: Both air handlers shall run raontinuously. EMS shall monitor fan run status, Unit mounted smoke detector shall interrupt fan operation upon detection of smoke in the supply plenum. Variable sped drives for each fan motor shall modulate the fan speed to maintain the supply duo manifold atatio pressure setporra, set 1-Inch adjustable from 0.25-Inches to 2.5-Inthes, Economizer Damper. Outside air and return air dampers shall modulate to maintain the supply air discharge temperature setpoint. When commanded by the BMS (Unhealthy outside air quality) the outside air dampers shall close and the return air dampers shall modulate full open. Dischar e Air Conlin Set .)oint: Discharge air temperature 51 deg. F., adjustable, Discharge Air Relative Humidity Setpoint; Maximum CO percent RH (adjustable), minimum 60 percent RH (adjuatable). Humidifier. (First stage of cooling) when the discharge supply air temperature is above setpoint and the supply air humidity sensor is below maximum R.H. setpoint, start the lead humidifier, incrementally start up the second humidifier in the same AHU as the lead humidifier, then the next Nor) hun in the second AHU. Upon increased discharge air Ral. to within 2 percent R.H. (adjustable) of the maximum setpoint, modulate the lead by-pas,s damper open to maintain R.H. setpoint then incrementally modulate the remaining by-pass dampers open. When by dampers are in the full open position and the R.H. is above the maximum setpoint, lead humidifier shall be commanded off and incrementally the remaining humidifies shall be commanded off, the by-pass damper shall modulate closed. Cooling Coil Control Valve:, (Second stage of cooling) when the discharge supply air temperature is 2 Deg. F. (adjustable) above setpoint the lead 3-way control valve shall modulate open to satisfy the setpoint. Upon further need for coaling the remaining control valves shall modulate open incrementally. Humidifier SUMp Level Control: Sump level control is provided by self-contained float and controller: Sump shall be automatically drained and refilled daily, Drain down is staggered between units as well as between air handlers so only one humidifier is out of service at one time Conductivity meter automatically controls make-up water valve to open when conductivity rises above setpoint and forces water out overflow drain. Supply and Return Duct Isolation Damper: In normal operation mode, associated isolation motor operated damper (MOD) shall open. In failure mode the isolation MOD shall close to isolate the air handling units, , - PROJECT: 3355 S. 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: NO DATE DESCRIPTION 05/14/08 PERMIT SET McKINSTRY DMSION: DESIGNED BY: T. MARINO DRAWN BY: CHECKED BY: JOB NUMBER: 8438 DATE: 04-07-08 SCALE: SHEET TITLE: SHEET NUMBER: ENGINEERING B. HUCKINS SEE DRAWING ife Of Your Building SEATTLE: 5005 3RD AVENUE 5 PO '4.0( 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 12021 NE AIRPORT WAY SUITE PORTLAND, OR 97220 503-331-0234 www.mckinetry.com SABEY DATA CENTER SDC 52 ....... ......................................................................... EXPIRES: 9-21-09 . DAGGE1i BASIS OF DESIGN, CONTROL SEQUENCE, AND '`-` • SCHEMATIC DIAGRAM . . VF i - I r I 1 , / r . Et —I 5 0 1 i CD , i ' o ... i (3 I ' < I ! 0 04 .__i W COOUNG COIL NZ 111111 , J ---1 ' i " 1 —."----- k :101'zfa i i -_-,-4, 1 AHU-52B2 LING COI ri, I 1 r _ 1-fai I IS .. i AHU— 2A3 I 1 - 1 7 = -11-1 ; i r i 1 — i , ,a, -.1 I 0 0 1 < c ; LX i C.) I < I I 1 ' AHU-52A3 1 6 0 0 (1) 0 C;) r 0 0 U. C 0 0 0 LC' 0 0 0 0 L (1: 0 0 01 U: [1: EF-52A1 r EF-52B1 FUTURE EF-52C1 FUTURE EF-52D1 CONDUCTIVITY METER TO CONTROL BLEED VALVE PROVIDE IMPULSE—STYLE METER FOR WASTE WATER DRAINED FROM SUMP. SUMP OVERFLOW DRAIN BALL VALVE GENERATOR ROOM TO DRAIN AHU-52A2 AND 52E32 DUCT STATIC PRESSURE SENSOR EVAPORATOR CONTROLS SCFEMATIC DIAGRAM SCALE; NONE SUMP LEVEL CONTROL VALVE WITH FLOAT OR OTHER LEVEL SENSING DEVICE USED FOR ACTUATION. DUCT STATIC PRESSURE SENSOR UPS/GENERATOR CENTRAL PLANT SCHEMATIC CONTROL DIAGRAM NOT TO SCALE FUTURE AHU-52C2 AND 52D2 SCALE: NONE MOTOR STARTER BY ELECTRICAL. CHP-52A & 52B CONTROLS SCHEMATIC DIAGRAM SPACE TEMP SENSOR SPACE HUMIDISTAT 5202 1 1 5203 1 SUPPLY AIR ISOLATION DAMPER (TYPICAL) DUCT STATIC PRESSURE SENSOR SUPPLY AIR MANIFOLD 2 UPS AIR HANDLING UNIT MO .3 SCHEMATIC CONTROL DIAGRAM NOT TO SCALE BY—PASS DMPR 2 TYP EA AHU OUTSIDE AIR ECONOMIZER 3—WA DMPR _ I CONTROL VA. TYP EA AHU 3—WAY CONTROL VA. 2 "HP EA AHU L AHU 52B1 TA 52A1 1 & LAHU 52A2 EATIO 52B2 FUTURE AHU 5201 ]&L Al-AU 5201 1 FUTURE AHU 52D1 AHU 5202 DATA CENTER CENTRAL PLANT SCHEMATIC CONTROL DIAGRAM NOT TO SCALE CHILLER CONTROLS SCHEMATIC DIAGRAM SCALE: NONE Or° EA. AHU OSA DMPR, 2 TYP EA. AHU RETURN AIR DMPR 2—TYP RETURN AIR ECONOMIZER DMPR ISOLATION DMPR, 2 TYP RETURN AIR ISOLATION DAMPER (TYPICAL) 5201 RETURN AIR MANIFOLD 1 5202 1 [ 5293 1 SEQUENCE OF OPERATIONS AIR HANDLING UNITS (AHU's) AHU-52A1 & A2 and AHU-52B1 Description: One AHU is redundant, however both llilitS shall run at reduced load to meet the space load. Each air handler conaists of 2 supply fans with direct drive rnotors. Supply fans are variable volume. Airlaaridlera have economizer control feature, pre-filters (3O pereent, MERV 8) and fin& filters (60 percent, MERV 13). Each air handler has 2 sets of controllable chilled ' cooling coils, 2 sets of controllable direct evaporative humidification sections and two by-pass ducadamper assemblies to by--pass air around their respective cooling coil and evaporative humidifier sections. Mode: Both air handlers shall run raontinuously. EMS shall monitor fan run status, Unit mounted smoke detector shall interrupt fan operation upon detection of smoke in the supply plenum. Variable sped drives for each fan motor shall modulate the fan speed to maintain the supply duo manifold atatio pressure setporra, set 1-Inch adjustable from 0.25-Inches to 2.5-Inthes, Economizer Damper. Outside air and return air dampers shall modulate to maintain the supply air discharge temperature setpoint. When commanded by the BMS (Unhealthy outside air quality) the outside air dampers shall close and the return air dampers shall modulate full open. Dischar e Air Conlin Set .)oint: Discharge air temperature 51 deg. F., adjustable, Discharge Air Relative Humidity Setpoint; Maximum CO percent RH (adjustable), minimum 60 percent RH (adjuatable). Humidifier. (First stage of cooling) when the discharge supply air temperature is above setpoint and the supply air humidity sensor is below maximum R.H. setpoint, start the lead humidifier, incrementally start up the second humidifier in the same AHU as the lead humidifier, then the next Nor) hun in the second AHU. Upon increased discharge air Ral. to within 2 percent R.H. (adjustable) of the maximum setpoint, modulate the lead by-pas,s damper open to maintain R.H. setpoint then incrementally modulate the remaining by-pass dampers open. When by dampers are in the full open position and the R.H. is above the maximum setpoint, lead humidifier shall be commanded off and incrementally the remaining humidifies shall be commanded off, the by-pass damper shall modulate closed. Cooling Coil Control Valve:, (Second stage of cooling) when the discharge supply air temperature is 2 Deg. F. (adjustable) above setpoint the lead 3-way control valve shall modulate open to satisfy the setpoint. Upon further need for coaling the remaining control valves shall modulate open incrementally. Humidifier SUMp Level Control: Sump level control is provided by self-contained float and controller: Sump shall be automatically drained and refilled daily, Drain down is staggered between units as well as between air handlers so only one humidifier is out of service at one time Conductivity meter automatically controls make-up water valve to open when conductivity rises above setpoint and forces water out overflow drain. Supply and Return Duct Isolation Damper: In normal operation mode, associated isolation motor operated damper (MOD) shall open. In failure mode the isolation MOD shall close to isolate the air handling units, , - PROJECT: 3355 S. 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: NO DATE DESCRIPTION 05/14/08 PERMIT SET McKINSTRY DMSION: DESIGNED BY: T. MARINO DRAWN BY: CHECKED BY: JOB NUMBER: 8438 DATE: 04-07-08 SCALE: SHEET TITLE: SHEET NUMBER: ENGINEERING B. HUCKINS SEE DRAWING ife Of Your Building SEATTLE: 5005 3RD AVENUE 5 PO '4.0( 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 12021 NE AIRPORT WAY SUITE PORTLAND, OR 97220 503-331-0234 www.mckinetry.com SABEY DATA CENTER SDC 52 ....... ......................................................................... EXPIRES: 9-21-09 . DAGGE1i BASIS OF DESIGN, CONTROL SEQUENCE, AND '`-` • SCHEMATIC DIAGRAM iju EVAPORATOR I e131 COOUNG COIL NZ 111111 I AIR El' TER L 'EVAPORATOR 6 0 0 (1) 0 C;) r 0 0 U. C 0 0 0 LC' 0 0 0 0 L (1: 0 0 01 U: [1: EF-52A1 r EF-52B1 FUTURE EF-52C1 FUTURE EF-52D1 CONDUCTIVITY METER TO CONTROL BLEED VALVE PROVIDE IMPULSE—STYLE METER FOR WASTE WATER DRAINED FROM SUMP. SUMP OVERFLOW DRAIN BALL VALVE GENERATOR ROOM TO DRAIN AHU-52A2 AND 52E32 DUCT STATIC PRESSURE SENSOR EVAPORATOR CONTROLS SCFEMATIC DIAGRAM SCALE; NONE SUMP LEVEL CONTROL VALVE WITH FLOAT OR OTHER LEVEL SENSING DEVICE USED FOR ACTUATION. DUCT STATIC PRESSURE SENSOR UPS/GENERATOR CENTRAL PLANT SCHEMATIC CONTROL DIAGRAM NOT TO SCALE FUTURE AHU-52C2 AND 52D2 SCALE: NONE MOTOR STARTER BY ELECTRICAL. CHP-52A & 52B CONTROLS SCHEMATIC DIAGRAM SPACE TEMP SENSOR SPACE HUMIDISTAT 5202 1 1 5203 1 SUPPLY AIR ISOLATION DAMPER (TYPICAL) DUCT STATIC PRESSURE SENSOR SUPPLY AIR MANIFOLD 2 UPS AIR HANDLING UNIT MO .3 SCHEMATIC CONTROL DIAGRAM NOT TO SCALE BY—PASS DMPR 2 TYP EA AHU OUTSIDE AIR ECONOMIZER 3—WA DMPR _ I CONTROL VA. TYP EA AHU 3—WAY CONTROL VA. 2 "HP EA AHU L AHU 52B1 TA 52A1 1 & LAHU 52A2 EATIO 52B2 FUTURE AHU 5201 ]&L Al-AU 5201 1 FUTURE AHU 52D1 AHU 5202 DATA CENTER CENTRAL PLANT SCHEMATIC CONTROL DIAGRAM NOT TO SCALE CHILLER CONTROLS SCHEMATIC DIAGRAM SCALE: NONE Or° EA. AHU OSA DMPR, 2 TYP EA. AHU RETURN AIR DMPR 2—TYP RETURN AIR ECONOMIZER DMPR ISOLATION DMPR, 2 TYP RETURN AIR ISOLATION DAMPER (TYPICAL) 5201 RETURN AIR MANIFOLD 1 5202 1 [ 5293 1 SEQUENCE OF OPERATIONS AIR HANDLING UNITS (AHU's) AHU-52A1 & A2 and AHU-52B1 Description: One AHU is redundant, however both llilitS shall run at reduced load to meet the space load. Each air handler conaists of 2 supply fans with direct drive rnotors. Supply fans are variable volume. Airlaaridlera have economizer control feature, pre-filters (3O pereent, MERV 8) and fin& filters (60 percent, MERV 13). Each air handler has 2 sets of controllable chilled ' cooling coils, 2 sets of controllable direct evaporative humidification sections and two by-pass ducadamper assemblies to by--pass air around their respective cooling coil and evaporative humidifier sections. Mode: Both air handlers shall run raontinuously. EMS shall monitor fan run status, Unit mounted smoke detector shall interrupt fan operation upon detection of smoke in the supply plenum. Variable sped drives for each fan motor shall modulate the fan speed to maintain the supply duo manifold atatio pressure setporra, set 1-Inch adjustable from 0.25-Inches to 2.5-Inthes, Economizer Damper. Outside air and return air dampers shall modulate to maintain the supply air discharge temperature setpoint. When commanded by the BMS (Unhealthy outside air quality) the outside air dampers shall close and the return air dampers shall modulate full open. Dischar e Air Conlin Set .)oint: Discharge air temperature 51 deg. F., adjustable, Discharge Air Relative Humidity Setpoint; Maximum CO percent RH (adjustable), minimum 60 percent RH (adjuatable). Humidifier. (First stage of cooling) when the discharge supply air temperature is above setpoint and the supply air humidity sensor is below maximum R.H. setpoint, start the lead humidifier, incrementally start up the second humidifier in the same AHU as the lead humidifier, then the next Nor) hun in the second AHU. Upon increased discharge air Ral. to within 2 percent R.H. (adjustable) of the maximum setpoint, modulate the lead by-pas,s damper open to maintain R.H. setpoint then incrementally modulate the remaining by-pass dampers open. When by dampers are in the full open position and the R.H. is above the maximum setpoint, lead humidifier shall be commanded off and incrementally the remaining humidifies shall be commanded off, the by-pass damper shall modulate closed. Cooling Coil Control Valve:, (Second stage of cooling) when the discharge supply air temperature is 2 Deg. F. (adjustable) above setpoint the lead 3-way control valve shall modulate open to satisfy the setpoint. Upon further need for coaling the remaining control valves shall modulate open incrementally. Humidifier SUMp Level Control: Sump level control is provided by self-contained float and controller: Sump shall be automatically drained and refilled daily, Drain down is staggered between units as well as between air handlers so only one humidifier is out of service at one time Conductivity meter automatically controls make-up water valve to open when conductivity rises above setpoint and forces water out overflow drain. Supply and Return Duct Isolation Damper: In normal operation mode, associated isolation motor operated damper (MOD) shall open. In failure mode the isolation MOD shall close to isolate the air handling units, , - PROJECT: 3355 S. 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: NO DATE DESCRIPTION 05/14/08 PERMIT SET McKINSTRY DMSION: DESIGNED BY: T. MARINO DRAWN BY: CHECKED BY: JOB NUMBER: 8438 DATE: 04-07-08 SCALE: SHEET TITLE: SHEET NUMBER: ENGINEERING B. HUCKINS SEE DRAWING ife Of Your Building SEATTLE: 5005 3RD AVENUE 5 PO '4.0( 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 12021 NE AIRPORT WAY SUITE PORTLAND, OR 97220 503-331-0234 www.mckinetry.com SABEY DATA CENTER SDC 52 ....... ......................................................................... EXPIRES: 9-21-09 . DAGGE1i BASIS OF DESIGN, CONTROL SEQUENCE, AND '`-` • SCHEMATIC DIAGRAM COOLING COIL I I e131 NZ 111111 'EVAPORATOR k :101'zfa Imi 6 0 0 (1) 0 C;) r 0 0 U. C 0 0 0 LC' 0 0 0 0 L (1: 0 0 01 U: [1: EF-52A1 r EF-52B1 FUTURE EF-52C1 FUTURE EF-52D1 CONDUCTIVITY METER TO CONTROL BLEED VALVE PROVIDE IMPULSE—STYLE METER FOR WASTE WATER DRAINED FROM SUMP. SUMP OVERFLOW DRAIN BALL VALVE GENERATOR ROOM TO DRAIN AHU-52A2 AND 52E32 DUCT STATIC PRESSURE SENSOR EVAPORATOR CONTROLS SCFEMATIC DIAGRAM SCALE; NONE SUMP LEVEL CONTROL VALVE WITH FLOAT OR OTHER LEVEL SENSING DEVICE USED FOR ACTUATION. DUCT STATIC PRESSURE SENSOR UPS/GENERATOR CENTRAL PLANT SCHEMATIC CONTROL DIAGRAM NOT TO SCALE FUTURE AHU-52C2 AND 52D2 SCALE: NONE MOTOR STARTER BY ELECTRICAL. CHP-52A & 52B CONTROLS SCHEMATIC DIAGRAM SPACE TEMP SENSOR SPACE HUMIDISTAT 5202 1 1 5203 1 SUPPLY AIR ISOLATION DAMPER (TYPICAL) DUCT STATIC PRESSURE SENSOR SUPPLY AIR MANIFOLD 2 UPS AIR HANDLING UNIT MO .3 SCHEMATIC CONTROL DIAGRAM NOT TO SCALE BY—PASS DMPR 2 TYP EA AHU OUTSIDE AIR ECONOMIZER 3—WA DMPR _ I CONTROL VA. TYP EA AHU 3—WAY CONTROL VA. 2 "HP EA AHU L AHU 52B1 TA 52A1 1 & LAHU 52A2 EATIO 52B2 FUTURE AHU 5201 ]&L Al-AU 5201 1 FUTURE AHU 52D1 AHU 5202 DATA CENTER CENTRAL PLANT SCHEMATIC CONTROL DIAGRAM NOT TO SCALE CHILLER CONTROLS SCHEMATIC DIAGRAM SCALE: NONE Or° EA. AHU OSA DMPR, 2 TYP EA. AHU RETURN AIR DMPR 2—TYP RETURN AIR ECONOMIZER DMPR ISOLATION DMPR, 2 TYP RETURN AIR ISOLATION DAMPER (TYPICAL) 5201 RETURN AIR MANIFOLD 1 5202 1 [ 5293 1 SEQUENCE OF OPERATIONS AIR HANDLING UNITS (AHU's) AHU-52A1 & A2 and AHU-52B1 Description: One AHU is redundant, however both llilitS shall run at reduced load to meet the space load. Each air handler conaists of 2 supply fans with direct drive rnotors. Supply fans are variable volume. Airlaaridlera have economizer control feature, pre-filters (3O pereent, MERV 8) and fin& filters (60 percent, MERV 13). Each air handler has 2 sets of controllable chilled ' cooling coils, 2 sets of controllable direct evaporative humidification sections and two by-pass ducadamper assemblies to by--pass air around their respective cooling coil and evaporative humidifier sections. Mode: Both air handlers shall run raontinuously. EMS shall monitor fan run status, Unit mounted smoke detector shall interrupt fan operation upon detection of smoke in the supply plenum. Variable sped drives for each fan motor shall modulate the fan speed to maintain the supply duo manifold atatio pressure setporra, set 1-Inch adjustable from 0.25-Inches to 2.5-Inthes, Economizer Damper. Outside air and return air dampers shall modulate to maintain the supply air discharge temperature setpoint. When commanded by the BMS (Unhealthy outside air quality) the outside air dampers shall close and the return air dampers shall modulate full open. Dischar e Air Conlin Set .)oint: Discharge air temperature 51 deg. F., adjustable, Discharge Air Relative Humidity Setpoint; Maximum CO percent RH (adjustable), minimum 60 percent RH (adjuatable). Humidifier. (First stage of cooling) when the discharge supply air temperature is above setpoint and the supply air humidity sensor is below maximum R.H. setpoint, start the lead humidifier, incrementally start up the second humidifier in the same AHU as the lead humidifier, then the next Nor) hun in the second AHU. Upon increased discharge air Ral. to within 2 percent R.H. (adjustable) of the maximum setpoint, modulate the lead by-pas,s damper open to maintain R.H. setpoint then incrementally modulate the remaining by-pass dampers open. When by dampers are in the full open position and the R.H. is above the maximum setpoint, lead humidifier shall be commanded off and incrementally the remaining humidifies shall be commanded off, the by-pass damper shall modulate closed. Cooling Coil Control Valve:, (Second stage of cooling) when the discharge supply air temperature is 2 Deg. F. (adjustable) above setpoint the lead 3-way control valve shall modulate open to satisfy the setpoint. Upon further need for coaling the remaining control valves shall modulate open incrementally. Humidifier SUMp Level Control: Sump level control is provided by self-contained float and controller: Sump shall be automatically drained and refilled daily, Drain down is staggered between units as well as between air handlers so only one humidifier is out of service at one time Conductivity meter automatically controls make-up water valve to open when conductivity rises above setpoint and forces water out overflow drain. Supply and Return Duct Isolation Damper: In normal operation mode, associated isolation motor operated damper (MOD) shall open. In failure mode the isolation MOD shall close to isolate the air handling units, , - PROJECT: 3355 S. 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: NO DATE DESCRIPTION 05/14/08 PERMIT SET McKINSTRY DMSION: DESIGNED BY: T. MARINO DRAWN BY: CHECKED BY: JOB NUMBER: 8438 DATE: 04-07-08 SCALE: SHEET TITLE: SHEET NUMBER: ENGINEERING B. HUCKINS SEE DRAWING ife Of Your Building SEATTLE: 5005 3RD AVENUE 5 PO '4.0( 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 12021 NE AIRPORT WAY SUITE PORTLAND, OR 97220 503-331-0234 www.mckinetry.com SABEY DATA CENTER SDC 52 ....... ......................................................................... EXPIRES: 9-21-09 . DAGGE1i BASIS OF DESIGN, CONTROL SEQUENCE, AND '`-` • SCHEMATIC DIAGRAM k :101'zfa LING COI 1-fai I 1 6 0 0 (1) 0 C;) r 0 0 U. C 0 0 0 LC' 0 0 0 0 L (1: 0 0 01 U: [1: EF-52A1 r EF-52B1 FUTURE EF-52C1 FUTURE EF-52D1 CONDUCTIVITY METER TO CONTROL BLEED VALVE PROVIDE IMPULSE—STYLE METER FOR WASTE WATER DRAINED FROM SUMP. SUMP OVERFLOW DRAIN BALL VALVE GENERATOR ROOM TO DRAIN AHU-52A2 AND 52E32 DUCT STATIC PRESSURE SENSOR EVAPORATOR CONTROLS SCFEMATIC DIAGRAM SCALE; NONE SUMP LEVEL CONTROL VALVE WITH FLOAT OR OTHER LEVEL SENSING DEVICE USED FOR ACTUATION. DUCT STATIC PRESSURE SENSOR UPS/GENERATOR CENTRAL PLANT SCHEMATIC CONTROL DIAGRAM NOT TO SCALE FUTURE AHU-52C2 AND 52D2 SCALE: NONE MOTOR STARTER BY ELECTRICAL. CHP-52A & 52B CONTROLS SCHEMATIC DIAGRAM SPACE TEMP SENSOR SPACE HUMIDISTAT 5202 1 1 5203 1 SUPPLY AIR ISOLATION DAMPER (TYPICAL) DUCT STATIC PRESSURE SENSOR SUPPLY AIR MANIFOLD 2 UPS AIR HANDLING UNIT MO .3 SCHEMATIC CONTROL DIAGRAM NOT TO SCALE BY—PASS DMPR 2 TYP EA AHU OUTSIDE AIR ECONOMIZER 3—WA DMPR _ I CONTROL VA. TYP EA AHU 3—WAY CONTROL VA. 2 "HP EA AHU L AHU 52B1 TA 52A1 1 & LAHU 52A2 EATIO 52B2 FUTURE AHU 5201 ]&L Al-AU 5201 1 FUTURE AHU 52D1 AHU 5202 DATA CENTER CENTRAL PLANT SCHEMATIC CONTROL DIAGRAM NOT TO SCALE CHILLER CONTROLS SCHEMATIC DIAGRAM SCALE: NONE Or° EA. AHU OSA DMPR, 2 TYP EA. AHU RETURN AIR DMPR 2—TYP RETURN AIR ECONOMIZER DMPR ISOLATION DMPR, 2 TYP RETURN AIR ISOLATION DAMPER (TYPICAL) 5201 RETURN AIR MANIFOLD 1 5202 1 [ 5293 1 SEQUENCE OF OPERATIONS AIR HANDLING UNITS (AHU's) AHU-52A1 & A2 and AHU-52B1 Description: One AHU is redundant, however both llilitS shall run at reduced load to meet the space load. Each air handler conaists of 2 supply fans with direct drive rnotors. Supply fans are variable volume. Airlaaridlera have economizer control feature, pre-filters (3O pereent, MERV 8) and fin& filters (60 percent, MERV 13). Each air handler has 2 sets of controllable chilled ' cooling coils, 2 sets of controllable direct evaporative humidification sections and two by-pass ducadamper assemblies to by--pass air around their respective cooling coil and evaporative humidifier sections. Mode: Both air handlers shall run raontinuously. EMS shall monitor fan run status, Unit mounted smoke detector shall interrupt fan operation upon detection of smoke in the supply plenum. Variable sped drives for each fan motor shall modulate the fan speed to maintain the supply duo manifold atatio pressure setporra, set 1-Inch adjustable from 0.25-Inches to 2.5-Inthes, Economizer Damper. Outside air and return air dampers shall modulate to maintain the supply air discharge temperature setpoint. When commanded by the BMS (Unhealthy outside air quality) the outside air dampers shall close and the return air dampers shall modulate full open. Dischar e Air Conlin Set .)oint: Discharge air temperature 51 deg. F., adjustable, Discharge Air Relative Humidity Setpoint; Maximum CO percent RH (adjustable), minimum 60 percent RH (adjuatable). Humidifier. (First stage of cooling) when the discharge supply air temperature is above setpoint and the supply air humidity sensor is below maximum R.H. setpoint, start the lead humidifier, incrementally start up the second humidifier in the same AHU as the lead humidifier, then the next Nor) hun in the second AHU. Upon increased discharge air Ral. to within 2 percent R.H. (adjustable) of the maximum setpoint, modulate the lead by-pas,s damper open to maintain R.H. setpoint then incrementally modulate the remaining by-pass dampers open. When by dampers are in the full open position and the R.H. is above the maximum setpoint, lead humidifier shall be commanded off and incrementally the remaining humidifies shall be commanded off, the by-pass damper shall modulate closed. Cooling Coil Control Valve:, (Second stage of cooling) when the discharge supply air temperature is 2 Deg. F. (adjustable) above setpoint the lead 3-way control valve shall modulate open to satisfy the setpoint. Upon further need for coaling the remaining control valves shall modulate open incrementally. Humidifier SUMp Level Control: Sump level control is provided by self-contained float and controller: Sump shall be automatically drained and refilled daily, Drain down is staggered between units as well as between air handlers so only one humidifier is out of service at one time Conductivity meter automatically controls make-up water valve to open when conductivity rises above setpoint and forces water out overflow drain. Supply and Return Duct Isolation Damper: In normal operation mode, associated isolation motor operated damper (MOD) shall open. In failure mode the isolation MOD shall close to isolate the air handling units, , - PROJECT: 3355 S. 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: NO DATE DESCRIPTION 05/14/08 PERMIT SET McKINSTRY DMSION: DESIGNED BY: T. MARINO DRAWN BY: CHECKED BY: JOB NUMBER: 8438 DATE: 04-07-08 SCALE: SHEET TITLE: SHEET NUMBER: ENGINEERING B. HUCKINS SEE DRAWING ife Of Your Building SEATTLE: 5005 3RD AVENUE 5 PO '4.0( 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 12021 NE AIRPORT WAY SUITE PORTLAND, OR 97220 503-331-0234 www.mckinetry.com SABEY DATA CENTER SDC 52 ....... ......................................................................... EXPIRES: 9-21-09 . DAGGE1i BASIS OF DESIGN, CONTROL SEQUENCE, AND '`-` • SCHEMATIC DIAGRAM MECHANICAL, PIPING, AND PLUMBING IMPORTANCE FACTOR TABLE COMPONENT DESCRIPTION STANDARD COMPONENT IP=1.0 CRITICAL COMPONENT IP=1.5 NOTES: HVAC SHEETMETAL/EQUIPMENT g Load g Load, with Exp. Anchors HVAC SUPPLY - MEDIUM PRESSURE .36 g X .55 g HVAC SUPPLY - LOW PRESSURE Level 2 Ceiling X .44 g HVAC OUTSIDE AIR .65 g X .23 g HVAC RETURN .34 g X Level 1 HVAC EXHAUST .23 g X .34 g TRANSFER AIR DUCT X GARAGE EXHAUST X GREASE KITCHEN EXHAUST DUCT (TYPE 1 HOOD EXHAUST) X NON-GREASE KITCHEN EXHAUST DUCT (TYPE 2 HOOD EXHAUST) X FLUES - BOILERS, HW HEATERS PIPING HEATING WATER CONDENSER WATER NATURAL GAS MAKEUP WATER X REFRIGERANT PLUMBING COLD WATER (POTABLE) COLD WATER (NON-POTABLE) X HOT WATER (POTABLE) X HOT WATER RECIRC (POTABLE) X CONDENSATE INDIRECT WASTE X NATURAL GAS MEDIUM PRESSURE (2-5 PSIG) X NATURAL GAS LOW PRESSURE (<14" WC) X RAINWATER LEADER/ OVERFLOW RAINWATER LEADER X UNDERSLAB DRAINAGE X SANITARY VENT X SANITARY WASTE Piping Systems - Limited deformability elements and attachments (Converted to ASD) Level Component 1p = 1.0 Component 1p 1.5 g Load g Load, with Exp. Anchors g Load g Load, with Exp. Anchors Level 3 Ceiling / Roof .36 g .61 g .55 g .91 g Level 2 Ceiling .26 g .44 g .39 g .65 g Level 1 Ceiling .23 g .32 g .34 g .48 g Level 1 .23 g .23 g .34 g .34 g Piping Systems - High deformability elements and attachments (Converted to ASD) Level Component 1p = 1.0 Component 1p = 1.5 g Load g Load, with Exp. Anchors g Load g Load, with Exp. Anchors Level 3 Ceiling / Roof .26 g .61 g .39 g .91 g Level 2 Ceiling .23 g .44 g .34 g .65 g Level 1 Ceiling .23 g .32 g .34 g .48 g Level 1 .23 g .23 g .34 g .34 g Piping Systems - Low deformability elements and attachments (Converted to ASD) Level Component 1p = 1.0 Component 1p = 1.5 g Load g Load, with Exp. Anchors g Load g Load, with Exp. Anchors Level 3 Ceiling / Roof .61 g .61 g .91 g .91 g Level 2 Ceiling .44 g .44 g .65 g .65 g Level 1 Ceiling .32 g .32 g .48 g .48 g Level 1 .23 g .23 g .34 g 34g General Mechanical Equipment - Pressure Vessels and skirts free standing (Converted to ASD) Level Component !p1.0 Component 1p = 1.5 g Load g Load, with Exp. Anchors g Load g Load, with Exp. Anchors Level 3 Ceiling 1 Roof .91 g 1.21 q 1.36 g 1.82 g Level 2 Ceiling .65 g 1.09 g .98 g 1.63 g Level 1 Ceiling .48 g .8 g .72 g 1.2 g Level 1 .3 g .5 g .45 g .76 g General Mechanical Equipment - Boiler and furnaces, Other (Converted to ASD) Level Component Ip = 1.0 Component fp = 1.5 g Load g Load, with Exp. Anchors g Load g Load, with Exp. Anchors Level 3 Ceiling / Roof .36 g .61 g .55 g .91 g Level 2 Ceiling .26 g .44 g .39 g .65 g Level 1 Ceiling .23 g .32 g .34 g .48 g Level 1 .23 g .23 g .34 g .34 g HVAC Systems - Vibration Isolated (Converted to ASD) Level Component 1p = 1.0 Component 11)=1.5 g Load g Load, with Exp. Anchors g Load g Load, with Exp. Anchors Level 3 Ceiling / Roof ,91 g 1.21 g 1.36 g 1.82 g Level 2 Ceiling .65 g 1.09 g .98 g 1.63 g Level 1 Ceiling .48 g ,B g .72 g 1.2 g Level 1 .3 g .5 g .45 g .76 g HVAC Systems - Non-vibration Isolated, Mounted in-line with ductwork, Other (Converted to ASD) Level Component 1p = 1.0 Component 1p = 1.5 g Load g Load, with Exp. Anchors g Load g Load, with Exp. Anchors Level 3 Ceiling 1 Roof .36 g .61 g .55 g .91 g Level 2 Ceiling .26 g .44 g .39 g .65 g Level 1 Ceiling .23 g .32 g .34 g .48 g Level 1 .23 g .23 g .34 g .34 g Piping Systems - Limited deformability elements and attachments Level Component 1p =1.0 Component 1p1.5 SHL SHL, with Exp. Anchors SHL SHL, with Exp. Anchors Level 3 Ceiling / Roof A AA A AA* Level 2 Ceiling B A A AA Level 1 Ceiling B A A A Level 1 B B A A Piping Systems - High deformability elements and attachments Level Component 1p = 1.0 Component 1p = 1.5 SHL SHL, with Exp. Anchors SHL SHL, with Exp. Anchors Level 3 Ceiling / Roof B AA A AA* Level 2 Ceiling B A A AA Level 1 Ceiling B A A A Level 1 B B A A General Mechanical Equipment - Pressure Vessels on skirts and free standing Level Component 1p = 1.0 Component (p1.5 SHL SHL, with Exp. Anchors SHL, SHL with Exp. Anchors Level 3 Ceiling 1 Roof * M* AA* - NA - L v& 2 Ceiling AA AAk AAk - NA - Level 1 Ceiling A AA' AA* Level 1 E3 AA A AA* General Mechanical Equipment - Boiler and furnaces, Other Level Component 1p = 1.0 Component 1p1.5 SHL SHL, with Exp. Anchors SHL SHL, with Exp. Anchors Level 3 Ceiling 1 Roof A AA * AA* Level 2 Ceiling B A A AA Level 1 Ceiling B A A A Level 1 B 6 A A Piping Systems - Low deformability elements and attachments Level Component 1p = 1.0 Component 1p = 1.5 SHL SHL, with Exp. Anchors SHL SHL, with Exp. Anchors Level 3 Ceiling / Roof pj AA * AA* Level 2 Ceiling A A AA AA Level 1 Ceiling A A A A Level 1 8 B A A HVAC Systems - Non-vibration Isolated, Mounted in-line with ductwork, Other Level Component 1p1.0 Component 1p = 1.5 SHL SHL, with Exp. Anchors SHL SHL, with Exp. Anchors Level 3 Ceiling 1 Roof A AA* iv AA* Level 2 Ceiling B A A AA Level 1 Ceiling B A A A Level 1 B A A A HVAC Systems - Vibration Isolated Level Component 1p = 1.0 Component 1p = 1.5 SHL SHL, with Exp. Anchors SHL SHL, with Exp. Anchors Level 3 Ceiling / Roof AA* AA* AA* - NA - Level 2 Ceiling AA AA* * - NA - Level 1 Ceiling A AA* * AA* Level 1 B AA A AA* 0 < z Cr; 0 0 0 0 0 0 0 0 r 0 0 _ 0 0 0 1 -72 , 0 RESTRAI OR BRACE ALL DUCTWORK AND PIPING PER SMACNA'S "SEISMIC RESTRAINT MANUAL" OR MASON INDUSTRIES "SEISMIC RESTRAINT MANUAL" IN ACCORDANCE WITH THE COMPONENT IMPORTANCE FACTOR AND THE SEISMIC HAZARD LEVEL (SHL) OR 'g' LOAD LISTED IN THE APPLICABLE TABLE. OBTAIN THE COMPONENT IMPORTANCE FACTOR FROM THE DUCT WORK OR PIPING MATRIX. \ITS MAY BE EXCLUDED WHE\11 = 1.0: • MECHANICAL AND ELECTRICAL COMPONENTS IN SEISMIC DESIGN CATEGORIES D, E, AND F WHERE Ip = 1.0 AND FLEXIBLE CONNECTIONS BETWEEN THE COMPONENTS AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT ARE PROVIDED AND THAT ARE MOUNTED AT 4 FT (1.22M) OR LESS ABOVE A FLOOR LEVEL AND WEIGH 400 LB (1780 N) OR LESS. [ASCE 7-02 SECTION 9.6.1 - EXCEPTION #5] ▪ MECHANICAL AND ELECTRICAL COMPONENTS IN SEISMIC DESIGN CATEGORIES D, E, AND F WEIGHING 20 LB (95 N) OR LESS WHERE Ip = 1.0 AND FLEXIBLE CONNECTIONS BETWEEN THE COMPONENTS AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT ARE PROVIDED, OR FOR DISTRIBUTION SYSTEMS WEIGHT 5 LB/FT (7N/M) OR LESS. [ASCE 7-02 SECTION 9.6.1 - EXCEPTION #6] O SEISMIC RESTRAINTS ARE NOT REQUIRED FOR HVAC DUCTS WITH Ip = 1.0 IF EITHER OF THE FOLLOWING CONDITIONS ARE MET: A. HVAC DUCTS ARE SUSPENDED FROM HANGERS 12 N. (305 MM) OR LESS IN LENGTH FROM THE TOP OF THE DUCT TO THE SUPPORTING STRUCTURE. THE HANGERS SHALL BE DETAILED TO AVOID SIGNIFICANT BENDING OF THE HANGERS AND THEIR ATTACHMENTS. B. HVAC DUCTS HAVE A CROSS-SECTIONAL AREA OF LESS THAN 6 FT' (0.557M [ASCE 7-02 SECTION 9.6.3.10] O DUCTILE PIPING IN SEISMIC DESIGN CATEGORIES D, E, OR F DESIGNATED AS HAVING AN Ip = 1.0 AND A NOMINAL PIPE SIZE OF 3 IN. (75 MM) OR LESS. [ASCE 7-02 SECTION 9.6.3.11.D.3] SEISMIC RESTRAINTS MAY BE EXCLUDED WHEN = 1.0 OR 1p, = 1 5 SMIC BASIS 0 • EQUIPMENT ITEMS INSTALLED 1N-LINE WITH THE DUCT SYSTEM (E.G. FANS, HEAT EXCHANGERS, AND HUMIDIFIERS) WEIGHING LESS THAN 75 LB (344 N) DO NOT NEED TO BE BRACED INDEPENDENT OF THE DUCT SYSTEM. [INTERPRETED FROM ASCE 7-02 SECTION 9.6.3.10] UNBRACED PIPING ATTACHED TO IN-LINE EQUIPMENT SHALL BE PROVIDED WITH ADEQUATE FLEXIBILITY TO ACCOMMODATE DIFFERENTIAL DISPLACEMENTS. [ASCE 7-02 SECTION 9.6.3.10] • PIPING - ROD HANGERS SHALL NOT BE USED AS SEISMIC SUPPORTS UNLESS THE LENGTH OF THE HANGER FROM THE SUPPORTING STRUCTURE IS 12 IN. (305 MM) OR LESS. ROD HANGERS SHALL NOT BE CONSTRUCTED IN A MANNER THAT SUBJECTS THE ROD TO E3END1NG MOMENTS. [ASCE: '7-02 SECTION 9.6.3.11.4.C] 1VAC SHE METAI jEUPMEN SHL 3ES1GN VALUES: * 1/2 Brace Spacing Required * 1/2 Brace Spacing Required HVAC/S SE EE ME SMIC Al SF MACNA SEISM C HAZARD * 1/2 Brace Spacing Required 0 SEISMIC DESIGN VALUES ARE CALCULATED IN ACCORDANCE WTTH IBC 2006. IBC FORCES ARE "STRENGTH DESIGN" BASED. VALUES HAVE BEEN USED TO SELECT FROM SMACNA ADDENDUM NO. 1 TABLE AA-10 "NEW VALUES IN ORDER TO USE THE SMACNA SEISMIC RETRAINT MANUAL. * 1/2 Brace Spacing Required EQU1PMEN _OAD: SMIC ALLOWAB E STRLSS D EVEL DESIGN VAI UES: * 1/2 Brace Spacing Required Highly Deformable Pipe Includes: Steel or Copper Piping with weld/braze/groove fitted joints. PIPING AND P1 UMB HL IDES * 112 Brace Spacing Required Limited Deformable Pipe Includes: PVC or PVDF Piping SIGN VAL • SEISMIC DESIGN VALUES ARE CALCULATED IN ACCORDANCE WITH IBC 2006. IBC FORCES ARE "STRENGTH DESIGN" BASED. VALUES HAVE BEEN CONVERTED TO "ALLOWABLE STRESS DESIGN" VALUES IN ORDER TO UTILIZE MASON INDUSTRIES SEISMIC RESTRAJNT GUIDELINES. • THESE VALUES CAN BE USED TO SELECT SEISMIC BRACING FROM MASON INDUSTRIES SEISMIC RESTRAINT GUIDELINES. Highly Deformable Pipe Includes: Steel or Copper Piping with weld/braze/groove fitted joints. Limited Deformable Pipe trictudes: PVC or PVDF Piping ES: GN VA NG LiEc * 1/2 Brace Spacing Required Low Deformability Piping Includes: Cast Iron, Glass Pipe, FRP (Fiberglass Reinforced Pipe) PIPING AND PLJMB1NG SEISMIC 'g' LOAD: Low Deformability Piping Includes: Cast Iron, Glass Pipe, FRP (Fiberglass Reinforced Pipe) fiECEIVED ')P 11. 4 21.61.1 PROJECT: 3355 S. 120th Place Tukwila, WA 98168 REGISTRATION: le Of Your Balloting SEATTLE: 5005 3RD AVENUE 5 PO BOX 24567 SEAME, WA 98124 1-800-669-6223 PORTLAND: 12021 NE AIRPORT WAY SUITE G PORTLAND, OR 97220 503-331-0234 www.mckinstry.com SABEY DATA CENTER SDC 52 1 EXPIRES: 9-21-09 • REVISIONS: NO DATE DESCRIP110N 05/14/08 PERMIT SET McKINSTRY DESIGNED BY: T. MARINO DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: SEISMIC INFORMATION SHEET NUMBER: ENGINEERING B. HUCKINS B. DAGGE I 8438 04-07-0 SEE DRAWING 0 > 0 > c c r 1 7 '. / E 1 r% — :..Ljj h 1 v 1-r•r'r'-rn -- 1,7::S: • _ • I. 7 L; i 1 n •::j_' r - ". . 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'1 VAV t0X 1 1 SUPPSRT (rPT1A1) u. --- • --- - ............ - -...•• --, Tt0=)-•-••- - r - ---..... - --------.-----.- ------.-------------------i 1 3 Ft4I C 1 1 I•--. 0 1 1 1 1 i fi) 1 1 ; : ,1iEf 1 1 • 131) L317l0 XCK [1 1 -j--FROVIDE. 1R0 EL1)CTNIC UIIIF HEArER 5001)1. UHEC--O3IA000 1 WIFH WALL 3IRACKET. 1)lSC01NECT 1 SWITC5 AND COMSiNAFIOII WAL.L THERO0I3rAr ANE) F1J SWITCI-1 .0.1 ... ,...._ .................... .. ........... =. --. --,••=--,.. . ; •-: •- F1i 1-26 5TT21.T ' 1FFT GTE+)If (1F3 H 0o FPVAV 1 3-23 1 1311 0)1 NL IO CFM-j r7i 0 i: ...... L 1 1l 5t IJ . •-- — 1 j . - --- _-j r--;;-;-;;-------T '-L1 ------- 1 .... -,-- 11 :7- TJ •IIE [r .:. T . rD1 . 1 140 SA. 7 1 1 I • l 1 1 1 1 l01D0)r \\ 111 . IiE55N3L '-. - 11 01J1J •O1L5OIIJI ;:c•R 21)0-1 j 11-k_ L1j.,11 IZI HZ (31) : _ ... 4 1 ............ ... 1 n24C • r-------- 10)14 • 315108 1 -5111) ATET z 1fF1T l'XlO ttYI 1o_� 24 ( OT4CAL) -- 1. .VAV 11 ij 1 VAV ri vJ 1/-40 -- vfiv 2 ' \/• 1 ,.• 1i't1i1../j._1 . I ............................................................. . FD /1"; • 1301) • . : 1 -31 . 1 1 .1 1:1 • 4L ‚/4'I 1-25 171 6135 S?Ri:iLER I/1J\It r FsQJ\ ; 1 • -‚ . ....... -, .:_1 ...... 3125 1/ ---r° ........................ cvr) orv OF 11JKW - '4Av 1. 4 2Har/ PROJECT: 3355 sn l2Oth Place Tukwila, WA98168 REGISTRAT1ON: REVISIONS: NO DATE DESCRIP11ON IDATE: SCftJ..E: 05/14/06 PERMFF SET McKINS1RY DMSION: ENGINEERING DESICNED RY: T. MARINO QRAWN BY: CHECKED BY: B. DAGGEI JOB NUMBEf: 8438 SHEET TITLE: SHEET NUMSER: B. HUCKNS O4 SEE DRAWING ife Of Thur Buildhig SEATTLE: 5005 3R0 AVENUE 5 P0 BOX 24567 $EATTLE, WA 98124 1 —800-669-6223 PORTLAND: 12021 NE ,&JRPORT WAY sUrl G PORFLAND OR 97220 503-331-0234 www. mckinatry.com SABEY DATA CENTER SDC52 EXPIRES 9-21----09 IST FLOOR HVAC PLAN ,l 1 1 41ll l 11il il/21 lT1l ,1. . 1 1 , 1 1 • ' 1!1 1: r • M=MM. MOM.= 1 1 00A0 EARTlY AND REIM DUCT iFoRK UP TO 341.0 FUDOR (11EID VERIFY PTEAMAnOti LOCAISCHS)--- „— I ; 1 \ i 1 I ) I : r ' t 1 —; -..... Mucl,r0 tatesci....11 ' , [.., , 1 , .. . , . ., i . . .: • zi 1281(70 0 4i 1 • f:÷ \ --6 1 V* SUriVLY MUNI bP & f4 ow 4) CAPPED FOR FUTURE 1. 1 •;,„ • 1 1 • 99x9O EXlii 9xua SUPPLY AND RETURN DUCTwORK UP TO 3RD FLOOR 1 ; 11 1 :1 11 11 ! 1 --- • ; Da' • — • ; , . SE E _ , , F 3 1 1 I I L, 4r3 1 1 1 1 : f ; I ; 1 1 Iti 1Li ,1„.11 , 1 --- I Ii I 1 ...] Li I -rt. 1,v. li= — I -- 1 . L ! i i i rl . , I I 1 I - -D(JCT INSTAL !Fr) UNDER PREVIOLIS—, PERMIT PAC8 I 2BreN 1 - I 1 1 1 1 1 1 1 - 1 1 1 1 1 1 I 4 Jj d I I 7 ! ' L J /,.) NU c'ENTE, 1_777 11971.1.14.. .1130.0.11. 161.06501.116 -- 0 - Ij , 1 : lit H i r• 117 SEG. STC.1,-1t. „ L./ . . _ . . . CAPPED FOR FUTURE -12 is70 I ( 1 1 riT --- 0 I • 11 ; : • 1 GI-- .;1 ; 4 — i - • • - 41I1 , a ; '11 .1 • I 1,1% e , X ! (1 1 117- 1 I/ I 1 -J I -;,•, I 1 `-': 1 11 I 1 I, 1, .. I . 1 I • I • .: . I I • .., ' 1 :1 11 1 :1 1; rffea9.9181,08. LI _J -1 1.!; - 1Wr!Jr.:: 1 1 1 1 1 11 1 111 i , ! I i 1 1 1,11 11 1 ........ ... , .. ...., . . ., .. ,. . • : 1 ; 1 1 • I 1 1 . 1 k , ! 1., 1 \-- ..- ----......--, ---....,..- „.• --------- • -- ; ------- • 1 P1.1 11 '0 1 4.1 ryl 1 ; ;. 11 1 I , 1 , :• t IELLE.E! , 11J2 ! 1 ! Fri"; ; '11 I I -- - _ _ g 1 1 : 1 1 I 1 1 I I . --EL 1 1 1 1 1 1 On! T. 11 LIL 4 ! 1 M2.2 :;', -;1-; s : W.!! 'N.. 1 l 1 2ND FLOOR HVAC PLAN SCALE: 1/16" = 1 N.COE I 1 1 1 , . 1 ! ! 1 1 1 1 -- — 11--- [ ■ 'Or I --1 Ercgi,. r — . , LP !!1 gl:11.E 7 f•---1 ! 2.1:::: . , 1 _ :i i , ; . . I 44, . I 1_,..f...., • 1 •:, rr i !,!7... 1 q!7.'i '. I f., . .1.: ■ 1 !:: ',.:!• j .1, • •,[ ! • : I i I . . — -- e • ..;;;T (1E I 2 •;;;.. ' L. I \ It , • i _._ -- -4. i I I .1 71_ I , ,..; -- ; r 1 1 1 • I i 1 1 , 1 51PPI4RI NOG i rn_Li 7251 I 1 ;1 '1 :• ;7 1 LL. • ti • ' 1 I; ---- • - • • ------ _ ------ .... • - - _ • • m - - --• • !I • _I 1 : .. y. 2 zA,,_ _...........-_==—, ..,--_-_-_____-.7-.:-.::_--=-_-_i 1 1; P ..._. 1 ; _ I ___. i7 .__ 1 .- i II 1 ? 1 H/157: 11 F ..,, 11 1 I li I c -tt I Eh ii 1 i I! 1 I ; I , -I . 1, I 11 li - ; 1 i ' 1 1 : 1 11 , 11 1.1/CE ., 1.-.4:;:17, 1-. 1:-2ri ;/ - 1 1[1._//t____:„.. , ; ;...; :-, ; I _- • VIETEIVED T1'Y O: TUKVIii :6; WAY il 4 20B PROJECT: SABEY DATA CENTER SDC 52 3355 S. 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: NO DATE DESCRIPTION 05/14/08 PERMIT SET DESIGNED BY: T. MARINO DRAWN BY: CHECKED BY: SHEET NUMBER: e Of Your Building SEATTLE: 5005 RD AVENUE S PO BOX 24567 SEAlTLE, WA 98124 1-800-669-6223 PORTLAND: 12021 NE AIRPORT WAY SUITE PORTLAND, OR 97220 503-331-0234 www.mckinstrycom EXPIRES: 9-21-09 JOB NUMBER: 8438 DATE: G4—W-08 SCALE: SEE DRAWING McKINSTRY DIVISION: ENGINEERING B. HUCKINS B. DAG SHEET TITLE: 2ND FLOOR I-1VAC PLAN A.Ol1 ffgA4M6MONMAMM mma4momem`WW: ' . • --- II 1 1 1 1 I 1 / SIJ14 IslArttflOLD 14' :1 11 I ! 1 • Al..sCESS DOOR (111P 12.1:ZO SA CAP (IITI 7;41 mum 11 FUME 4& 3.5 OWASS 0 0 N mu-5'MT] 0 0 - IMRE 1 • gO4c72 SUPPLY Atte raiim SHUTS ON TO 2ND FLOOR. 112118001101113.1111 ifideltresmial imerwanallMel 11S110.6113.10,14 IRINAIREMORM FOR VALVE OWL • FOR CM COL CONNECTION DM SEE FOR 41.1 DEIHL SEE 0 r1111.11.1=MPF 1.1411AMIMERiell RAHRINSIMILUI 0- CONNECT TO teM44 SUPPLY AM mum UPPED AT FLOOR 0- Ft SAO' •41-1U DETAIL SEE - 17.1ht40 OSA (TIP 4) FT1 4 3- - 0 lOtixo0 nETURi'd OPENING VI BACK OF ANL! (2 PEE AHU) - - - CHW SUPPLY Zet RETUFIN DR aw4)-- 12Qx4I WiFFLY MANFOLO 10x0 SLPAY OFENN1,1 FRONT C.17r ARO (2 PIT't MO) i M (l'? 4) -\ *NJ SUPPLY de RETURN OP) 4O1.30 WASS (TYP t,e) • 122400 RA (111? :eat ; :c. ; , , j , , , r , I ; . t : i LI ' - 1 17--------- . I ....,. •••■ I 1 :Le Ik / • ; 1 - '. - - I / \si; „...i..;;;.., n „.„.., ,_:. _ ];11 r ,,_...,:, ce 1 t 4 . II 1 /0 .... . . . • .. / . , . .. • ,./ , ,.....7: \ I I 7 1 II , . . 7 .• ' • • • ''". .........'; 4= ) I; ; ; it I I ,Nt/...>A0 1.1 '11 PHAE 177A4 5- 4, ::: 4"= it VES1IE31LE ii it ! 7 3are ; I i I ,...- ...., 1 C: , ‘'.' , I 2 .... • • ..i , 11 I 1 I -,...--. ___________4-_______ . ._.........---._ --- C 1 1 , ii . 1 ..._=:, ___ ,..„;,1, i t 0 ' t'' : • ; 1, 1 i 1 : 1 I 1 t it 1 is :: , L , 4. r ' \ / . 7 : / . 7 ir: -- 7 1 - t .:'• :: % •,,:4? I I ;u-N,....,,....; 71 i : e. 7 s ; )7 s ■ s . s ; 1 a L .e r i 1 • , . i • a - I e .7 • b I r r I 4 • ; t-tt- . A, „._...,,,::...,, , ,..„....., . i .., , 1 1, . . . . r i; ; . . . . . 1, , . DJ1 1---. 7 1 .;;"•--- FALLViit 332 r 1 1 , I a • a . 1 ) • ! • I . ; ; I I ! ; , J___ 7 ; . , t 1 1 i I , i I - , • • .7 _IL- _ - 11 - - 171 .' g r•=. ta . 1 1 •); j AL's, •77.71 I LILL L I \.,.) i -`- -.IL- :: t• •i-it . i I . • i; •! • I I ZL (.. 1 , ..5 1 : 1 1 • i I 1 ; i • -. • L.-....-; . I ; /11 . i '.' i • : • • ,Il i e.' i '-',......1 1 I I • 4 7 I • I 1? 't ! _4____4 l 1 1 I / \ • ; 1 1 T ---- 1 i i 4 ! 9 4 1 t ........ _ 1. 3- 3 -. 33, -.-13- 3 -3.-.3-43.3-3 , ..333-.3133-3 ele3+9.3.3 33 I i el i ,____ i • i ILL1 1 - ; ° 1 t i ! 4 _._..._.... :,.. . .._ - .....e_-.... .... ..._ . 1,/ •! i 4 1 1-1 • • r 1 • • \ A t t \ ; 4 i 1 e " i 7 i • • a . : 1 i, 7 7 iLi 1 I LJ 1\ /t 1 1 1 A • 11; J ‘ l 1 4 \2 f ; , ; , 1 ; ; \ t'' It 1 ' 1 • I ,;\ • ! 1 ; ,• ,, , .4,-.., ri ,-- • , i , 1 7 • er.-. e . .," "•.,-, 77 ' ■•-t" ' 7 I a , • 7 3 ' r 1 • j ■ 1 \ / r t i 0 . j d ■ a • ; . 1 . • • 1 I ; • , 4 . 1 7 I b 1V 'L. 3 . ° , . . 4 , , ° • 1 s, Y \ 1 / - i . . t \ A r i . . : 7 I 4 • 4 . t / \ 1 ' 4 1 t t • • . I 7 1 ; d .4 • ; q t . 4 --- .71: - -- .. i . • • .---;;.-- a a; -,-•;.,---7- t , i i i 1 ? 7 \ /1 t i i i 7 e 1 e ..- ..---.q-;;;; ..- -.- e -. -.--. . .. .4 •.-.. ,.. ,,-. .-..--.. --';" / I.. ), ,... • i • I , 4 : 4 t . t• = 7 1 tv , „ 1 ; • 4 9 ' ; ; i I I, „x", ----- -------- LINE OE E • I -: .1 I I I J1111 4 1 \ lt • 7 \ i ENT MEZZANINE 5EI ov\I /, 11 •7777:717..;".7==,••••••=. 1 ( 1 3RD FLOOR HVAC PLAN SCALE: 1/16 = r-fr \\/•;;; • 1 / \ 1 ' •• it tri • 4 P ; 7 r 7 • r i r • • • 1 102-• - ,,, j ,/ ti e / 1 • . ; • I i . ,1 • / / X e !I Lti ,/ :,,1, e;,..L._ i ! I : -. L • - '-,-- I , 1 . 1 ,.... 1 :',. • . i \ii I 1 1 "-4, • i ttt 4 X 11 .....,..i I i L , ., ; 1 1 . -,. / 7 1 ; • r ; ) / '')... I :' t ..• \... 7 1 7 1 LJ ;: 7=/11/11 _1 , 1 c A2, I 7 1 7 .-.:.-. --. 30" P.3:67-`D JC7765r ri.07`,..1 7' 47 it ,:t7t1 o . : 1 t i 1 i • • • o i . • ' • • ; A - Fit7.;3;F: $ • • • • 't ,.,-. --• : I 1 i I , i r t r ! 1 -----------.-----,--____ I ' , • \ t : 1' 71 : tt 1 1 „:, f • • • \ / • • 1 / • 1 1 • - \ / , • • • 1 'I, 1 • • 1 • • -= • IC 7i. \ t, A I- ------1 i 7 7 7 s I . f / IL__1,, 1;•.' i C 1 f l ----, I I VII I li., II 1 t 1_, . ._ . i / \---- _ .... .._.___1.1,..____________,..i...._ • 1 ,1 • .2.17,', 11 i • 1 • • ..___._ •, 1 • ... LJ i 1 7 1 -: i ; 1 r tc , .: t--4- --t j , , LI . ; • ) I • i 1 ,... I 1 • MECEIVED JTY OF If Pr'. if41 . 4 2118 ; PROJECT: SABEY DATA CENTER SDC 52 3355 S. 120th Place Tukwila, WA 98168 REGISTRATION: .. .............................................................................................................................................................................................................................................. REVISONS: NO DATE DESCRIPTION ■PRVVV.11.... SCALE: 05/14/08 PERMIT SET DESIGNED BY: DRAWN EA': CHECKED BY: JOB NUMBER: DATE: SHEET NUMBER: le Of Your Building SEATTLE: 5005 3R0 AVENUE 5 PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 12021 NE AIRPORT WAY SUITE PORTLAND, OR 97220 503-331-0234 wwwmckinstrycom 1 EXPIRES: 9-21-09 McKINSTRY DIVISION; ENGINEERING T. MARINO • B. HUCKINS B. DAGGETT" 8438 04-07-08 SEE DRAWING SHEET TITLE: 3RD FLOOR HVAC PLAN z Cf: c‘• fl C Cr, C C C C a: C c; Cf; 1 I -- ; ,...../ I 1 -„,- 1 I ., ,1 f ! k • I •..: i - I 1 5,.. /_ . „ , / „ EF-2 13,200 EF-3 13,200 BAT{ CHGR \IBP L 60x48 1 I : 1 ! 1 1 1 I i ! r I 1 1 1 I 1 1; • , I i • r • • • ' I ,/ • . , ! . ! ... ! ; 1 ... -•_ ..... , • .... (51) LJJ -IHRH12-1V 1, 3/ 3A & RETURN 1 / i F H 4CHW SUPPLY 3A CHOR ••!--- 8 ..„) I 4ac. 96x60 SOUND 1\11 JATOR 40x48 r) i 11111 yi 1 - !H-0 PROVIDE SHEETMETAL SCREEN FULL HEIGHT (± 17') TO PROTECT CONDUIT & J-BOXES FROM POTENTIAL WATER LEAK 48x48 40x30 (TYP 4) 48x2B DMG 6,750 1 LL , _ • • g I AHU -52B2 I ABOVE AHU-52A3 DAY TAI t HPL4 12 ' \x" 7772 s■I; \ • CA' TANK PUMP & CTRL:3 riPL.1-14 BELOW i - S 1 M3.1 FRONT • FUTURE '8x48 I •••••••••..... ! , , L.• • I • • ; HVS— 4A; FR.D • tr. X \!. x • • r // /4. 1)-• "' k w• / \•• •/' '•• \ /\ 7 S7\ ,e //•• ••••.' •: .••••\/• I 1 11 EXISTING ELECTRICAL EQUIPMENT 48x28 DMG 3,375 SCALE: 1/6" = l'-0 ,1 !P !; c1E 1 !• — 7 I • 7.C.,00 KVA ( h) • ' I! • 0 1 FUTURE, LI v "--48x48 T 1 Il 1 E:s I CAP 4" CHW SUPPLY & RETURN FOR FUTURE LtJ Ce 00 D 'i t— X D 1.. ' CO *4 FUTURE AHU-52D2 I ABOVE 52C3 - "BELOW FUTURE 48)128 DM 3,375 1-0 --0-1 I I SUBST..%.TION ADD BACK DRAFT - DAMPERS AT SOUND ATTEN UATO RS FUTURE UI-AT SUBSTATION 0 0 60,4 108 FUTURE U:117 SUEIST'ATION ii-i:;;10 KVA '"IJIPPE UNI7 SCBSIATION • - II II 1ST FLOOR ENLARGED HVAC PLAN --5 E -••-• • ! ( + FUTURE 48x28 DMG 6,750 I 48x36 FUTURE 40x48 CAP I FOR I FUTURE (TM) CAP - FOR iJ FUTURE FUTURE ; 360 ABOVE 4 FU 8 T x U 28 RE DMG 6,750 I - L n7 er E ........ ..... L J — K (iO8Ai 1=;-':'•:—;‘-' :I ! ....j i 1 , , hc,:', r,:':.:', , 1 1 1 ::-,,, 1. ,„,,,.,,,,,___ IDI , , - ---,c - '07E:.) ii----0-,.,, 0 1 ,..„ F--;_!!!----1 ::!5 1 „.-2,__ r ,.--.. 0 , ...,1 1 , f---o- ; —o--H , , ir, , i 0, ---1,-- J 6"CHW SUPPLY & RETURN !.! 6" CHW SUPPLY & RETURN CCHW SUPPLY & RETURN UP r- BUILDING KEY PLAN NO SCALE PROJECT: SABEY DATA CENTER SDC 52 3355 S. 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: NO DATE 0•PRIPm. 05/14/08 PERMIT SET DESCRIPTION •••;:::, • ,;;;; McKINSTRY DIVISION: ENGINEERING DESIGNED BY: T. MARINO DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET NUMBER: B. HUCKINS 8438 SEE DRAWING ife Of Your Build EXPIRES: 9-21-09 SEAT 5005 3RD AVENt, PO BOX 24 SEATTII, WA 9E 17490 PORTL) 12021 NE AIRPORT sun PORTLAND, OR 9 503-331-C www.mckinstry. -- iF;CEIVE'F!) Jr; OF '11)Klivf; SHEET TITLE: - SEE 1/M3.1 IkliAY 14 21111{1, 1ST FLOOR ENLARGED FIVAC PLAN ••• tr- 1 • -- 11:j — -- 99x99 126x70 99x99 SUPPLY AND RETURN DUCTWORK UP TO 3RD FLOOR (FIELD VERIFY PENETRATION LOCATIONS) 126x70 99x99 CAP FOR FUTURE fl 'T' 99x99 SUPPLY AND RETURN DUCTWORK UP TO 3RD FLOOR (FIELD VERIFY PENETRATION LOCATIONS) 1 0 0 0 FUTURE 1 M3.2 SCALE : 1/8" I'-O" 6" CHW SUPPLY & RETURN UP & DN (TYP 4) El CAPPED FOR FUTURE EXISTING 99x99 SUPPLY AND RETURN DUCTWORK UP TO 3RD FLOOR 2ND FLOOR ENLARGED HVAC PLAN 1' I ; ; 1 I I L I • ; • • / / II? , • 1' : !1 I I DUCT INSTALLED UNDER PREVIOUS---„, PERMIT 008-067 126x _J • I ' : • • — ..... ,,,,, ,, , j 1 1 r... • ti ..1_ /'---"`, ._ -,7ir.7--- . •, r " ' ' ',' F ! Li'." e I:: , :I ::. _ i - d .„-2 - 7. - .- - • :- • i I CM[) FNTER SEC. S FUN. /SERVER E3! D ; 2 `')'? VEST 2 I i ! ft• UFt rst, E FVF [ 29 1 r .-:••==: - . - ,,,,,,-....,. . . i 1 1 I , I I. I I ' I ! , I I I' I. • 1 L 1 ..--• I U ) CAPPED FOR FUTURE 12wo F•N'S kG 213 1 F SEC. SERVER 2') 0— SEC. SE 9 23 PRINT 1P. 1 1 i ' -- ------ . -- 1 1 \ k : I I 1 I I L I N \I I 1 L....._i \ / X / \ • 7 : I .-?=___.......:.-...:::._:.....! . I •---, „/ i , . ",-!•". ! i I t ..." I ); 4) L EFI -- IL - J A L -0- CO N R. 2i 'I Th 1 I I I 1 t I ; T 111 DN r L II .--, ----1-- ! I t ,!--- I, I, , / \ / \ :i < :•- --- -'- . 2., 1- necovEr, , -;1-1-y or MAY 4 2068 T SEE 1/M3.2 PROJECT: SABEY DATA CENTER SDC 52 3355 S. 120th Place Tukwila, WA 98168 • • • , • • • • REGISTRATION: REVISIONS: NO DATE DESCRIPTION 05/14/08 PERMIT SET ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 12021 NE AIRPORT WAY SUITE PORTLAND, OR 97220 503-331-0234 EXPIRES: 9-21-09 McKINSTRY ENGINEERING DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: SHEET NUMBER: T. MARINO B. HUCKINS B. DAGGE. I 8438 04-07-08 SEE DRAWING www.mckinstry.com 2ND FLOOR ENLARGED HVAC PLAN • 1 ; I — CHW SUPPLY & RETURN CAPPED FOR FUTURE (TYP 4) FUTURE 72x48 -1 6 OSA UP TO ROOF (2 TYP) FUTURE 48x36 BYPASS (4 TIT) FUTURE 96x72 OSA (TO AHU, TYP 4) SUPPLY MANIFOLD ACCESS DOOR (TYP 122x60 SA CAP FOR FUTURE (TYP FUTURE AHU FUTURE 48x36 BYPASS (TYP 4) FUTURE 96x60 OSA (TYP 4) FUTURE 108X60 RA (TYP 4) 1 12" CHW SUPPLY & RETURN 72x48 99x99 —72x48 OSA UP TO ROOF (TYP 3) 72x48 72x48 •••■ ..0 s., .., *. e• %. .0 .0 N. 1 N. .0 ... .0 N. CAP FOR FUTURE (TV 4) 6" CHW SUPPLY & RETURN 72x48 FUTURE 48x72 OSA UP TO ROOF (TYP 2) 48x36 48x36 72x48 99x99 10" CHW RD UP CHW SUPPLY UP 1 r 1 1 1 e e e e 1 1 Le" 99x99 6" CHW SUPPLY & RETURN 12" CHW SUPPLY & RETURN 48x36 – – 7ts r 71 1 , - 1 ... 1 , 1 .... 1 ... 1 L..- - ...." Li !, V Li 14" CHW SUPPLY & RETURN UP — 108x60 REFURN CONNECTIONS CAP FOR FUTURE (TO AHU, TYP 4) 99x99 SUPPLY AND RETURN SHAFTS DN TO 2ND FLOOR. 122x60 AHU-52B1 108x60 ISOLATION DAMPER 122x60 ET:1 FUTURE AHU 1 - i 7 1 - 1 1 7 1 L M3.3 1 AHU-52C 2 M3.3 7 71 3RD FLOOR ENLARGED HVAC PLAN - UPPER (1_ SCALE : 1/8" 1 7 99x99 SUPPLY AND RETURN SHAFTS DN TO 2ND FLOOR. I 7- 1 7 7- SCALE : 1/8" V-0 I 52C1 LI FOR CONTROL I SEE VALVE DETAIL FOR CHW COIL CONNECTION DETAIL SEE FOR AHU DETAIL SEE CONNECT TO EXISTING 99x99 SUPPLY AND RETURN CAPPED AT FLOOR 6" CHW SUPPLY & RETURN DN (TYP 4) 3RD FLOOR ENLARGED HVAC PLAN - LOWER T.O.S1,11.4.91.1713743 FOR SPLIT AHU DETAIL SEE 96x60 OSA (TYP 4) 6" CHW SUPPLY & RETURN (TYP) —ISOLATION DAMPER (TYP) 14" CHW SUPPLY & RETURN UP 48x36 14;Y PASS (TYP 4) I 1 .-- 108x60 RA CONNECTIONS (TO AHU, TYP 4) 108x60 RETURN OPENING IN BACK OF AHU (2 PER AHU) 120x141 SUPPLY MANIFOLD T 48x72 OSA UP TO ROOF 96x72 OSA (TO AHU, TYP 4) 1 120x120 RETURN MANIFOLD 150x60 SUPPLY OPENING IN FRONT OF AHU (2 PER AHU) 122x60 SA (TYP 4) 6" CHW! SUPPLY Sc RETURN (TYP) 48x36 BYPASS (TYP .4) 122x60 RA (TYP 4) ' 3 I_ ; - • BUILDING KEY PLAN NO SCALE SEE 1/M3. 2/M3.3 ° " 3 PROJECT: SABEY DATA CENTER SDC 52 3355 S. 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: n8crveco ;WY' o TI !KM f MAY 1. 4 21108 SHEET TIME: 1 EXPIRES: 9-21-09 NO DATE DESCRIPTION 05/14/08 PERMIT SET ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 12021 NE AIRPORT WAY SUITE G PORTLAND, OR 97220 503-331-0234 www.mckinstry.com McKINSTRY DMSION: ENGINEERING DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET NUMBER: T. MARINO B. HUCKINS E3. DAGGEI I 8438 04 SEE DRAWING 3RD FLOOR ENLARGED HVAC PLAN I ! ''' =2= 1 =1= VC1414..1-1 l'AiD1.1.1: CH- FUTURE 5251-- FUTURE CH --:52D21 FUTURE T _Ft I . e 1 : t 1 •'!!!!I i: 1 t / . i ; --,. ! .! .. ,.• I 1 ■ I , .4.: ,1-!7',7T7I1)!F.7IiI77!!.;77_77.:71:.:.:!!.:1!.:II:•":!:::!!!':-....':'III.:::::::.!I!I'I.::::-.....::::::.:: :I!: !:::'::::::1!,:.;.IL•iI,I,..._,_:- 1 j I . .. . , .... / i I. . : ! . / I / 1 j . . I . / ...• I ; / . 1 ! /1 1 , t . I I I I / . / : • / I • I . : 1 I I I / : [ I ! / ! , I I -., ! / / i 1 . \ / : I 1 / . I ! 1 - : ..... I N. / I ' 1 .• ,/ f/ 1 !!..? CHP-52C] FUTURE {CH752C`) FUTURE / : L • • 1 \ CH-5282 FUTURE 1 M3.4 FOR OSA INTAKE HOOD DETAIL SEE .2.11 r00.1,4 .t : q"CHW SUPPLY & RETURN CHW SUPPLY & RETURN FOR CHW PUMP DETAIL SEE 8'CHW SUPPLY TO 3RD FLOOR GV-52B SCALE : 1/8" V-0' FOR CHILLER CONNECTION DETAIL SEE HVAC AND PIPING ROOF PLAN / 6",CHW SUPPLY & RETURN L. ,J [HP-52A I \-10" CHW RETURN TO 3RD FLOOR CHW SUPPLY & RETURN PUMP SUPPORT FAME; SEE STRUCTURAL DWGS • 8" C HW SUPPLY TO 3RD FLOOR GV-52C. rr /10 I I I 1 I I I OH- 52A2] FUTURE --------- -LCH -52A1] \ Co I' A N , 11 REFER TO STRUCTURAL DRAWINGS FOR SUPPORT STRUCTURE (TYP CAL) 1 I ■ ; . I , I 1 / --..... : 1 I --:-...... .>— -- "' - '1 ./ II . .1 : 1 .. 71 - I II I_________ 1: ---- -; - '''''''' '' ---"'" ''''' - , ( , , :, !„ 1 • r ! 1- ' 1 1 1 / . Ir ; , / r..H.,1_, 1 / V I j ' , 1 , ...- :.. i I 1 . ? I _ I' I • i 1 I • 1 I I 1 / - !!„-...-r\ H : : 1 .....„___::; 1 '--; - .•" 1 : 1 ) FT 1-1- rf -- - - 1 - 21F7 - 1. 1 7: I ---------- 1 ; 1 ,.... 1; ; __..._.,: , , .._,i_--; - - . . -.., , / ', 1 .. \ / -.__.": / I frl • / I \ !'4 A rn I A 1 i11(14.zt•ffl IL= 11:111 — I 1 ; I 1 I. I , ! I I NO SCALE ^71717 7177 T _ I 1 ! 1' I 1 1, •. I 'I I 7 { . . . I I I 1 , I 1 I ! !' • I. I I ! ' _ - I I I • . I I • - , • Ii . I . \ • , , I; I 1 BUILDING KEY P N FIECEIVED r(vOF Khy it 4 2101 ry fe Of Your Building PROJECT: SABEY DATA CENTER SDC 52 3355 S. 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: L EXPIRES: 9-21-09 •. ! NO DATE DESCRIPTION 05/14/08 PERMIT SET SHEET TITLE: McKINSTRY ENGINEERING DESIGNED BY: T. MARINO DRAWN BY: CHECKED BY: JOB NUMBER: DAM:: SCALE: SHEET NUMBER: B. HUCKINS B. DAGGETT 8438 SEATTLE: 5005 3RD AVENUE S PO 14 X 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 12021 NE AIRPORT WAY SUITE G PORTLAND, OR 97220 503-331-0234 04-07-08 SEE DRAWING ROOF ENLARGED HVAC PLAN www.mckinstry.com _C C C C L 9 20 RETURN MANIFOLD GREENH ECK FABRA HOOD GRAVITY INTAKE W/ 72x144 THROAT SIZE ( p. 16x101 HVAC SECTION AHU'S SCALE: 1/4'=1 -0" / 1 . S SCALE: 1 /8"°=,- 1 0" 36x96 OUTSIDE AIR INTAKE LAN U 141x120 SUPPLY MANIFOLD HVAC SECTION - MECHANICAL ROOM 16x101 CURB " \ / 99x99 SUPPLY AND RETURN DUCT HOOD 84x72x12"H UPS SEE ELEC. SCALE: 1/4*=1'-0" SCALE: 1/8"=1'-o' HVAC SECTION - MECHANICAL ROOM HVAC SECTION - UPS ROOM SWAY BRACE (TYP 2) UPS ROOM VIBRATION ISOLATORS (TYP 2) GENERATOR ROOM I • .. riECEIVE0 r', Ti kLAY 1 4 AO , *". PROJECT: SABEY DATA CENTER SDC 52 3355 S. 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: NO DATE DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: SHEET NUMBER: ife Of Your Building PORTLAND: 12021 NE AIRPORT WAY SUITE G PORTLAND, OR 97220 503-331-0234 EXPIRES; 9-21-09 DESCRIPTION 05/14/08 PERMIT SET McKINSTRY ENGINEERING T. MARINO B. HUCKINS B. DAGGE1T 8438 04-07-0 SEE DRAWING HVAC SECTIONS SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 www.mckinstry.com ___ _ _ 7.11Tii:::: _____ --- --- ----- __________ - - - _ -- - - - - __________ I- :1_ ____ _ _ ---- I ' . ' 1 i -. 1 1 -, 1, , , .... \ / / \ ti .......- , ti --. i II ',.. 3.1 I \ / / \ I -- 1 / \ L . I , /\ 1 / \ 1 i r / \I - ,--- ---- EAHU-52D1 141x120 — MANIFOLD .,:- ---, ---- -__. SUPPLY i „--- --- 1.,---- EAHU --- i 2C11 -_,,, --- 1 1 „--- ---, ..--- .--- ---- 1 EAHU-52C21 -.- -. ,..- ii --- , -., > t .... .... ,.- -- i ,... ----- -- t •-• - ...11 1 I AHU-52A2 I 1 I I \ 1 \ \ ‘11 _ AHU-52A1 I AHU-5281 1 1 — 1 ------------ _. _ _ . I- 99x99 99x99 99x99 ; 99x99 99x99 99x99 S --- - , ' - , ; , ..11, EXISTING SUPPLY & RETURN . ; _C C C C L 9 20 RETURN MANIFOLD GREENH ECK FABRA HOOD GRAVITY INTAKE W/ 72x144 THROAT SIZE ( p. 16x101 HVAC SECTION AHU'S SCALE: 1/4'=1 -0" / 1 . S SCALE: 1 /8"°=,- 1 0" 36x96 OUTSIDE AIR INTAKE LAN U 141x120 SUPPLY MANIFOLD HVAC SECTION - MECHANICAL ROOM 16x101 CURB " \ / 99x99 SUPPLY AND RETURN DUCT HOOD 84x72x12"H UPS SEE ELEC. SCALE: 1/4*=1'-0" SCALE: 1/8"=1'-o' HVAC SECTION - MECHANICAL ROOM HVAC SECTION - UPS ROOM SWAY BRACE (TYP 2) UPS ROOM VIBRATION ISOLATORS (TYP 2) GENERATOR ROOM I • .. riECEIVE0 r', Ti kLAY 1 4 AO , *". PROJECT: SABEY DATA CENTER SDC 52 3355 S. 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: NO DATE DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: SHEET NUMBER: ife Of Your Building PORTLAND: 12021 NE AIRPORT WAY SUITE G PORTLAND, OR 97220 503-331-0234 EXPIRES; 9-21-09 DESCRIPTION 05/14/08 PERMIT SET McKINSTRY ENGINEERING T. MARINO B. HUCKINS B. DAGGE1T 8438 04-07-0 SEE DRAWING HVAC SECTIONS SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 www.mckinstry.com ISOLATION VALVE, SEE PIPE MATRIX FOR VALVE TYPE (IYP) Ao MANUAL BALANCING VALVE (TYP) 3/4" HOSE END DRAIN VALVE M5.0 $10 . 1104 SCALE: NONE 4W ast • 4W 2 MA -• UP 2fAil C 4S4 PM MP IS', 21/12 . 844Z111211 CA) I :/4° DEC DRAIN (TYP. CF 01) 1/ 4TIVERFLIN DRAM (TYP, F El .00 3/4' MAKEUP WATER (T'YP. OF 2) )14*SEE NOTES SECTION MANUAL AIR VENT COMBINATION BALANCING AND FLOW MEASURING VALVE MIXING TYPE MODULATING CONTROL VALVE W/SPRING RE I URN 1/2" PETE'S PLUG (TYP) ISOLATION VALVE 1 STOP, SEE PIPE MATRIX FOR VALVE TYPE AHU CHW COIL PIPING DETAIL LINE SIZE MASON M/N SFEJ OR METAL BRAIDED FLEX CONNECTIONS AT EACH COIL CONNECTION (TYP) RUNOUT SIZES ARE FULL SIZE OF COIL CONNECTIONS U.N.O. (TYP) • COMPONENTS: 1) COIL CONDENSATE DRAIN (1 114 MPT, TYP. OF 4 PER SIDE) 2.) OUTSIDE AIR DAMPER (TYP, OF 2) 3) 4', 30% OUTSIDE AIR PRE-FILTER (FRONT ACCESS, TYP, OF 2) 4)12', 60% OUTSIDE AIR FINAL FILTER (FRONT ACCESS, TYP. OF 2) 5) CHILLED WATER COIL (TYP, OF 8) 6) INDIRECT EVAPORATIVE COIL (TYP, OF 4) 7) SUPPLY BLOWER/MOTOR ASSEMBLY (TYP. OF 2) 8) RETURN AIR DAMPER (TYP, OF 3) 9) SUPPLY FAN VFDs (TYP OF 2) 10.) BYPASS DUCT INLET 11)BYPASS DUCT OUTLET WITH SHUTOFF DAMPERS 12.) DISCHARGE SHUTOFF/ISOLATION DAMPERS 13.) MIST ELIMINATOR SD 14110 • MI AM ---- -- 221 iwzraist; WEIGHT ESTIMATES: RIGGING' 44,500 LBS. OPERATING' 48,000 LBS. CLEARANCES: ACCESS DOORS - 38' OUTSIDE AIR HOOD - n/au op' SEE FLOOR PLANS FOR PIPE SIZES ISOLATION VALVE, SEE PIPE MATRIX FOR VALVE TYPE (TYP) Y-STRAINER W/ 3/4" HOSE END DRAIN VALVE NOTE: USE DIELECTRIC UNIONS AT JUNCTION OF DIS-SIMILAR METALS C 4W ka -41VPS SP MC 414 MC NOTES: BYPASS DUCTING FIELD SUPPLIED & INSTALLED DUCT LOCATIONS & SIZES SHOWN ARE PRELIMINARY ONLY ACTUAL DRAIN & OVERFLOW CONNECTION LOCATIONS TO BE DETERMINED FOR DEC & CW COILS FLOW ECCENTRIC PLUG VALVE 4 W 4W SP4 MC 1/2" INSTRUMENT PIPING (TYP) 1/2" BALL VALVE (TYP) PUMP FLANGE TAP ( (A) 1 1/4' DEC DRAM (TYR Er a CD) 1 1141IVERFLOW HUM (TYP. OF 2) OD 3/4' RCAiCEUIP MATER (TYR IF a) NiNnKSEE NOTES SECTION WELD NECK FLANGE (TYP) MINIMUM 24" SPOOL PIECE, 5 PIPE DIA. IF POSSIBLE • 4W 4W FLANGED, SILENT, NON-SLAMMING CHECK VALVE FLEX CONNECTION (TYP) REDUCER SPOOL (TYP) a Zna 16011 - la WE. • r-----------T —Ai , I ...... 0, ,,.. le I lim fit I RIP g I ill 11111_1 .0.1.1-y..,,,,...,rir FACTORY CURB. SECURE TO ROOF BY G.C. ROOF FIELD VERIFY ROOF SLOPE PRIOR TO ORDERING CURB SCALE: NONE ". 21/28 . . . - . PIS SCALE: NONE CHW PUMP PIPING DETAIL OUTSIDE AIR DUCT INSULATE PER WSEC TYPICAL OUTSIDE AIR INTAKE HOOD DETAIL SCALE: NONE COMPONENTS: 1) COIL CONDENSATE DRAIN 1/4' MPT, TYP, OF 4 PER SIDE) 2,) OUTSIDE AIR DAMPER (TYP. OF 2) 3)4'„ 30Z OUTSIDE AIR PRE-FILTER (FRONT ACCESS, TYP. EIF 2) 4)12', 60% OUTSIDE AIR FINAL FILTER (FRONT ACCESS, TYP, OF 2) 5) CHILLED WATER COIL (TYP, OF 8) 6) INDIRECT EVAPORATIVE COIL (TYP, OF 4) 7.) SUPPLY BLOWER/MOTOR ASSEMBLY (TYP, or 2) 8,) RETURN AIR DAMPER (TYP, OF 3) 9) SUPPLY FAN VEDs (TYP OF 2) 10) BYPASS DUCT INLET 11) BYPASS DUCT OUTLET WITH SHUTOFF DAMPERS 12.) DISCHARGE SHUTOFF/ISOLATION DAMPERS 13,) MIST ELIMINATOR ti j P, I :; SPLIT AHU DETAIL 1/2" P/T PORT - LIQUID FILLED PRESSURE [ GAUGE, SUBMITTAL TO SPECIFY PRESSURE RANGE r - 3/4" DRAIN W/ BALL VALVE, HOSE ADAPTER, AND CAP -LUG STYLE BUTTERFLY ISOLATION VALVE WITH GEAR OPERATOR (TYP) WYE STRAINER WITH BLOWDOWN VALVE INTAKE HOOD MINIMUM 4 SCREWS W/ MAX 36" SPACING RIGID INSULATION, CANT STRIP & ROOFING BY GC ROOF - SEE FLOOR PLANS FOR PIPE SIZES, ALL VALVES ARE FULL SIZE OF PIPE (TYR) Sal MC 4W 4W WEIGHT ESTIMATES: RIGGING' 25,500 LBS, OPERATING' 27,250 LBS, 4 MP • 4W CLEARANCES: ACCESS DOORS - 36' OUTSIDE AIR HOOD - n/a' fa$ PIS fia NOTES: BYPASS DUCTING FIELD SUPPLIED & INSTALLED DUCT LOCATIONS & SIZES SHOWN ARE PRELIMINARY ONLY ACTUAL DRAIN & OVERFLOW CONNECTION LOCATIONS TO BE DETERMINED FOR DEC & CW COILS El A N a L I E I i N I E I I I I I 11 i mislimissorisrasiumlimiontaillsom ginsigi..• MIMI" minaluessms•INININIIINIIII•son '• .11111111/11•111111111111101 ••illi••s••••111111111•11••111111I••NEI• is11111111111111111•1mil • MIENE•11111111111111•111111.' irmilinsammossi in maw n.st 1111111111111 •••11111•11.••••11 MIN•111111•••11111111 ' 111111.111.11.11111111•• •ffilmoinismassmi ••••1 I. TO DDC -41111111- - 3/4" HOSE END VALVE W/ CAP, AIR VENT 2-POSITION MANUAL ISOLATION VALVE (TYP) \ FLASH & COUNTERFLASH. SEE ARCH'L DWGS. STEEL PIPE SUPPORT. REFER TO STRUCTURAL DWGS. SCALE: NONE CHILLER PIPING HOOK-UP DETAIL SCALE: NONE nnnri PUMP (CHP 52A1 CHP 52B1) SEISMIC VIBRATION ISOLATORS STEEL FRAME ROOF ROOF MOUNTED PUMP SUPPORT DETAIL riE'covEri • :STY OP I/ Ni,V( 11. 4 2011'd AECEIVer) :TV OF V.114'.qhf mAy 1 .4 Mig PROJECT: SABEY DATA CENTER SDC 52 3355 S. 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: NO DATE DESCRIPTION 05/14/08 PERMIT SET EXPIRES: 9-21--09 McKINSTRY DIVISION: ENGINEERING DESIGNED BY: T. MARINO DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: B. HUCKINS SHEET NUMBER: 8438 04-07-08 SEE DRAWING SHEET TITLE: H VAC DETAILS le Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 12021 NE AIRPORT WAY SUITE G PORTLAND, OR 97220 503-331-0234 www.mckinstry.com DAGGEI I ••" .: • : • MAKE UP WATER ASSEMBLY r Er-52 POT FEEDER r FUTURE FCHWP —520 L. 6" 620 NN, - TYPICAL CHWP-52A 8" 904 GPM 452 GPM 6" 620 GPM FUTURE CH-52A2 6 " 452 GPM CIF 10" CHWS CHWR HEADER 904 GPM 4" 226 GPM TYP 3" CHWS & CHWR TO COILS 113 GPM 1YP rm., gig Areel. 8 904 GPM 1 L AHU-52B1J 6 " 452 GPM FUTUR CH-52B2 pa - 1 JI 6" • 452 GPM FUTURE CHWP 52C B" 904 GPM NOT TO SCALE FUTURE f CH-52C2 6"__ 6" 452 GPM 452 GPM FUTURE FAHU-52C1 j FUTURE r CI-1-52C1 904 GPM WAO 6" 452 GPM TYP V f I 904 GPM Atte wrz2 FUTURE AHU —5201 6 " 452 GPM Ae40 f A W FUTURE AHU —52C2 CHS- CHILLED WATER DIAGRAM 6-1 3 " FUTURE LKHU-5202_ AHU FUTURE 6" 452 GPM FU IU RE 1 CH-5202 a" FUTURE. 904 GPM CH-52D1 I — 'FIR- CHS 3RD FLOOR FL.c..)OR .1 . FIECEIVEr) T',Tv OF TowAf3.11` PROJECT: SABEY DATA CENTER SDC 52 3355 S. 120th Place Tukwila, WA 98168 REGISTRATION: EXPIRES: 9-21-09 REVISIONS: NO DATE DESCRIPTION 05/14/08 PERMIT SET DESIGNED BY: T. MARINO DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: HVAC DIAGRAMS SHEET NUMBER: Me Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 12021 NE AIRPORT WAY SUITE G PORTLAND, OR 97220 503-331-0234 www.mckinstry.com McKINSTRY DMSION: ENGINEERING B. HUCKINS 8438 B. DAGG 04-07-08 SEE DRAWING ®R O . P 8,/ 14.0 ! r %& le. r-%r p IX ' My* • ad mw don VW . .. vai. ..o" g ' .. .... ® m TAG # CH -52A1 CH -52B1 QUANTITY 10 (30T) MODULES EACH 10 (30T) MODULES EACH QUAN I 1 I Y OF ASSEMBLIES, QUAN. OF MODULES MANUFACTURER AIRSTACK ASP -30 AIRSTACK ASP -30 NOMINAL TONNAGE 300 TONS 300 TONS TOTAL TONS AT SPECIFIED CONDITIONS 268.1 268.1 MINIMUM CAPACITY © SPECIFIED CONDITIONS 13.4 - -- 13.4 - -_ AMBIENT TEMIPERATURE FOR RAr`ING( °F) -`T 95°F 05 °F LOW AMBIENT OPERATION /ACCESSORIES YES - 0 °F YES - 0 °F GLYCOL PERCENTAGE IN FLUID (PE) 20 - -- _ -- - - - - -- 20 - _ - __ VOLTAGE /PHASE _ 460/3 460/3 SHORT CIRCUIT INTERUPT CAPACITY 22,000 AMPS 22,000 AMPS COMPRESSOR RLA 25A PER COMPRESSOR 25A PER COMPRESSOR CHILLER SINGLE POINT POWER YES. PER 5, 30TON MODULES YES. PER 5, 30TON MODULES CHILLER MCA (FOR 10, 30TON MODULES) 2 @ 292 AMPS 2 @ 292 AMPS CHILLER MOP (FOR 10, 30TON MODULES) 2 © 350 2 @ 350 kW/TON tai ARI CONDITIONS 1.05 1.05 FACTORY MOUNTED STARTER YES _ -- YES MIN FULL LOAD CHILLER PERFORMANCE (PER ARI 550/590) _ - 3.37 COP 3.37 COP MIN INEGRATED PART LOAD VALUE (IPLV PER ARI 550/590) 18.8 IPLV 18.8 IPLV EVAPORATOR CONDI I IONS(EWT /LINT) 51/40°F 51/40 °F - -__ EVAPORATOR GPM 621 GPM 621 GPM TYPE OF REFRIGERANT R -407c R-407c ASSEMBLY LENGTH X WIDTH X HEIGHT (NOT INCL. BASE) 364 x72 x78 364 x72 x78 _ -- UNIT OPERATING WEIGHT 20,000 LBS PER 10, 30TON MODULES 20,000 LBS PER 10, 30TON MODUI FS FLEX CONNECTOR UNIT DISCONNECT BY ELEC. BY ELEC. VICTAULIC PIPE CONNELI IONS YES YES NOISE CRITERIA MAXIMUM DB LEVEL 30 FEES" FROM CHILLER 76.5 76.5 SPECIFICATION SECTION 15614 BY ELEC. 1 MAXIMUM CHILLER RESTART TIME 140- SECONDS 140- SECONDS NUMBER OF INDEPENDENT CIRCUITS PER ASSEMBLY 10 10 NUMBER OF COMPRESSORS 20 20 TYPE OF COMPRESSOR SCROLL SCROLL MOTOR TYPE(SEMI -HERML I IC, HERMETIC) HERMETIC HERMETIC EVAPORATOR TUBE THICKNESS NA NA EVAPORATOR FOULING FACTOR 0.0001 0.0001 MAXIMUM EVAPORATOR PRESSURE DROP(FT.) 5.1 5.1 "A" WEIGHTED SOUND POWER (ARI370) 76.5 76.5 STARTER TYPE XL XL MAX. INRUSH AMPS SEE APPROVED SUBMITTALS SEE APPROVED SUBMITTALS 85 LB.S PER MODULE 85 LB.S PER MODULE POUNDS OF REFRIGERANT ELECTRONIC 0 & M DATA YES YES BACNET CONTROL OPTION INTERFACE YES YES 1 YEAR LABOR WARRANTY YES YES FACTORY START AND TEST YES YES ULOREL UL UL TAG # VFD RF - 52A & VFD RF -52B RE-5 2A, RF -52B QUANTITY BASIS OF DESIGN 2 BASIS OF DESIGN MANUF. GREENHECK MODEL VADS- 30F14- 15 -A7.5 LOCATION RF -52A & B UPS ROOM SERVICE 1 EACH RETURN AIR FAN TYPE 7.5 EACH DIRECT DRIVE MIXED FLOW AIRFLOW 460 7 - 3 13200 STATIC PRESSURE 11 2" BHP 15 6.88 HP MOTOR HP NO 7.5 HP VOLTAGE /PHASE NO 480V/3o MOTOR EFFICIENCY NO 87.5% OR BE I IER MOTOR RPM - 1770 YES VFD YES TWO SPEED MOTOR CONTROL INTERFACE NO MOTOR ENCLOSURE FACTORY PROVIDED REMOTE RESET INTERFACE TEFC NO ADJUSTABLE PITCH /FIXED PITCH SHEAVE CONTACTOR SELECTOR OVERALL HEIGHT : 32" OVERALL WIDTH OUTPUT L.C. FILTER YES OVERALL LENGTH (DOES NOT INCLUDE ACCESS SECTION)__ SUSPENDED HORIZONTAL MOUNTING TYPE MOUNTING POSITION SOLID LINER THROUGHOUT TOTAL WEIGHT (LESS ANY ACCESSORIES) SOLID STAINLESS STEEL INNER WALL @ EVAPORATIVE SECTION 369 LBS NA BASE ISOLATOR NA THRUST RESTRAINT DRAW- THROUGH NA FLEX CONNECTOR DIRECT DRIVE PLUG FANS FLEXIBLE DUCT MOTION RESTRAINT FAN TYPE NOT REQUIRED SMOKE DETECTOR 1 - NOT REQUIRED DISCONNECTS 13,500 CFM BY ELEC. STARTER (BY ELECT NR YES YES VFD CONTROL (McK PROVIDE. ELEC INSTALL) ELECTRONIC 0 & M DATA 110 V. SERVICE OUTLET WITHIN 25° NA YES, PIPED TO BOTH SIDES YES OPTIONS /ACCESSORIES ENTERING 9 DB / 76 °F WB; LEAVINIG 64 °F DB ° F °F SPECIAL COATINGS NA OSHA APPROVED MOTOR COVER NA BELT GUARD NA INSPECTION SECTION W/ BOLTED ACCESS DOOR NA WIND SHROUD NA SPARK RESISTANT YES NA MOTORIZED DAMPER PER SEC 1412.4.1 SPRING COUNTERBALANCED DISCHARGE (FLOOR) DAMPER NA SOUND POWER BY OCTAVE BAND YES INLET FRONT TOP DISCHARGE 63 84 INTERNAL AIRFLOW MEASUREMENT DEVICE 125 84 YES 250 87 4.63 500 81 NO, DUCTED 1000 80 YES 2000 79 DAMPER ACTUATORS - FACTORY MOUNTED 4000 74 OUTSIDE, RETURN 8000 75 TAG VFD RF - 52A & VFD RF -52B BASIS OF DESIGN MANUF. DAN FOSS BASIS OF DESIGN MODEL VLT6000 6x8x13 -112 LOCATION OUTDOORS L OCATION SERVICE RF -52A & B 1260 GPM MOTOR(S) SERVED QTY 1 EACH MOTOR RPM TOTAL MOTOR(S) SERVED HP 7.5 EACH 175 PSI VOLTAGE /PHASE 460 7 - 3 MOTOR HP TOTAL FLA 11 22.5 MIN HERTZ 15 VOLTAGE /PHASE MANUAL SWITCH BYPASS NO PER WSEC AUTO BYPASS NO STARTER, DISCONNECT REMOTE INITIATE BYPASS NO 2200 DISCONNECT BY FACTORY - 128" FUSED DISCONNECT BY E.C. YES 373" CONTROL INTERFACE YES, BACN OVERALL LENGTH WEIGHT FACTORY PROVIDED REMOTE RESET INTERFACE NO 9,800 Ihs COMBINED WEIGHT CONTACTOR SELECTOR NO : INPUT LINE REACTOR YES OUTPUT L.C. FILTER YES NIA NEMA ENCLOSURE OPTION NEMA 3R TAG It CHP -52A, -52B QUANTITY 2 BASIS OF DESIGN B &G VSH MODEL NUMBER 6x8x13 -112 SERVICE CHILLED WATER L OCATION OUTDOOR FLOW 1260 GPM FT. TOTAL HEAD 60 MOTOR RPM 1750 MAX FLUID PRESSURE PSIG 175 PSI % PROPYLENE GLYCOL IN FLUID 20% MOTOR HP 25 MOTOR BRAKE HP 22.5 MOTOR TYPE TEFC W/ DRIP CAP VOLTAGE /PHASE 460/3 MOTOR EFFICIENCY PER WSEC VFD NO STARTER, DISCONNECT BY ELEC. WEIGHT 2200 TAG # SWG---- , °W „ X , H" SDG--- „ W » X „ H" BASIS OF DESIGN - MODEL NO. TITUS 272 TITUS 272 RUNOUT SIZE (UNLESS NOTED OTHERWISE ON DRAWINGS) SEE PLAN SEE PLAN WALL MOUNTING (PROVIDE FRAME SUITABLE CONSTRUCTION) GYP. - MAXIMUM CFM AT ROOM NC 35 -- - MATERIAL STEEL STEEL DUCT COLLAR HEIGHT (SEE FLOOR PLANS) W W DUCT COLLAR WIDTH (SEE FLOOR PLANS) H H CURB BY G.C. YE THROAT SIZE ADJUSTABLE THROW L YES YES TAG # GV -52A -D BASIS OF DESIGN GREENHECK MODEL NUMBER FHl LOCATION ROOF SERVICE OSA INTAKE CFM 57500 PRESSURE DROP 0.089 THROAT FREE AREA 72 SF MINIMUM INTAKE FREE AREA 144 SF MINIMUM FACTORY SCREEN YES FACTORY DAMPER NO FACTORY CURB NO CURB BY G.C. YE THROAT SIZE 144" x 72" LENGTH X WIDTH X HEIGHT 228" x 132" x 36.5" WEIGHT 1015 LBS EQUIP. ET -52 SERVES CHILLED WATER S TYLE VERTICAL BASE MOUNT VOLUME (GALS) 77 ACCEPTANCE (GALS) 38 WEIGHT BASIS OF DESIGN BOG PTA REMARKS ASME 200 F, 150 PSI min fekmJu..ir UI L1e.a s TEMPERATURE N TEST PROCEDURE T General: SEISMIC INNIOVENT INNOVENT BASIS OF DESIGN, MANUFACTURER - _ -- INNOVEN T AHU -52A1, -52A2 Al IU -52B1 AHU -52A3, -52B2 TAG # 2 1 2 QUANTITY INDOORS INDOORS INDOORS CONSTRUCTION LOCATION 3RD FLOOR MECHANICAL ROOM 3RD FLOOR MECHANICAL ROOM 1ST FLOOR 2ND FLOOR DATA CENTERS 1ST FLOOR UPS ROOM SERVES 2ND FLOOR DATA CEN'T'ERS 143" 121" BOTH UNITS STACKED 143" OVERALL HEIGHT 156 312" 128" OVERALL WIDTH 373" 254" 373" OVERALL LENGTH WEIGHT 48,000 lbs 9,800 Ihs COMBINED WEIGHT 27,250 lbs OVERALL YES YES YES FACTORY STRUCTURAL STEEL BASE 2 IN @ 3 LBS THROUGHOUT 2 IN @ 3 LBS THROUGHOUT INSULATED THROUGHOUT 2 IN @ 3 LBS THROUGHOUT EXTENT OF DOUBLE WALL CONSTRUCTION SOLID LINER THROUGHOUT SOLID LINER THROUGHOUT SOLID LINER THROUGHOUT SOLID STAINLESS STEEL INNER WALL @ EVAPORATIVE SECTION YES YES YES DRAW - THROUGH DRAW - THROUGH DRAW- THROUGH FAN CONFIGURATION DIRECT DRIVE PLUG FANS DIRECT DRIVE PLUG FANS DIRECT DRIVE PLUG FANS FAN TYPE 1 2 1 - FAN QUANTITY PER AIR HANDLER 115,000 CFM 13,500 CFM COMBINED FAN TOTAL DESIGN AIRFLOW 57,500 GEM 1170 RPM 1,170 1,540 FAN RPM CHILLED WATER COOLING COIL (INCLUDE DRAIN PAN) YES, PIPED TO ONE SIDES YES, PIPED TO BOTH SIDES YES ENTERING 91 °F DS / 70 °F WB; = EAVING 50'F DB ENTERING 9 DB / 76 °F WB; LEAVINIG 64 °F DB ° F °F _ DESIGN COOLING AIRFLOW CONDITIONS ENTERING 91°F DB / 70 "F WB; LEAVING 50 "F DESIGN COOLING CHILLED WATER CONDITIONS ENTERING 40 °F LEAVING 51 °F ENTERING 40 ° F LEAVING 51 °F ENTERING 40 LEAVING 51 GLYCOL PERCENTAGE IN CHILLED WATER 20% 20% 20% ISOLATION WITH CUSHIONED FAN SEISMIC SNUBBERS YES YES YES SPRING COUNTERBALANCED DISCHARGE (FLOOR) DAMPER YES YES YES UNIT DISCHARGE FRONT TOP DISCHARGE FRONT TOP DISCHARGE FRONT BOTTOM DISCHARGE INTERNAL AIRFLOW MEASUREMENT DEVICE YES YES YES DESIGN FAN TOTAL STATIC PRESSURE LOUVERED INLET PLENUM 4.63 4.63 3.56 NO, DUCTED NO, DUCTED NOD CTED LOW -LEAK MIXING DAMPERS YES YES YES DAMPER ACTUATORS - FACTORY MOUNTED OUTSIDE, RETURN, COOLING BYPASS OUTSIDE, RETURN, COOLING BYPASS OUTSIDE, RETURN PREFILTERS - V BANK MERV 8 (-30%) flat filter bank MERV 8 ( --30 %) flat filter bank MERV 8 ( -30 %) flat filter bank CARTRIDGE FILTERS MERV 11 (-65%) 12" MERV 11 ( -65 %) 12' 89% MERV 11 (-65%) 12" 89% DIRECT EVAPORATIVE EFFICIENCY 89% EVAP MEDIA TYPE CELDEK 121N CELDEK 12 IN CELDEK 12 IN EVAP MEDIA FACE VELOCITY 500 ff/rnin MAX 500 ft/min MAX 500 ft/min MAX YES YES . + • IMP Evaporative SECTION - ` - YES NUMBER OF EVAPORATIVE PUMPS 1 1 1 STAINLESS STEEL EVAPORATIVE SECTION SUMP YES, SLOPING YES, SLOPING YES, SLOPING TO SUMP FLOAT, PIPED TO ONE SIDE FLOAT, PIPED TO ONE SIDE FLOAT, PIPED TO ONE SIDE FACTORY VALVE MOUNTED ON MAKEUP YES YES PIPE ROUTED TO OVERFLOW DRAIN YES PUMP BLEED BRANCH YES, SIZED FOR 50% OF DESIGN AIR, VIA FIELD - INSTALLED EXTERNAL DUCT ATOP UNIT YES, SIZED FOR 50% OF DESIGN AIR, VIA FIELD- INSTALLED - .. EXTERNAL DUCT ATOP UNIT YES, SIZED FOR 50% OF DESIGN AIR, VIA FIELD - INSTALLED EXTERNAL DUCT ATOP UNIT BYPASS PROVIDED FOR COOLING COIL AND EVAPORATIVE MEDIA EXITING TUNNEL AFTER FILTER & REENTERING BEFORE FAN DAMPER ON BYPASS PATH YES YES YES MODULATING CONTROL CORRESONDING FACE DAMPER FOR EVAPORATIVE MEDIA NOT REQUIRED, JUST BYPASS NOT REQUIRED, JUST BYPASS NOT REQUIRED, JUST BYPASS TYPE OF EXTERNAL CORROSION PROTECTION (PAINT) POLYURETHANE PAINT POLYURETHANE PAINT POLYURETHANE PAINT Electrical: SINGLE POINT POWER NO ONE CIRCUIT MOTORS & ACTUATORS, ONE CIRCUIT LIGHTS AND CONVENIENCE OUTLETS NO ONE CIRCUIT MOTORS & ACTUATORS, ONE CIRCUIT LIGHTS AND CONVENIENCE OUTLETS NO ONE CIRCUIT MOTORS & ACTUATORS, ONE CIRCUIT LIGHTS AND CONVENIENCE OUTLETS 460/3 MOTOR CIRCUIT, 120V LIGHTS 460/3 MOTOR CIRCUIT, 120V LIGHTS 460/3 MOTOR CIRCUIT, 120V LIGHTS VOLTAGE /PHASE 75 HP per Unit 2 -EA AT 75 TOTAL 150 HP per Unit 15 HP per Unit MOTOR HP QUOTED FAN FAN MOTOR BHP 62.99 BHP per Unit _ 2-62.99 BHP per Unit 10.9 BHP per Unit 93.6% PER WA ENERGY CODE 93.6% PER WA ENERGY CODE 93.6% PER WA ENERGY CODE MOTOR EFFICIENCY (SPECIFY) YES YES VFD FOR EACH SUPPLY FAN FACTORY MOUNTED YES ELECTRICAL BYPASS ON VFD'S NO NO NO 120V WIRING TO INTERIOR LIGHTS YES YES YES DEDICATED LIGHTS YES YES YES INTERNAL GFI SERVICE OUTLETS YES -YES YES YES YES WIRING TO DAMPER MOTORS NA NA NA DAMPER ACTUATORS WIRING TO FACE AND BYPASS YES YES STARTERS FOR EVAPORATIVE PUMPS YES WIRI TO STARTERS FOR EVAPORATIVE PUMPS YES YES YES YES YES T _ _NG 480/120 TRANSFORMER YES _ __ __ - SPPP Disconnect - -- - SPPP Disconnect__ DISCONNECTS - _ _ - - - -- - -- SPPP Disconnect - - YES -_ YES YES UUETL APPROVAL - - L ANCE STRAINERS PRESSURE GAUGES INSULATION BRACING REMARKS TEl GAUGES ACTUAL CATEGORY IMPORTANCE MFR & ACTUAL MODEL ACTUAL MODEL DEL VALVE MODEL MEDIA MINIMUM TEST MAXIMUM TEST MINIMUM DURATION (PSIG) [3] FACTOR PRESSURE PRESSURE 150% OF DESIGN ! MAX. ALLOWABLE TEST NOT LESS THAN 15 MINU I ES, LOWER c Series MUELLER351 Trerice Model BX9-1 - PRESSURE, NOT ( PRESSURE ANY TO DESIGN PRESSURE FOR 24 CHILLED WATER 1.0 NA M 200 psi WOG Trerice Model #450 B Thermometer WATER LESS THAN 100 COMPONENT OR 90% OF HOURS AND PERFORM A VISUAL 40 -55 s eries PSIG YIELD INSPECTION WITH NO LEAKS MUELLER 758 or MUELLER 165 150% OF DESIGN MAX. ALLOWABLE TEST NOT LESS THAN 15 MINUTES, LOWER c Series DEZURIK PTW 200 psi WOG (2" Trerice Model BX9-1 PRESSURE, NOT ; PRESSURE ANY TO DESIGN PRESSURE FOR 24 CHILLED WATER AVISUAL 40 -55 1.0 series PLUG VA. to 12°) Trerice Model #450 B WATER Thermometer LESS THAN 100 'COMPONENT OR 90% OF HOURS AND PERFORM 150 psi WOG (14" PSIG YIELD INSPECTION WITH NO LEAKS to 24 ") FILL SYSTEM AIR MAY BE USED FOR FROM LOWEST ; TESTING, BUT ONLY WITH AN LEAKS COIL COND ALL 1 NA N/A N/A N/A WATER TO HIGHEST NA VISUAL INSPECTION WITH NO LE.0 APPROVED EQUIVALENT POINT ! LOW - PRESSURE AIR TEST 100% OF ' MAX. ALLOWABLE TEST Trerice Model BX9-1 I PRESSURE ANY 24 HOUR VISUAL INSPECTION WITH NON - POTABLE 1 0 NA N/A Trerice Model #450 B Thermometer WATER OPERATING COMPONENT OR 90% OF NO LEAKS COLD ALL PRESSURE YIELD 100% OF i M AX. ALLOWABLE TEST strong Trerice Model BX9-1 PRESSURE ANY 24 HOUR VISUAL INSPECTION WITH NON - POTABLE 1.0 I setter NA N/A Trerice Model #450 B WATER OPERATING Thermometer PRESSURE ; COMPONENT OR 90% OF NO LEAKS COLD ALL YIELD c I U L to C; v; c C; C C: Cr; c c HVAC PIPING SPECIFICATIONS SERVICE ID NPCW NPCW PIPE & EQUIPMENT INSULATION SCHEDULE PIPING SYSTEM NON - POTABLE COLD CHILLED WATER COIL CONDENSATE NOTES Ductwork Specification or Section HVAC Supply medium pressure (From AHUs) HVAC Return /Exhaust medium pressure (Inlet to AHUs/ Fans) SERVICE DESCRIPTION CHILLED WATER SUPPLY & RETURN CHILLED WATER SUPPLY & RETURN CONDENSATE DRAIN (INDIRECT WASTE) NON - POTABLE COLD WATER NON - POTABLE COLD WATER TEMP RANGE ALL 40 -55 ALL Duct system SMACNA Pressure & Seal Classes SMACNA +2" pressure, seal class A SMACNA +2" pressure, seal class A LOCATION 1 AREA ALL ALL ALL ALL ALL THERMAL COND. 0.23 -0.27 0.23 -0.27 0.23 -0.27 DESIGN PRESSURE (PSIG) 125 125 5 125 125 MEAN RAT. TEMP. 75 75 75 Dimensions (Inside, overall) Inside clear dimensions shown. Overall, allow 4" add'I for flanges on rect- angular, 2" insul, on round Inside clear dimensions shown, also OD for round. Overall, allow 4" add'I for flanges on rectangular, plus SIZE 2" AND SMALLER 2 -1/2" AND LARGER ALL 2" AND SMALLER 2 -1/2" TO 4" INSULATION MATERIAL FIBERGLASS FIBERGLASS FIBERGLASS Notes: 1. Provide 3 feet minimum of flex duct wherever flex duct is used to connect a diffuser to the ductwork. 2. If these plans conflict with architectural plans for diffuser placement, use the architect's placement if space allows. '3, Fiberglass duct liner is not to be used. 4, Provide and coordinate all access doors necessary to maintain, adjust and test HVAC components above the ceiling. MATERIAL OPPER TUBE TYPE L OR CARBON STEEL PIPE A53B ERW STANDARD WEIGHT CARBON STEEL PIPE A53B ERW STANDARD WEIGHT COPPER TUBE TYPE L COPPER TUBE TYPE L COPPER TUBE TYPE L RUNOUTS 0.5 0.5 0.5 CONNECTION FLANGES, UNIONS & TYPE & CPLGS FITTINGS 95-5 SOLDER (CU) THREADED (STEEL) r UTTWELDOR 150# WELD NECK GROOVED FLANGE, GROOVED LANGE OR COUPLING 95-5 SOLDER 95 -5 SOLDER GROOVED Gruviok Couplings and Flange Adapters INSULATION THICKNESS BY PIPE SIZE ' AND LESS' 1 1/4" 2 1 /2" TO 4" 5" TO 0.5 0.5 0.5 0.5 0.5 0.75 1.0 1.0 0.5 0.5 0.5 0.5 Materials (duct, lining) __ __ - Unlined galvanized duct, see submittal for gauge and reinforcement. Rectangular to have TDF connections, round may be spiral. Flex: 4' max. length, Thermafiex GKM or equal Galvanized duct, 1" lining only where indicated on plans. See submittal for gauge and reinforcement. Rectangular to have TDFconnections, round may be spiral. Flex: ducts and 4" from sides of trench. C x C UNION (CU) Elkhart WROT 102 M.I. UNION (STEEL) Anvil Fig. 463 Class 150 300 psi WOG C x C UNION Elkhart WROT 102 C x C UNION Elkhart WROT 102 FLEX CONNECTIONS UNISOURCE UPCB (CU) UNISOURCE UPCS (STEEL) UNISOURCE UPCS -FLG GRUVLOK SV21 N/A UNISOURCE UPCB BRONZE CONN Gruvlok SF21 -GO Square corner w/ inserts or 5 -gore elbows, centerline radius of 1.5o Conical tees for bidirectional flow. ROOFTOP CHW PUMP SCHEDULE FAN SCHEDULE EXPANSION JOINTS UNISOURCE EC -FFS UNISOURCE SERIES CF N/A UNISOURCE EC -FFS UNISOURCE SERIES CF ISOLATION VALVE TYPE BALL BUTTERFLY BALL BALL BUTTERFLY 1 HOT AND COLD PIPES LARGER THAN 2 ": RIGID INSERTS. INSULATION CONTINUOUS THROUGH THE HANGER. SHEETME I AL SHIELD. 2 COLD PIPES 2" AND SMALLER: RIGID INSERTS. INSULATION CONTINUOUS THROUGH THE HANGER. SHEETMETAL SHIELD. 3 JACKETING: METAL JACKET (SEALED WEATHER TIGHT) WILL BE USED AT ALL EXTERIOR INSULATION EXPOSED TO WEATHER (I.E.ROOFTOP PIPING). PVC JACKET WITH RIGID RIGID CALCIUM SILICATE INSULATION WILL BE USED ON ALL HORIZONTAL PIPING AT OR NEAR THE FLOOR SUBJECT TO POTENTIAL FOOT TRAFFIC. PVC JACKET WILL BE UTILIZED ON ALL EXPOSED INSULATION WITHIN 6 FEET OF THE FLOOR ELEVATION (I.E. MECHANICAL ROOMS AND GARAGE HOSE BIBBS). PVC IS RECOMMENDED INSTEAD OF METAL IN EXPOSED AREAS DUE TO ITS RESILIENCY -METAL JACKETS DENT. Fittings Purchased fittings (shop built) dampers, louvers) Square corner w/ inserts or 1 -1/2 Hr airfoil smoke 5 -gore elbows, centerline radius of 1.5e fire dampers per Conical tees for bidirectional flow. UL555S 110V N.C. operator outside duct 1 -1/2 Hr airfoil smoke fire dampers per UL555S 110V N.C. operator outside duct OVER 6" 0.5 1.0 0.5 ISOLATION VALVE CHECK VALVE ACTUAL MFR & ACTUAL MFR & MODEL MODEL Nibco T- 585-70 Nibco T -413 -Y or Threaded, S- 5850705- 413 -Y Soldered Soldered End end Nibco WD /LD -2000 Nibco F -91 8-B Series,Victaulic i Flanged, Vctaulic Series 300 BFV Series 716 Check Valve Nibco T- 585-70 Nibco T -413 -Y or Threaded, 5- 585070 8 -413 -Y Soldered Soldered End end Nibco T- 585 -70 Nibco T -413 -Y or Threaded, 8- 585070 S -413 -Y Soldered Soldered End end Nibco WD /LD -2000 /LOCKING LEVER INSUL. HANGERS NOTES 4, 5 NOTES 4, 5 NOTES 4, 5 Insulation (indoor, outdoor) Outdoor: R -7, alum. jacket Indoor: none Nibco F -918 -B Flanged Outdoor: R -7, alum. Jacket Indoor: R -3.3 BA VALVE MO Victauli TA Victauli TA Arm circus Seismic (besides normal hangers) Rigid attachment to structure Rigid attachment to structure Testing requirement field testing", none required none required NOTES: 1. MANUFACTURER TO PROVIDE FACTORY INSTALLED NON CHEMICAL WATER TREATMENT SYSTEM W /CONDUCTIVITY METER AND BLEED SOLENOID. 2. MANUFACTURER TO PROVIDE SPRING RETURN (FAIL TO 100% RA) ELECTRONIC DAMPER ACTUATORS, WIRED AND LINKED 3. MANUFACTURER TO PROVIDE SIGNALLING (PULSE -TYPE) WATER METER WITH TOTALIZER DIAL IN BLEED BRANCH PIPING (DEDUCT METER) E SWG = SUPPLY WALL MOUNTED GRILLE SDG = SUPPLY DUCT MOUNTED GRILLE VENTILATOR SCHEDULE DRIVE SCHEDULE EXPANSION TANK SCHEDULE i l l Si PROJECT: r OF f`' 1. 4 NM SABEY DATA CENTER SDC 52 3355 S. 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: NO DATE SHEET TITLE: DESIGNED BY: T. MARINO DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET NUMBER: 05/14/08 PERMIT SET Tie Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE. WA 98124 1-800-669-6223 PORTLAND: 12021 NE AIRPORT WAY SUITE 0 PORTLAND, OR 97220 503 -331 -0234 I EXPIRES: 9-21-09 1 DESCRIPTION www.mckinatry,com McKINSTRY DIVISION: ENGINEERING B. HUCKINS 13. DAGGETT 8438 4 -07 -08 SEE DRAWING HVAC SCHEDULES AND ir.criVEo SPECIFICATIONS TEMPERATURE N TEST PROCEDURE T TEST SEISMIC PUMP T c I U L to C; v; c C; C C: Cr; c c HVAC PIPING SPECIFICATIONS SERVICE ID NPCW NPCW PIPE & EQUIPMENT INSULATION SCHEDULE PIPING SYSTEM NON - POTABLE COLD CHILLED WATER COIL CONDENSATE NOTES Ductwork Specification or Section HVAC Supply medium pressure (From AHUs) HVAC Return /Exhaust medium pressure (Inlet to AHUs/ Fans) SERVICE DESCRIPTION CHILLED WATER SUPPLY & RETURN CHILLED WATER SUPPLY & RETURN CONDENSATE DRAIN (INDIRECT WASTE) NON - POTABLE COLD WATER NON - POTABLE COLD WATER TEMP RANGE ALL 40 -55 ALL Duct system SMACNA Pressure & Seal Classes SMACNA +2" pressure, seal class A SMACNA +2" pressure, seal class A LOCATION 1 AREA ALL ALL ALL ALL ALL THERMAL COND. 0.23 -0.27 0.23 -0.27 0.23 -0.27 DESIGN PRESSURE (PSIG) 125 125 5 125 125 MEAN RAT. TEMP. 75 75 75 Dimensions (Inside, overall) Inside clear dimensions shown. Overall, allow 4" add'I for flanges on rect- angular, 2" insul, on round Inside clear dimensions shown, also OD for round. Overall, allow 4" add'I for flanges on rectangular, plus SIZE 2" AND SMALLER 2 -1/2" AND LARGER ALL 2" AND SMALLER 2 -1/2" TO 4" INSULATION MATERIAL FIBERGLASS FIBERGLASS FIBERGLASS Notes: 1. Provide 3 feet minimum of flex duct wherever flex duct is used to connect a diffuser to the ductwork. 2. If these plans conflict with architectural plans for diffuser placement, use the architect's placement if space allows. '3, Fiberglass duct liner is not to be used. 4, Provide and coordinate all access doors necessary to maintain, adjust and test HVAC components above the ceiling. MATERIAL OPPER TUBE TYPE L OR CARBON STEEL PIPE A53B ERW STANDARD WEIGHT CARBON STEEL PIPE A53B ERW STANDARD WEIGHT COPPER TUBE TYPE L COPPER TUBE TYPE L COPPER TUBE TYPE L RUNOUTS 0.5 0.5 0.5 CONNECTION FLANGES, UNIONS & TYPE & CPLGS FITTINGS 95-5 SOLDER (CU) THREADED (STEEL) r UTTWELDOR 150# WELD NECK GROOVED FLANGE, GROOVED LANGE OR COUPLING 95-5 SOLDER 95 -5 SOLDER GROOVED Gruviok Couplings and Flange Adapters INSULATION THICKNESS BY PIPE SIZE ' AND LESS' 1 1/4" 2 1 /2" TO 4" 5" TO 0.5 0.5 0.5 0.5 0.5 0.75 1.0 1.0 0.5 0.5 0.5 0.5 Materials (duct, lining) __ __ - Unlined galvanized duct, see submittal for gauge and reinforcement. Rectangular to have TDF connections, round may be spiral. Flex: 4' max. length, Thermafiex GKM or equal Galvanized duct, 1" lining only where indicated on plans. See submittal for gauge and reinforcement. Rectangular to have TDFconnections, round may be spiral. Flex: ducts and 4" from sides of trench. C x C UNION (CU) Elkhart WROT 102 M.I. UNION (STEEL) Anvil Fig. 463 Class 150 300 psi WOG C x C UNION Elkhart WROT 102 C x C UNION Elkhart WROT 102 FLEX CONNECTIONS UNISOURCE UPCB (CU) UNISOURCE UPCS (STEEL) UNISOURCE UPCS -FLG GRUVLOK SV21 N/A UNISOURCE UPCB BRONZE CONN Gruvlok SF21 -GO Square corner w/ inserts or 5 -gore elbows, centerline radius of 1.5o Conical tees for bidirectional flow. ROOFTOP CHW PUMP SCHEDULE FAN SCHEDULE EXPANSION JOINTS UNISOURCE EC -FFS UNISOURCE SERIES CF N/A UNISOURCE EC -FFS UNISOURCE SERIES CF ISOLATION VALVE TYPE BALL BUTTERFLY BALL BALL BUTTERFLY 1 HOT AND COLD PIPES LARGER THAN 2 ": RIGID INSERTS. INSULATION CONTINUOUS THROUGH THE HANGER. SHEETME I AL SHIELD. 2 COLD PIPES 2" AND SMALLER: RIGID INSERTS. INSULATION CONTINUOUS THROUGH THE HANGER. SHEETMETAL SHIELD. 3 JACKETING: METAL JACKET (SEALED WEATHER TIGHT) WILL BE USED AT ALL EXTERIOR INSULATION EXPOSED TO WEATHER (I.E.ROOFTOP PIPING). PVC JACKET WITH RIGID RIGID CALCIUM SILICATE INSULATION WILL BE USED ON ALL HORIZONTAL PIPING AT OR NEAR THE FLOOR SUBJECT TO POTENTIAL FOOT TRAFFIC. PVC JACKET WILL BE UTILIZED ON ALL EXPOSED INSULATION WITHIN 6 FEET OF THE FLOOR ELEVATION (I.E. MECHANICAL ROOMS AND GARAGE HOSE BIBBS). PVC IS RECOMMENDED INSTEAD OF METAL IN EXPOSED AREAS DUE TO ITS RESILIENCY -METAL JACKETS DENT. Fittings Purchased fittings (shop built) dampers, louvers) Square corner w/ inserts or 1 -1/2 Hr airfoil smoke 5 -gore elbows, centerline radius of 1.5e fire dampers per Conical tees for bidirectional flow. UL555S 110V N.C. operator outside duct 1 -1/2 Hr airfoil smoke fire dampers per UL555S 110V N.C. operator outside duct OVER 6" 0.5 1.0 0.5 ISOLATION VALVE CHECK VALVE ACTUAL MFR & ACTUAL MFR & MODEL MODEL Nibco T- 585-70 Nibco T -413 -Y or Threaded, S- 5850705- 413 -Y Soldered Soldered End end Nibco WD /LD -2000 Nibco F -91 8-B Series,Victaulic i Flanged, Vctaulic Series 300 BFV Series 716 Check Valve Nibco T- 585-70 Nibco T -413 -Y or Threaded, 5- 585070 8 -413 -Y Soldered Soldered End end Nibco T- 585 -70 Nibco T -413 -Y or Threaded, 8- 585070 S -413 -Y Soldered Soldered End end Nibco WD /LD -2000 /LOCKING LEVER INSUL. HANGERS NOTES 4, 5 NOTES 4, 5 NOTES 4, 5 Insulation (indoor, outdoor) Outdoor: R -7, alum. jacket Indoor: none Nibco F -918 -B Flanged Outdoor: R -7, alum. Jacket Indoor: R -3.3 BA VALVE MO Victauli TA Victauli TA Arm circus Seismic (besides normal hangers) Rigid attachment to structure Rigid attachment to structure Testing requirement field testing", none required none required NOTES: 1. MANUFACTURER TO PROVIDE FACTORY INSTALLED NON CHEMICAL WATER TREATMENT SYSTEM W /CONDUCTIVITY METER AND BLEED SOLENOID. 2. MANUFACTURER TO PROVIDE SPRING RETURN (FAIL TO 100% RA) ELECTRONIC DAMPER ACTUATORS, WIRED AND LINKED 3. MANUFACTURER TO PROVIDE SIGNALLING (PULSE -TYPE) WATER METER WITH TOTALIZER DIAL IN BLEED BRANCH PIPING (DEDUCT METER) E SWG = SUPPLY WALL MOUNTED GRILLE SDG = SUPPLY DUCT MOUNTED GRILLE VENTILATOR SCHEDULE DRIVE SCHEDULE EXPANSION TANK SCHEDULE i l l Si PROJECT: r OF f`' 1. 4 NM SABEY DATA CENTER SDC 52 3355 S. 120th Place Tukwila, WA 98168 REGISTRATION: REVISIONS: NO DATE SHEET TITLE: DESIGNED BY: T. MARINO DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET NUMBER: 05/14/08 PERMIT SET Tie Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE. WA 98124 1-800-669-6223 PORTLAND: 12021 NE AIRPORT WAY SUITE 0 PORTLAND, OR 97220 503 -331 -0234 I EXPIRES: 9-21-09 1 DESCRIPTION www.mckinatry,com McKINSTRY DIVISION: ENGINEERING B. HUCKINS 13. DAGGETT 8438 4 -07 -08 SEE DRAWING HVAC SCHEDULES AND ir.criVEo SPECIFICATIONS GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION 1. DESCRIPTION Building Name & Site Location - Sabey Data Center - SDC -52, Tukwila B u i l d i n g Dept. Contact - Mr. Allen Johnson, Phone 206-431-3670 2. DESIGN CODE AND STANDARDS Applicable Code (Edition /Name) - 2006 International Building Code (IBC) Code supplement & Date - see snow (rain factor) 3. DESIGN LOADS a. Roof Live Load b. Snow Load C. Seismic d. Wind Load See snow load Basic ground snow load - 25 psf Basic roof snow load - 25 psf Importance factor - 1.0, snow exposure factor - 1.0 Drifting snow is not required in the design. Ss = 1.406, S1 = 0.737, IE = 1.0, Site Class "D ", SDS = 0.938, SD1 = 0.323, Seismic Design Category = "0" and Seismic Use Group I. Basic Seismic Force Resisting System(s) = BFS W /Concrete Shear Walls CS = 0.2 (Ult.). Equivalent lateral force procedure was used. Basic wind speed 85 (mph). Exposure B. Importance factor 1.0. Collateral loads were not included in uplift design OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. FOUNDATION A SLABS THE FOUNDATION WAS DESIGNED WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 2500PSF, IN ACCORDANCE WITH SOILS REPORT NO. E- 2579 -13 DATED SEPTEMBER 23, 1988 PREPARED BY EARTH CONSULTANTS, INC. THE SITE SHALL BE PREPARED PER SOILS ENGINEER RECOMMENDATIONS. ALL FOOTINGS AND SLABS SHALL BEAR SOLELY ON MATERIAL PREPARED PER SOILS REPORT. ALL ENGINEERED FILL AND BACKFILL TO BE COMPACTED PER SOILS ENGINEER RECOMMENDATIONS. THE MAXIMUM DENSITY SHALL BE DETERMINED BY SOILS ENGINEER. ALL EXTERIOR FOOTINGS TO BE FOUNDED 18" MIN. BELOW FINAL GRADE. SEE ARCH. AND SOILS REPORT FOR SLAB ON GRADE UNDERLAYMENT. ALL EXTERIOR SIDEWALK AND INTERIOR SLABS SHALL BEAR ON SOILS PREPARED PER AND APPROVED BY SOILS ENGINEER AND HAVE AN ALLOWABLE BEARING CAPACITY OF AT LEAST 1000 PSF. CONCRETE F'c =4000 PSI. @ 28 DAYS 5 -1/2 SACKS MINIMUM CEMENT PER CUBIC YARD FOR ALL CONCRETE SLABS. F'c =3000 PSI. @ 28 DAYS 5 -1/2 SACKS MINIMUM CEMENT PER CUBIC YARD FOR ALL OTHER. USE TYPE I CEMENT. FOR SPECIAL CONDITIONS ANOTHER TYPE MAY BE REQUIRED. SUBMIT FOR APPROVAL. ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE ACI CODE 318. PROPORTIONING OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 4" MAXIMUM SLUMP (UNLESS SUPERPLASTICIZERS ARE USED) WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. FOR ADMIXTURES, SEE SPECIFICATIONS. MAXIMUM WATER /CEMENT RATIO = 0.49. 3/4" CHAMFER ALL EXPOSED EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. AIR ENTRAIN ALL HORIZONTAL CONCRETE EXPOSED TO WEATHER WITH 3% TO 6% AIR BY VOLUME. LIMIT WATER CEMENT RATIO TO 0.45 AND USE TYPE V CEMENT WHERE SOILS "WATER SOLUBLE SULFATE EXCEEDS 0.20 PERCENT BY WT. ADD NO WATER TO CONCRETE AT SITE. IF INCREASED WORKABILITY IS REQUIRED, CONTRACTOR IS TO SUBMIT A MIX DESIGN THAT WILL ALLOW THE ADDITION OF A FIXED AMOUNT WATER REDUCING AGENT OR A FIXED AMOUNT OF SUPER - PLASTICIZER AT THE CONCRETE PLANT. DO NOT USE FLY ASH OR OTHER, NON - PORTLAND CEMENT, CEMENTUOUS MATERIALS IN CONCRETE FOR THIS PROJECT. ACI 306R IS TO BE FOLLOWED FOR COLD WEATHER CONCRETING. THE TESTING LAB MUST APPROVE THE CONTRACTORS METHOD OF COMPLIANCE AND CERTIFY THEIR APPROVAL WITH EACH CONCRETE TEST CYLINDER THEY CAST. TESTING LAB TO NOTIFY THE ARCHITECT IMMEDIATELY BY FAX AND PHONE OF ANY NONCOMPLIANCE. REINFORCING STEEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 50 (fy= 60,000 psi) LAP CONTINUOUS REINFORCING BARS 44 BAR DIAMETERS, l' -10" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1' -10" BEND) TO BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES ". WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS. COVER TO MAIN REINFORCEMENT TO BE: BOTTOM OF FOOTINGS 3 INCHES FORMED SURFACES..WEATHER & EARTH FACE 1 -1/2 INCHES ..INTERIOR FACE 3/4 INCHES SHOULD THE REINFORCING SUPPLIER AND /OR DETAILER CHOOSE TO USE SOFT METRIC, EACH AND EVERY REBAR CALLOUT MUST BE INDICATED WITH BOTH SIZES WITH THE IMPERIAL SIZE FIRST THUS: " #4/ #13" NO EXCEPTIONS. A CONVERSION TABLE ALONE IS UNACCEPTABLE. WE WILL CHECK THE SHOP DRAWINGS TO THE IMPERIAL SIZES ONLY. IT WILL BE THE RESPONSIBILITY OF THE REINFORCING SUPPLIER AND THE GENERAL CONTRACTOR TO VERIFY THAT ALL CONVERSIONS TO METRIC SUPPLY AT LEAST THE SAME AREA OF STEEL AS THE IMPERIAL. REINFORCING STEEL WELDING USE ASTM A706 GRADE 60 (fy = 60,000 psi) FOR ANY REINFORCING THAT IS TO BE WELDED. FOLLOW PROCEDURES OF ANSI /AWS D1.4 -92, "STRUCTURAL WELDING CCDE - REINFORCING STEEL ". USE E8OXX LOW HYDROGEN ELECTRODES CONFORMING TO ANSI /AWS A5.1 OR A5.5. DO NOT WELD REINFORCING IF TEMPERATURE IS BELOW 32 DEGREES FAHRENHEIT. MAINTAIN A MINIMUM PREHEAT AND INTERPASS TEMPERATURE OF 50 DEGREES FAHRENHEIT FOR NO. 7 THROUGH NO.11 BARS. DO NOT WELD NO. 14 AND NO.18 BARS. DO NOT WELD WITHIN 3- INCHES OF BENDS. LET BARS COOL NATURALLY TO AMBIENT TEMPERATURE AFTER WELDING, DO NOT QUENCH. USE CERTIFIED WELDERS. PROVIDE SPECIAL INSPECTION PER CODE. SUBMIT MILL CERTIFICATES. STRUCTURAL STEEL AND MISCELLANEOUS STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", AND THE "CODE OF STANDARD PRACTICE ". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: WIDE FLANGE SHAPES ASTM A -992 (Fy= 50,000 PSI) OTHER SHAPES AND PLATES ASTM A -36 (Fy= 36,000 PSI) TUBE COLUMNS ASTM A -500, GRADE B (Fy =46,000 PSI) WELDHEAD STUDS ASTM A -108 (Fy= 55,000 PSI) ALL - THREAD ASTM F1554, GRADE 36 (Fy =36,000 PSI) MACHINE BOLTS ASTM A -307 HIGH STRENGTH BOLTS ASTM A -325N (U.N.O.) ALL STRUCTURAL STEEL BOLTED CONNECTIONS AT MECHANICAL PLATFORMS ARE ASTM A -325 TYPE N CONNECTIONS - BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. CONNECTIONS ARE NON -SLIP CRITICAL AND BOLTS NEED BE TIGHTENED "SNUG TIGHT" ONLY EXCEPT AT FRAMES. AT MECHANICAL PLATFORM FRAMES PROVIDE A325SC SLIP CRITICAL BOLTS AT CONNECTIONS PER SECTIONS A -2.2 AND E -2.2. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A -325 BOLTS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" (11/13/85). PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS AS NOTED ON DRAWINGS. ALL WELDING TO CONFORM WITH AWS D1.1 "CODE FOR WELDING IN BUILDING CONSTRUCTION ". WELDS NOT SPECIFIED SHALL BE 1/4 ", CONTINUOUS FILLET MINIMUM. ALL WELDS BY CERTIFIED WELDERS. USE FRESH 70XX ELECTRODES FOR MANUAL SHIELDED METAL -ARC WELDING OR EQUAL ELECTRODES. WELDHEAD STUDS (WHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. LIGHT GAGE STEEL FRAMING AND DECKING (SEE DRAWINGS) SPRINKLER SUPPORT NOTES 1. THE FOLLOWING CRITERIA IS A MINIMUM LEVEL REQUIRED. THE FIRE PROTECTION DESIGNER /DRAWINGS MAY SET FORTH MORE STRINGENT REQUIREMENTS AT THEIR DISCRETION. REFER TO MBS DRAWINGS FOR THE MAXIMUM LOAD THAT THE ROOF TRUSSES CAN SUPPORT WITH A PARTICULAR TYPE OF HANGER. 2a. ALL SPRINKLER PIPE LARGER THAN 3" NOMINAL DIAMETER IS TO BE CONSIDERED A "MAIN" FOR THE PURPOSE OF THESE NOTES. b. THE BIDS FOR BOTH THE SPRINKLER & JOISTS ARE TO INCLUDE ALL HANGERS, BRACES, ETC., AND ACCOUNT FOR THE LOADS INDICATED. FIRE PROTECTION DESIGNER IS RESPONSIBLE FOR COORDINATING THEIR DESIGN WITH THE TYPE OF SUPPORTING MEMBERS TO BE USED FOR SUPPORT OF THEIR LINES (I.E. OWJ, TRUSS - PURLING, GIRDERS, ETC.) 3a. ALL MAINS RUNNING PERPENDICULAR TO THE JOISTS ARE TO BE VERTICALLY SUPPORTED NO FARTHER APART THAN AT EVERY OTHER JOIST (I.E. 10 FEET). b. EACH JOIST THAT IS CROSSED BY A MAIN IS TO BE DESIGNED FOR THE VERTICAL SUPPORT LOAD BASED ON SUPPORTS AT EVERY OTHER JOIST. 4. ALL MAINS RUNNING PARALLEL TO THE JOISTS MUST BE: a. PLACED MID -WAY BETWEEN TWO JOISTS & BE TRAPEZED SO EACH JOIST SUPPORTS HALF THE LOAD. b. SUPPORTED AT 10' -0" 0/C MAXIMUM. 5. USE THE FOLLOWINGS WEIGHTS FOR SPRINKLER VERTICAL SUPPORT DESIGN: PIPE WT. PER SIZE FOOT VERTICAL JOIST LOAD EXAMPLE: 8" 51# GIVEN: 8" DIAMETER MAIN TRUSSES @ 5' 0/C 6" 32# FIND: JOIST DESIGN LOAD 5" 24# SOLN: 51 # /FT X 10' = 510# 4" 17# ADDN'L PER NFPA #13 = 250# 3 -1/2" 14# 760 # /HGR ALL HANGERS TO BE DESIGNED, SUPPLIED & INSTALLED BY THE SPRINKLER SUPPLIER. 6. SPRINKLER LATERAL SWAY BRACING, FOR SEISMIC DESIGN CATEGORY C, D, E, F (AT 90 DEGREES TO 2 -1/2" NOM. DIA. & LARGER PIPE) TO BE: a. SPACED A MAXIMUM OF 40 FT. OR AS ALLOWED BY N.F.P.A. #13. b. BRACED FROM THE MAIN TO A ROOF STRUCTURAL MEMBER WITH CONNECTIONS DESIGNED & INSTALLED BY THE SPRINKLER SUPPLIER. c. DESIGNED FOR A LATERAL LOAD OF THE WEIGHT PER FOOT OF WATER FILLED PIPE TIMES THE SWAY BRACE SPACING, PLUS THE WEIGHT OF TRIBUTARY BRANCH LINE WATER FILLED PIPE. d. CROSS MAIN BRACING MUST BE ADEQUATELY FASTENED TO THE MAIN FRAME BEAMS. 7. THE SPRINKLER DESIGNER IS TO PROVIDE THE CONTRACTOR, ARCHITECT, ENW & THE ROOF SUPPLIER WITH LOCATIONS AND DETAILS OF HANGER AND SWAY BRACE ATTACHMENTS WITH THEIR DESIGN LOADS, SO THESE LOADS CAN BE DESIGNED INTO THE JOISTS, ETC. 8. THE SPRINKLER CONTRACTOR /DESIGNER SHALL SUBMIT: a. PLAN WITH LOCATIONS AND LOADS OF ALL HANGERS. b. DETAILS AND CAPACITIES OF ALL HANGERS USED. 9. THE MBS ROOF DESIGNER TO PROVIDE & INSTALL ADDITIONAL BRACES TO TAKE THE SWAY BRACE LOAD FROM THE SWAY BRACE INTO THE ROOF LATERAL RESISTING SYSTEM. SPECIAL INSPECTIONS INSPECTIONS ARE TO BE PER THE CODE INDICATED ABOVE AND ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE BUILDING DEPT. AND THE ARCHITECT. INSPECT ALL SHOP WELDING UNLESS THE SHOP IS CERTIFIED LOCAL BUILDING DEPARTMENT. FOUNDATION: SOILS ENGINEER TO INSPECT FOOTING EXCAVATIONS AND PROVIDE COMPACTION TESTS AS NOTED ABOVE. CONCRETE: TAKE CONCRETE CYLINDERS AS REQUIRED, VERIFY SLUMP AND STRENGTH. SPECIAL INSPECTION IS REQUIRED DURING THE TAKING OF TEST SPECIMENS AND PLACING OF ALL REINFORCED CONCRETE. REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH THESE DRAWINGS. CHECK FOR REQUIRED COVER, SIZE, SPACING, LAP AND GRADE. SPECIAL INSPECTION IS REQUIRED DURING THE PLACING OF REINFORCING STEEL. CONCRETE ANCHORS ALL FIELD INSTALLATION OF CONCRETE ANCHORS & ANCHOR BOLTS & ANCHOR BOLTS: ARE TO BE IN ACCORDANCE WITH CODE APPROVAL AND REQUIRE SPECIAL INSPECTION. (CONCRETE ANCHORS INCLUDE DRILLED IN ANCHORS & EPDXY ANCHORS IF SHOWN ON THESE DRAWINGS). WELDING: SPECIAL INSPECTION IS REQUIRED DURING ALL STRUCTURAL WELDING. INSPECT ALL FIELD WELDING - VERIFY CERTIFICATION OF WELDERS. CONTRACTOR SHALL PAY FOR REWELDING AND REINSPECTION OF ALL WELDS NOT MEETING SPECS. INSPECTOR SHALL NOTIFY STRUCTURAL ENGINEER OF WELDS NOT MEETING SPECS. SHOP DRAWINGS SUBMIT 2 SETS OF PRINTS OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: STRUCTURAL STEEL, MISCELLANEOUS STEEL AND REINFORCING STEEL. WHEN SHOP DRAWING SUPPLIER MAKES A CHANGE FROM THESE DRAWINGS IT IS TO BE CLEARLY FLAGGED AND CLOUDED. CHANGES NOT FLAGGED AND CLOUDED ARE TO BE CONSIDERED AS UNACCEPTABLE EVEN WITHOUT BEING COMMENTED ON IN THE SHOP DRAWING REVIEW PROCESS. THE SUPPLIER OF THE ITEM CONTAINING THE CHANGE SHALL BE RESPONSIBLE FOR CHANGING THE ITEM BACK TO AGREE WITH THESE DRAWINGS AT NO COST TO THE OWNER AT E.N.W.'S OPTION. "SHOP DRAWINGS ARE AN ERECTION AID, AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENT OVER THE SHOP DRAWINGS... ". SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. NOTE TO MECHANICAL AND ELECTRICAL TRADES CONTRACTOR SHALL SUBMIT PLANS SHOWING LOCATION, LOAD AND ANCHORAGE OF ALL HANGERS SUPPORTING ANY MECHANICAL, ELECTRICAL, PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS. ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDED IN THESE PLANS AND SHALL SHOW LOADS AND LOCATIONS. THESE SHALL BE SUBMITTED TO ENGINEERS NORTHWEST FOR REVIEW PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT. SEE DETAILS ON DRAWING S -5 FOR SUPPORTING LOADS FROM ROOF JOISTS. ALL DETAILS OF CONNECTIONS TO THE STRUCTURE FOR EQUIPMENT SHALL BE BY THE SUPPLIER OF THAT EQUIPMENT. THE BUILDING DEPARTMENT REQUIRES A SUBMITTAL FOR PLAN CHECK REGARDING THE DESIGN OF THESE DETAILS, IT IS THE RESPONSIBILITY OF THE EQUIPMENT SUPPLIER TO PROVIDE THIS SUBMITTAL. ABBREVIATIONS B. OR BOT. = BOTTOM O.T.O. C . I .P. = CAST IN PLACE REINF. C L R . = CLEAR R.O. C ANT. = CONTINUOUS SW EL. OR ELEV. = ELEVATION SIM. E.N.W. OR ENW = ENGINEERS NORTHWEST SYMM. E.F. = EACH FACE T. E.W. = EACH WAY T.O.F. F.O.C. = FACE OF CONCRETE TYP. F.O.W. = FACE OF WALL FTG. = FOOTING U.N.O. H. OR HORIZ. = HORIZONTAL H.S.S. = HOLLOW STRUCTURAL SECTION = INTERNATIONAL CONFERENCE V. OR VERT. I.C.B.O. OF BUILDING OFFICIALS V.I.F. I.F. = INSIDE FACE N.T.S. O.F. = NOT TO SCALE = OUTSIDE FACE V.O.F. W.A.B.O. = OUT TO OUT = REINFORCING = ROUGH OPENING = SHEARWALL = SIMILAR = SYMMETRICAL = TOP = TOP OF FOOTING = TYPICAL AT ALL SIMILAR PLACES = UNLESS NOTED OTHERWISE = VERTICAL = VERTICAL INSIDE FACE = VERTICAL OUTSIDE FACE = WASHINGTON ASSOC. OF BUILDING OFFICIALS COVED +41 v (.) : •n II( \Aji§ L W ' i AI- ?Ilk NORTHWEST z 0 cg 1M 0 a . te , © V 0 L, 0 c (V CN CD N- CO co N N F- 1.0 CA a) N Go CN 0 N LL E 0 U • 0 11 CV ENGINEERS - NORTHWEST INC. P.S. calS1 INC QUEERS 6869 WOODLAWN AVE. N.E. SEATTLE WASHINGTON 98115 (206) 525-7560 SABEY DATA CENTER SDC52 INTERGATE EAST CAMPUS 3355 S. 120th Place Tukwila, WA 98168 ISSUED / REVISED DATE PERMIT SET 12/20/2007 PERMIT REVISION 01/25/2008 CONSTRUCTION DOCUMENTS 03/05/2008 DATA CENTER EQUIPMENT PLAN sou l GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION 1. DESCRIPTION Building Name & Site Location - Sabey Data Center - SDC -52, Tukwila B u i l d i n g Dept. Contact - Mr. Allen Johnson, Phone 206-431-3670 2. DESIGN CODE AND STANDARDS Applicable Code (Edition /Name) - 2006 International Building Code (IBC) Code supplement & Date - see snow (rain factor) 3. DESIGN LOADS a. Roof Live Load b. Snow Load C. Seismic d. Wind Load See snow load Basic ground snow load - 25 psf Basic roof snow load - 25 psf Importance factor - 1.0, snow exposure factor - 1.0 Drifting snow is not required in the design. Ss = 1.406, S1 = 0.737, IE = 1.0, Site Class "D ", SDS = 0.938, SD1 = 0.323, Seismic Design Category = "0" and Seismic Use Group I. Basic Seismic Force Resisting System(s) = BFS W /Concrete Shear Walls CS = 0.2 (Ult.). Equivalent lateral force procedure was used. Basic wind speed 85 (mph). Exposure B. Importance factor 1.0. Collateral loads were not included in uplift design OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. FOUNDATION A SLABS THE FOUNDATION WAS DESIGNED WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 2500PSF, IN ACCORDANCE WITH SOILS REPORT NO. E- 2579 -13 DATED SEPTEMBER 23, 1988 PREPARED BY EARTH CONSULTANTS, INC. THE SITE SHALL BE PREPARED PER SOILS ENGINEER RECOMMENDATIONS. ALL FOOTINGS AND SLABS SHALL BEAR SOLELY ON MATERIAL PREPARED PER SOILS REPORT. ALL ENGINEERED FILL AND BACKFILL TO BE COMPACTED PER SOILS ENGINEER RECOMMENDATIONS. THE MAXIMUM DENSITY SHALL BE DETERMINED BY SOILS ENGINEER. ALL EXTERIOR FOOTINGS TO BE FOUNDED 18" MIN. BELOW FINAL GRADE. SEE ARCH. AND SOILS REPORT FOR SLAB ON GRADE UNDERLAYMENT. ALL EXTERIOR SIDEWALK AND INTERIOR SLABS SHALL BEAR ON SOILS PREPARED PER AND APPROVED BY SOILS ENGINEER AND HAVE AN ALLOWABLE BEARING CAPACITY OF AT LEAST 1000 PSF. CONCRETE F'c =4000 PSI. @ 28 DAYS 5 -1/2 SACKS MINIMUM CEMENT PER CUBIC YARD FOR ALL CONCRETE SLABS. F'c =3000 PSI. @ 28 DAYS 5 -1/2 SACKS MINIMUM CEMENT PER CUBIC YARD FOR ALL OTHER. USE TYPE I CEMENT. FOR SPECIAL CONDITIONS ANOTHER TYPE MAY BE REQUIRED. SUBMIT FOR APPROVAL. ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE ACI CODE 318. PROPORTIONING OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 4" MAXIMUM SLUMP (UNLESS SUPERPLASTICIZERS ARE USED) WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. FOR ADMIXTURES, SEE SPECIFICATIONS. MAXIMUM WATER /CEMENT RATIO = 0.49. 3/4" CHAMFER ALL EXPOSED EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. AIR ENTRAIN ALL HORIZONTAL CONCRETE EXPOSED TO WEATHER WITH 3% TO 6% AIR BY VOLUME. LIMIT WATER CEMENT RATIO TO 0.45 AND USE TYPE V CEMENT WHERE SOILS "WATER SOLUBLE SULFATE EXCEEDS 0.20 PERCENT BY WT. ADD NO WATER TO CONCRETE AT SITE. IF INCREASED WORKABILITY IS REQUIRED, CONTRACTOR IS TO SUBMIT A MIX DESIGN THAT WILL ALLOW THE ADDITION OF A FIXED AMOUNT WATER REDUCING AGENT OR A FIXED AMOUNT OF SUPER - PLASTICIZER AT THE CONCRETE PLANT. DO NOT USE FLY ASH OR OTHER, NON - PORTLAND CEMENT, CEMENTUOUS MATERIALS IN CONCRETE FOR THIS PROJECT. ACI 306R IS TO BE FOLLOWED FOR COLD WEATHER CONCRETING. THE TESTING LAB MUST APPROVE THE CONTRACTORS METHOD OF COMPLIANCE AND CERTIFY THEIR APPROVAL WITH EACH CONCRETE TEST CYLINDER THEY CAST. TESTING LAB TO NOTIFY THE ARCHITECT IMMEDIATELY BY FAX AND PHONE OF ANY NONCOMPLIANCE. REINFORCING STEEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 50 (fy= 60,000 psi) LAP CONTINUOUS REINFORCING BARS 44 BAR DIAMETERS, l' -10" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1' -10" BEND) TO BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES ". WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS. COVER TO MAIN REINFORCEMENT TO BE: BOTTOM OF FOOTINGS 3 INCHES FORMED SURFACES..WEATHER & EARTH FACE 1 -1/2 INCHES ..INTERIOR FACE 3/4 INCHES SHOULD THE REINFORCING SUPPLIER AND /OR DETAILER CHOOSE TO USE SOFT METRIC, EACH AND EVERY REBAR CALLOUT MUST BE INDICATED WITH BOTH SIZES WITH THE IMPERIAL SIZE FIRST THUS: " #4/ #13" NO EXCEPTIONS. A CONVERSION TABLE ALONE IS UNACCEPTABLE. WE WILL CHECK THE SHOP DRAWINGS TO THE IMPERIAL SIZES ONLY. IT WILL BE THE RESPONSIBILITY OF THE REINFORCING SUPPLIER AND THE GENERAL CONTRACTOR TO VERIFY THAT ALL CONVERSIONS TO METRIC SUPPLY AT LEAST THE SAME AREA OF STEEL AS THE IMPERIAL. REINFORCING STEEL WELDING USE ASTM A706 GRADE 60 (fy = 60,000 psi) FOR ANY REINFORCING THAT IS TO BE WELDED. FOLLOW PROCEDURES OF ANSI /AWS D1.4 -92, "STRUCTURAL WELDING CCDE - REINFORCING STEEL ". USE E8OXX LOW HYDROGEN ELECTRODES CONFORMING TO ANSI /AWS A5.1 OR A5.5. DO NOT WELD REINFORCING IF TEMPERATURE IS BELOW 32 DEGREES FAHRENHEIT. MAINTAIN A MINIMUM PREHEAT AND INTERPASS TEMPERATURE OF 50 DEGREES FAHRENHEIT FOR NO. 7 THROUGH NO.11 BARS. DO NOT WELD NO. 14 AND NO.18 BARS. DO NOT WELD WITHIN 3- INCHES OF BENDS. LET BARS COOL NATURALLY TO AMBIENT TEMPERATURE AFTER WELDING, DO NOT QUENCH. USE CERTIFIED WELDERS. PROVIDE SPECIAL INSPECTION PER CODE. SUBMIT MILL CERTIFICATES. STRUCTURAL STEEL AND MISCELLANEOUS STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", AND THE "CODE OF STANDARD PRACTICE ". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: WIDE FLANGE SHAPES ASTM A -992 (Fy= 50,000 PSI) OTHER SHAPES AND PLATES ASTM A -36 (Fy= 36,000 PSI) TUBE COLUMNS ASTM A -500, GRADE B (Fy =46,000 PSI) WELDHEAD STUDS ASTM A -108 (Fy= 55,000 PSI) ALL - THREAD ASTM F1554, GRADE 36 (Fy =36,000 PSI) MACHINE BOLTS ASTM A -307 HIGH STRENGTH BOLTS ASTM A -325N (U.N.O.) ALL STRUCTURAL STEEL BOLTED CONNECTIONS AT MECHANICAL PLATFORMS ARE ASTM A -325 TYPE N CONNECTIONS - BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. CONNECTIONS ARE NON -SLIP CRITICAL AND BOLTS NEED BE TIGHTENED "SNUG TIGHT" ONLY EXCEPT AT FRAMES. AT MECHANICAL PLATFORM FRAMES PROVIDE A325SC SLIP CRITICAL BOLTS AT CONNECTIONS PER SECTIONS A -2.2 AND E -2.2. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A -325 BOLTS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" (11/13/85). PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS AS NOTED ON DRAWINGS. ALL WELDING TO CONFORM WITH AWS D1.1 "CODE FOR WELDING IN BUILDING CONSTRUCTION ". WELDS NOT SPECIFIED SHALL BE 1/4 ", CONTINUOUS FILLET MINIMUM. ALL WELDS BY CERTIFIED WELDERS. USE FRESH 70XX ELECTRODES FOR MANUAL SHIELDED METAL -ARC WELDING OR EQUAL ELECTRODES. WELDHEAD STUDS (WHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. LIGHT GAGE STEEL FRAMING AND DECKING (SEE DRAWINGS) SPRINKLER SUPPORT NOTES 1. THE FOLLOWING CRITERIA IS A MINIMUM LEVEL REQUIRED. THE FIRE PROTECTION DESIGNER /DRAWINGS MAY SET FORTH MORE STRINGENT REQUIREMENTS AT THEIR DISCRETION. REFER TO MBS DRAWINGS FOR THE MAXIMUM LOAD THAT THE ROOF TRUSSES CAN SUPPORT WITH A PARTICULAR TYPE OF HANGER. 2a. ALL SPRINKLER PIPE LARGER THAN 3" NOMINAL DIAMETER IS TO BE CONSIDERED A "MAIN" FOR THE PURPOSE OF THESE NOTES. b. THE BIDS FOR BOTH THE SPRINKLER & JOISTS ARE TO INCLUDE ALL HANGERS, BRACES, ETC., AND ACCOUNT FOR THE LOADS INDICATED. FIRE PROTECTION DESIGNER IS RESPONSIBLE FOR COORDINATING THEIR DESIGN WITH THE TYPE OF SUPPORTING MEMBERS TO BE USED FOR SUPPORT OF THEIR LINES (I.E. OWJ, TRUSS - PURLING, GIRDERS, ETC.) 3a. ALL MAINS RUNNING PERPENDICULAR TO THE JOISTS ARE TO BE VERTICALLY SUPPORTED NO FARTHER APART THAN AT EVERY OTHER JOIST (I.E. 10 FEET). b. EACH JOIST THAT IS CROSSED BY A MAIN IS TO BE DESIGNED FOR THE VERTICAL SUPPORT LOAD BASED ON SUPPORTS AT EVERY OTHER JOIST. 4. ALL MAINS RUNNING PARALLEL TO THE JOISTS MUST BE: a. PLACED MID -WAY BETWEEN TWO JOISTS & BE TRAPEZED SO EACH JOIST SUPPORTS HALF THE LOAD. b. SUPPORTED AT 10' -0" 0/C MAXIMUM. 5. USE THE FOLLOWINGS WEIGHTS FOR SPRINKLER VERTICAL SUPPORT DESIGN: PIPE WT. PER SIZE FOOT VERTICAL JOIST LOAD EXAMPLE: 8" 51# GIVEN: 8" DIAMETER MAIN TRUSSES @ 5' 0/C 6" 32# FIND: JOIST DESIGN LOAD 5" 24# SOLN: 51 # /FT X 10' = 510# 4" 17# ADDN'L PER NFPA #13 = 250# 3 -1/2" 14# 760 # /HGR ALL HANGERS TO BE DESIGNED, SUPPLIED & INSTALLED BY THE SPRINKLER SUPPLIER. 6. SPRINKLER LATERAL SWAY BRACING, FOR SEISMIC DESIGN CATEGORY C, D, E, F (AT 90 DEGREES TO 2 -1/2" NOM. DIA. & LARGER PIPE) TO BE: a. SPACED A MAXIMUM OF 40 FT. OR AS ALLOWED BY N.F.P.A. #13. b. BRACED FROM THE MAIN TO A ROOF STRUCTURAL MEMBER WITH CONNECTIONS DESIGNED & INSTALLED BY THE SPRINKLER SUPPLIER. c. DESIGNED FOR A LATERAL LOAD OF THE WEIGHT PER FOOT OF WATER FILLED PIPE TIMES THE SWAY BRACE SPACING, PLUS THE WEIGHT OF TRIBUTARY BRANCH LINE WATER FILLED PIPE. d. CROSS MAIN BRACING MUST BE ADEQUATELY FASTENED TO THE MAIN FRAME BEAMS. 7. THE SPRINKLER DESIGNER IS TO PROVIDE THE CONTRACTOR, ARCHITECT, ENW & THE ROOF SUPPLIER WITH LOCATIONS AND DETAILS OF HANGER AND SWAY BRACE ATTACHMENTS WITH THEIR DESIGN LOADS, SO THESE LOADS CAN BE DESIGNED INTO THE JOISTS, ETC. 8. THE SPRINKLER CONTRACTOR /DESIGNER SHALL SUBMIT: a. PLAN WITH LOCATIONS AND LOADS OF ALL HANGERS. b. DETAILS AND CAPACITIES OF ALL HANGERS USED. 9. THE MBS ROOF DESIGNER TO PROVIDE & INSTALL ADDITIONAL BRACES TO TAKE THE SWAY BRACE LOAD FROM THE SWAY BRACE INTO THE ROOF LATERAL RESISTING SYSTEM. SPECIAL INSPECTIONS INSPECTIONS ARE TO BE PER THE CODE INDICATED ABOVE AND ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE BUILDING DEPT. AND THE ARCHITECT. INSPECT ALL SHOP WELDING UNLESS THE SHOP IS CERTIFIED LOCAL BUILDING DEPARTMENT. FOUNDATION: SOILS ENGINEER TO INSPECT FOOTING EXCAVATIONS AND PROVIDE COMPACTION TESTS AS NOTED ABOVE. CONCRETE: TAKE CONCRETE CYLINDERS AS REQUIRED, VERIFY SLUMP AND STRENGTH. SPECIAL INSPECTION IS REQUIRED DURING THE TAKING OF TEST SPECIMENS AND PLACING OF ALL REINFORCED CONCRETE. REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH THESE DRAWINGS. CHECK FOR REQUIRED COVER, SIZE, SPACING, LAP AND GRADE. SPECIAL INSPECTION IS REQUIRED DURING THE PLACING OF REINFORCING STEEL. CONCRETE ANCHORS ALL FIELD INSTALLATION OF CONCRETE ANCHORS & ANCHOR BOLTS & ANCHOR BOLTS: ARE TO BE IN ACCORDANCE WITH CODE APPROVAL AND REQUIRE SPECIAL INSPECTION. (CONCRETE ANCHORS INCLUDE DRILLED IN ANCHORS & EPDXY ANCHORS IF SHOWN ON THESE DRAWINGS). WELDING: SPECIAL INSPECTION IS REQUIRED DURING ALL STRUCTURAL WELDING. INSPECT ALL FIELD WELDING - VERIFY CERTIFICATION OF WELDERS. CONTRACTOR SHALL PAY FOR REWELDING AND REINSPECTION OF ALL WELDS NOT MEETING SPECS. INSPECTOR SHALL NOTIFY STRUCTURAL ENGINEER OF WELDS NOT MEETING SPECS. SHOP DRAWINGS SUBMIT 2 SETS OF PRINTS OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: STRUCTURAL STEEL, MISCELLANEOUS STEEL AND REINFORCING STEEL. WHEN SHOP DRAWING SUPPLIER MAKES A CHANGE FROM THESE DRAWINGS IT IS TO BE CLEARLY FLAGGED AND CLOUDED. CHANGES NOT FLAGGED AND CLOUDED ARE TO BE CONSIDERED AS UNACCEPTABLE EVEN WITHOUT BEING COMMENTED ON IN THE SHOP DRAWING REVIEW PROCESS. THE SUPPLIER OF THE ITEM CONTAINING THE CHANGE SHALL BE RESPONSIBLE FOR CHANGING THE ITEM BACK TO AGREE WITH THESE DRAWINGS AT NO COST TO THE OWNER AT E.N.W.'S OPTION. "SHOP DRAWINGS ARE AN ERECTION AID, AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENT OVER THE SHOP DRAWINGS... ". SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. NOTE TO MECHANICAL AND ELECTRICAL TRADES CONTRACTOR SHALL SUBMIT PLANS SHOWING LOCATION, LOAD AND ANCHORAGE OF ALL HANGERS SUPPORTING ANY MECHANICAL, ELECTRICAL, PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS. ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDED IN THESE PLANS AND SHALL SHOW LOADS AND LOCATIONS. THESE SHALL BE SUBMITTED TO ENGINEERS NORTHWEST FOR REVIEW PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT. SEE DETAILS ON DRAWING S -5 FOR SUPPORTING LOADS FROM ROOF JOISTS. ALL DETAILS OF CONNECTIONS TO THE STRUCTURE FOR EQUIPMENT SHALL BE BY THE SUPPLIER OF THAT EQUIPMENT. THE BUILDING DEPARTMENT REQUIRES A SUBMITTAL FOR PLAN CHECK REGARDING THE DESIGN OF THESE DETAILS, IT IS THE RESPONSIBILITY OF THE EQUIPMENT SUPPLIER TO PROVIDE THIS SUBMITTAL. ABBREVIATIONS B. OR BOT. = BOTTOM O.T.O. C . I .P. = CAST IN PLACE REINF. C L R . = CLEAR R.O. C ANT. = CONTINUOUS SW EL. OR ELEV. = ELEVATION SIM. E.N.W. OR ENW = ENGINEERS NORTHWEST SYMM. E.F. = EACH FACE T. E.W. = EACH WAY T.O.F. F.O.C. = FACE OF CONCRETE TYP. F.O.W. = FACE OF WALL FTG. = FOOTING U.N.O. H. OR HORIZ. = HORIZONTAL H.S.S. = HOLLOW STRUCTURAL SECTION = INTERNATIONAL CONFERENCE V. OR VERT. I.C.B.O. OF BUILDING OFFICIALS V.I.F. I.F. = INSIDE FACE N.T.S. O.F. = NOT TO SCALE = OUTSIDE FACE V.O.F. W.A.B.O. = OUT TO OUT = REINFORCING = ROUGH OPENING = SHEARWALL = SIMILAR = SYMMETRICAL = TOP = TOP OF FOOTING = TYPICAL AT ALL SIMILAR PLACES = UNLESS NOTED OTHERWISE = VERTICAL = VERTICAL INSIDE FACE = VERTICAL OUTSIDE FACE = WASHINGTON ASSOC. OF BUILDING OFFICIALS COVED +41 v (.) : •n II( \Aji§ L W ' i AI- ?Ilk NORTHWEST z 0 cg 1M 0 a . te , © V 0 L, 0 c (V CN CD N- CO co N N F- 1.0 CA a) N Go CN 0 N LL E 0 U • 0 11 CV ENGINEERS - NORTHWEST INC. P.S. calS1 INC QUEERS 6869 WOODLAWN AVE. N.E. SEATTLE WASHINGTON 98115 (206) 525-7560 EXISTING FOOTING SCHEDULE MARK SIZE REINF. F6.5 6'- 6 "x6'-- 6 "x1' --2" 7 #6 BOT. E.W. F9.0 9'- 0 "x9'- 0 "x1' -8" 9 #7 BOT. E.W. F9.5 9'- 6 "x9'- 6 "x1' -9" 10 #7 BOT. E.W. F10.0 10' -O » x10'- 0 "x1' -10" 11 #7 BOT. E.W. F10.5 10` -6 "x10'- 6 "x1' - -11" 12 #7 BOT. E.W. F11.0 11' -O » x11'-- 0 "x2' -0" 14 #7 BOT. E.W. F11.5 11' -6 "x11' - 6'x2' -2" 14 #7 BOT. E.W. F12.0 12' -0 "x12 O "x2' -3" 15 #7 BOT. E.W. F12.5 12' -6 "x12'- 6 "x2' -4" 16 #7 BOT. E.W. F13.0 13' -0 "x13'- 0 "x2' -5" 18 #7 BOT. E.W. F13.5 13' -6 "x13'- 6 "x2' -6" 20 #7 BOT. E.W. I CO N R O s 4 I 0 R O O ro 0 r) 0 ro A 1' -6" 27' -1" TYP. GRID A F9.5 ( - 30') Q BEAMS ABOVE -NEW UPS 10,000LB ON SLAB F12.5 F12.5 F12.5 27 '_ 4 3" F12.5 F12.5 F12.5 27' -42" F12.5 27' -94" 29 '_ 4 " 0 { it F12.5 F12.5 F12.5 27' -9" 24' -6i 27' --94" 29' -4a" EXIST. 10" STR. SLAB F12.5 F12.5 F12.5 1 f°' F13.0 26'-2" NOTE; F13.0 F12.5 26' -2 " L�J 7 " F13.0 F13.5 F13.0 F12.5 26' -2" s,, F12.5 .n. FOUNDATION PLAN T ' - 1' -0 27' -9 I, 58.1 F12.5 F12.5 27' -9" F12.5 F12.5 27• - 9 " ` . F12.5 27' -9 ( -35') F12.5 F12.5 27' -9" 27' -9 " 25' -72" F12.5 F12.5 F12.5 F12.5 F12.5 F12.5 BEAMS ABOVE F12.5 1' -0" NEW SLAB ( - 35') F12.0 0 rdi R O I O O 0 0 to 0 r7 O I 0 r) O I 1 1 1 1 0 cv co 9 ,T "gCLEIVE :s fi'fY `1'1 }{ kAtii 4211(0) c»NSULANG ENGINEERS 6869 WOODLAWN AVE N.E SEATTLE WASHINGCON 98115 (206) 525 -7560 PERMIT SET 1 PERMIT REVISION CONSTRUCTION DOCUMENTS w 2 F- w w [r w H z ISSUED / REVISED DATA CENTER EQUIPMENT PLAN 4 -' N 03 C EC) w cc C Cf1 • a) • 0 LC) J y r - - (7) U O<co( o 0,1 w ▪ COcx .0 rte , - . �,(.CNCO (17 O L 4 Q N • N N 0 w •- LL. U7H G C C CD in 0 w . N 0 (0 Q DATE 12/20/2007 01/25/2008 03/05/2008 AS —BUILT 2nd FLOOR BEAM SCHEDULE MARK SIZE NUMBER OF 4 "0x32" W.H.S. REMARKS 2B1 W21x44 16 01/25/2008 2B2 W24x68 38 DOCUMENTS 2B3 W27x84 40 2B4 W24x76 42 2B5 W30x99 36 2B6 W27x84 50 2B7 W27x84 70 DATA CENTER EQUIPMENT PLAN 2B8 W24x76 58 2B9 W18x35 16 2B10 W27x84 16 2B11 W21x50 16 2B12 W30x99 24 GR.50 1 0 v -- 1 'ft (NI 0 0 0 0 0 r+5 1'- " 8 1' -6" 1" 28 '_ 5 " a- 9` -0" 9 , -0 2" 9' -14" 9' -14" 9 , 9' -14" 9' --14" 9' -14" 4 + - k 1' -6" —3 » 9 -3 " r SECTION -r 9' -3" 9' -3" 9' -3" 9' -3" __ .g' 3" 1'— SEE PLAN EXIST. L3x x 1' -0" w /4x4x* C END & 4 0 EXP. BOLT SPACE CD 4' -0 "oc 52" EXIST. WALL LOWER PORTION TO BE REMOVED AT GRID ®A FIELD VFY. AS —BUILT /,`" // / , 1 1 Q EXIST. L4x4x* CSC 7' -6 "o0 B - " = 1' — O" a + - -F- 1 8' —©.1." 8' -9 " 8 ' -8 i" 8' -9„ 8'-84" 8 , -9 " 8 ._ $'_g 8 P — I— -4 2 .^ FIRST PURLIN 27' -9 " 1_. 26' -2" 28'_7" 3' -32 I- I F f 1' 10" CONC. WALL EXIST. 5i" CONC. WALL I U) N) 0 - CO 0 r7 9' -3" 5 —111 NOTES: 1.) TOP OF STEEL ELEVATION 19' -5 " TYP. U.N.O. 2.) NO NEW EQUIPMENT OR PENETRATIONS THIS FLOOR. tr 24'-6" 27' -9" 27' -9i" 27' -9a" 29' 2nd FLOOR FRAMING PLAN Q i s" = 1 -0 9' -3" 9` -3" 9' -3" g' _ 9' -3" 9' -3" I 9' -3 34' -3i (3 0 19' -7" 9' -3" 9' -3" 9 '_ 3 9' -3" j8'- 62"8'_6 "8' -61' 8 ' - 6 2" 8 '_ 6 2" " 8' -5z 8' -52" a 41 25' -41" 33 ' - 4" 25' -71" 24' -94 IN U V) 0 Z NOTE: ALL OTHER BEAMS SHALL HAVE " t WHS CD 2' -0" MIN. 1' -6" 8' -51 " 2 0) N 0 0 M O ro 0 r) 0 0 r7 NEW 10" CONC. WALL 0 EXIST. 51" of �`� r7 CONC. WALL iqr:CEIVE n fry o F° 11 II/en,rt; M, \Y I J.. 4 2.11k • I. Q' z Q U) est U D co Q N NORTHWEST a O 0 N - ENGINEERS - NORTHWEST INC. P.S. mom Eta 6869 WOMAN AVE. N.E SEATTLE WASHINGTON 98115 (206) 525 -7560 0 C 0 } • Q O C m LI_ Q Cr) N Q C O 6) C 0 C tS) LO Et N (D (0 N N »� Q Q E 0 U C 0 U) 0 CONC. WALL CONC. WALL CONC. WALL SABEY DATA CENTER SDC52 INTERGATE EAST CAMPUS 3355 S. 120th Place Tukwila, WA 98168 ISSUED / REVISED DATE PERMIT SET 12/20/2007 PERMIT REVISION 01/25/2008 CONSTRUCTION DOCUMENTS 03/05/2008 DATA CENTER EQUIPMENT PLAN S 21 1 0 v -- 1 'ft (NI 0 0 0 0 0 r+5 1'- " 8 1' -6" 1" 28 '_ 5 " a- 9` -0" 9 , -0 2" 9' -14" 9' -14" 9 , 9' -14" 9' --14" 9' -14" 4 + - k 1' -6" —3 » 9 -3 " r SECTION -r 9' -3" 9' -3" 9' -3" 9' -3" __ .g' 3" 1'— SEE PLAN EXIST. L3x x 1' -0" w /4x4x* C END & 4 0 EXP. BOLT SPACE CD 4' -0 "oc 52" EXIST. WALL LOWER PORTION TO BE REMOVED AT GRID ®A FIELD VFY. AS —BUILT /,`" // / , 1 1 Q EXIST. L4x4x* CSC 7' -6 "o0 B - " = 1' — O" a + - -F- 1 8' —©.1." 8' -9 " 8 ' -8 i" 8' -9„ 8'-84" 8 , -9 " 8 ._ $'_g 8 P — I— -4 2 .^ FIRST PURLIN 27' -9 " 1_. 26' -2" 28'_7" 3' -32 I- I F f 1' 10" CONC. WALL EXIST. 5i" CONC. WALL I U) N) 0 - CO 0 r7 9' -3" 5 —111 NOTES: 1.) TOP OF STEEL ELEVATION 19' -5 " TYP. U.N.O. 2.) NO NEW EQUIPMENT OR PENETRATIONS THIS FLOOR. tr 24'-6" 27' -9" 27' -9i" 27' -9a" 29' 2nd FLOOR FRAMING PLAN Q i s" = 1 -0 9' -3" 9` -3" 9' -3" g' _ 9' -3" 9' -3" I 9' -3 34' -3i (3 0 19' -7" 9' -3" 9' -3" 9 '_ 3 9' -3" j8'- 62"8'_6 "8' -61' 8 ' - 6 2" 8 '_ 6 2" " 8' -5z 8' -52" a 41 25' -41" 33 ' - 4" 25' -71" 24' -94 IN U V) 0 Z NOTE: ALL OTHER BEAMS SHALL HAVE " t WHS CD 2' -0" MIN. 1' -6" 8' -51 " 2 0) N 0 0 M O ro 0 r) 0 0 r7 NEW 10" CONC. WALL 0 EXIST. 51" of �`� r7 CONC. WALL iqr:CEIVE n fry o F° 11 II/en,rt; M, \Y I J.. 4 2.11k • I. Q' z Q U) est U D co Q N NORTHWEST a O 0 N - ENGINEERS - NORTHWEST INC. P.S. mom Eta 6869 WOMAN AVE. N.E SEATTLE WASHINGTON 98115 (206) 525 -7560 0 C 0 } • Q O C m LI_ Q Cr) N Q C O 6) C 0 C tS) LO Et N (D (0 N N »� Q Q E 0 U C 0 U) 0 CONC. WALL CONC. WALL CONC. WALL AS- BUILT 3rd FLOOR BEAM SCHEDULE MARK SIZE NUMBER OF 4 "93 x32" W.H.S. REMARKS 3B1 W21x44 16 � 27'-9" ,� `2 "r l 3B2 W24x68 38 27 " -9 ", y o- 3B3 W27x84 40 25 " -4 " 3B4 W24x76 42 3B5 W30x99 36 29' -4- " 386 W27x84 50 1 -6" 3B7 W27x84 70 3B8 W24x76 58 3B9 W18x35 16 9' -3 3B10 W27x84 16 9 -3 » 3B11 W21x50 16 8 ' _ r, $ " -9 " 3B12 W30x99 24 GR50 1 -b 2T -1 2/ _ Z _ �� J 91 j 91 27. -9 27 " -9 " -` T 1 R 27 29' -4$" 26 - 2 " F 29' -44" 26' - 2 " `"E ■. 24' -7 26' -2" » 28 -7 " � 27'-9" ,� `2 "r l ' 27'_9" -�...-- 27' - 9 " 27 - 9 22 " y X b 27 " -9 ", y o- 27'-q" 9 25'-7i" a 25' -7 25 " -4 " 1 1 „ 8 » 24' -94" 28' -5A I 29' -4A" 29' -4- " 24' -6i" 1 -6" 9' --0z" 9' -0" 9' -1 2" 9 r_ 1 2» 7'_1i■ 9 r_ 1 2" 9"_11" 9 ' -1 " 9' -3 9' - 3 " 9"_3» 9r_7" 8 r -0 » i 9 -3 » 9_ 9 , " -3 "" 8- 8 ' " -9 " 8 r -8 4," 8 ' _ r, $ " -9 " 8 " -3" 9 -11 " ° ' NI 1' -6" N _I 5' 11 3' -1" 2'_08 ' -78 " 6 I -10$" 1' - 3' -2g" ILL \ I 9 5 ' -6 " �1 -8" r r m r7 —.e 4' -9 » >; NN I - m t7 r-tN ) r) r r m m m r) rh r) 363 to t r r m m m r') td) to 363 r r m m m r") r) 363 __._. _._...._ 0 K) r m m [G1 r' r') �x c‘i 383 1 m m r m , ro r) x N 3B3 r r m m r) N) x r 3B3 r m m m , r) to t7 363 r r m m m r) tr) r') 3B3 w m m m LL r) r) t) 'W E < m 383 r v' r m m m r7 t) ro' 363 m m m to m r) i 3B8 r fin m m r7 to 3B8 r la-3- re) 3612 Z i {C�� I T - - f _._.__..._ r r •— ' - m ® r� 3812 E m m w') tom) re) 3B3 r,ry I N r + m m m r r�) ro 3B3 m m m r ' M r7 { 3B3 r r r m m m r) V) r) 3B3 r r m m Co m r 3B8 r � r r m m .---- m r7 r� " 3B8 10 re) N IfO /02 — II m CO r) rte) r) 3B3 o `'co - 0 I M r .-- m m m r) r) r) 3B3 r r r m m m V) r? r) 3B3 m m m ro M to' 3B3 r m m m � r) r7 ro 3B8 m m 388 r r m m m to r) r) 3812 F C7 b rn A � m II ro 3B3 EXIST, ON 18GA. FC)RMLOK m 383 r r r _... 0 I -CO r - r m m m r) 383 r m t7 r m to r r m' r) W27x84(40) CO r �i r. m , m' m r7 x r�) r7 3B3 0 r u m m ' t`) r�) N 3B3 r r r b- m m m Q r) r) M) O < CO CC 7 3B3 Co- m m to N) r) 3B3 W24x76 (58) r r m m m t) r) V) I 3B8 r r m CO M tr 3B8 W30x99(24) r r r _ _ _ m m m r') r) r7 L. 3B12 0 C7 „0 —,02 „o —,0� - „0 —,0C 0 m - I r`) N 62" CONC. W2 m m 3B8 = `I to J F cp co ,� m m to C 12x20.7 3B3 SLA i r r L m m r) r7 rn A 1N` w m m m /� r7 r� U < W 3B3 CO m m m 3B3 I s Q A S to f DECK r, m 1 r /y� `S r f , �t l � m r) -... m r0 _ m I ' f W27x94(34) m m W30x99(54) - W33x152(30) _ c � i i� 3B3 3B3 r a- r 24' " -°' 24' -6-- r 29, » r 142_84- r- 4 , 342 Z 1 9 r 7 „ 33 " » 24.-94n 87/ 128x70 II 126x70 I r I r .m, f ¢ r- r I r r / r r r m m r ) ES / m / r7 , I , » - 9 r » - 9 3 r » - 7 10 ,-. ■ , » - 9 0 W -61 , » 9 -3 -� �_ C�'"32 - 2 r » - 9 3 1 8 -6 "8 8 » E p U" 6 "U'-6 - f O i » 8 �+ 8 -c� " r_ » 7 2 c .° ee ''� n 8 5 �— g2" m. m m m r�3 r7 � r7 .. A -3 �^ W30x99 - ii 6x6x if r * ) 6x6x : !x108(30) oo. �- L6xl to c•-1-3 x r� 6x6x r m m � 141 L6x6xIg 5' -5 4 3' -10'� I - 4' » -ter —I-�•- - 6 1r, 4 6 r 0 L 1 - ,. - .� r o C� r ) A -3.1 i • , — 1 W30x99(30) • A -3,1 8( • i (30 I l 3 W33 At ni W33 1,� C36 W33x141 (30) ` I m r7 3B3 EIS m ro 3B3 m 383 o ,�. ._. �, co r L4x4 E6 m r7 _ m m '' �_ OPENINGS W / r-. .. - r ,_ ) r7 L4x4xi _ m m m m f m SAW CUT SLAB W12 x14 �., r (Q m v- In x r7 N CO 3B8 + �' r) �' m -x B".CES PER m ' CO - m F') r5 r) r7 3B3 m m 0° ,- r7 tf) 3B4 L 6X 6 PER SECTION A -3.1 r r r m m m r) r7 m N : X m r7 3B4 r m rg) 3B4 r) 3B4 56,1 r r r 3B3 r r m m m r) r) r) 3B3 u x LO r) '' x I x r st N I 383 a _ r r m m m r� ►� 3B3 m m c x r r -4- tY) r7 N 3B3 A-3.1 r r t m m m r r r7 m m r m r r m I 3B8 x x r r r r N m r7 m m r) 3B3 rn .. t � m x r7 r B:'CES PER _ I 3B3 to m m m r) r) m r) 3B3 ® 48,000 LB. MAX. WT. r r m m PO r7 3 ) 3B8 j W16x31(20) 3B3 N � 3B3 r r m m re) r) 3B4 6. t�7 (Q „ 0 L —,Z9b =a0 — , 0 2 ''� + r r. r m m m' r) F') r7 I r r m m r) F") T° r r m m: m m� t+) r) r) re) r r m m rry V7 c Pr) x N r . m m ; r r) ! r •__ in m F') 1.7 r E-1 m t*) re) r m re) ■ f SEE SHEET 55.2 FOR GRID ,V BEAMS o I re) -- �� „O L — ,Z9t7 16-a V) r r m m m PO No r w m 1 r") e') 27 500 LB MAX. WT. r m r) 27,500 LB. M AX. WT. r m r r m m r) r+) r m r 1 r r m m N) r m to r r m m r) r) r m 3B3 383 N .w ° r) �r y 3B3 3B3 3B3 .3B8 388 3B8 3B3 3B3 383 3B3 3B4 3B4 3rB3 m m m 3B3 m m m m m 3B3 m m CV 3B3 : r7 3B3 r7 to r7 3B3 M M 3B8 rn r7 3B8 m r� r7 r7 3B8 N r� r7 ro 3B3 t� r7 r) 3B3 tf) r7 r7 383 X r7 3B3 r) ► r)' 3B3 r7 r7 363 r7 r) V) 384 r*) r) 3B4 r7 r ,) ■ 1' -6'" 9 -2 9' -0" 27 9' -z" 9 -1 " 9' -1 " s » 27 -4 9' -1 " 9' -1 " 9' -1 27 9' -1 " 9• -3" 91_ » 27 � 9' -3" 8 + -6 " ' 9 7 � 27' -9" ' " 9 7 ' " 9_3 , » 9 " n 27 -9 9 3 ---�, " g -g 8 ' �f 26' -2" 8 -8 8' 9" , 8 -8 , e 25 -2 8 " ,r g _g " $ ” "" 26' -2" '° " g g 4 3' -3 7' -74' , 27 » r » -9 '° 7 4 93» 9 » _ 3 27' -9" 9 , 3 "" 9 3 "" » 9 - 3 9'-3" 93 „ ' „ 9 -3 9-3 " t s 7'-" 10 9' " -O 10 - 1 1 " 9 „ -3 9'_3 "" 81-8 „ 8 -62 , 8 -6 8' -61 » -6 1 „ ” g' S i ' 8 5 ", ' - - g " 51 » 1 , 6» - , » 1 -6 , » 27 -9� 27 9 27' -9" 27 ................... , , 25 -7� r ,r 25 -7� 25 1 , 6 „ - C BEAM 3 16 A - ,z.,... TYP. U MECH. CURB SEE DETAILS L6x6x� - TYP. COPE © SUPPORTS BELOW FLOOR DECK SECTION A -3.1 U r- BEAM U CONT. L2x22x w/1 "48 HILT! KWIK BOLT TZ C 2' -0 "oc (EMBED 4 ") --�� SECTION B -3.1 3» 1 , -0 ," 4 U U U COTES: 1.) TOP OF STEEL ELEVATION 39' --5" TYP. U.N.O. 1 T-6 " 1' -0 (4) 3RD FLOOR FRAMING PLAN U (R) cs) n NOTE: ALL OTHER BEAMS SHALL HAVE "s WHS 1' -0" MIN. 10 rid= L;OVE13 • rr'f 'I' 1VI.M?; t. 4 2I [ 0 CO C v Z c O .0 — N I c c a) "? r ; co o c a • 00 a • 0 LL W U) Lum 0 z N S Q N 0 Q) 0 y LL. (/) NORTHWEST ENGINEERS — NORTHWEST INC. P.S. mom maws 6869 WOMAN AVE. N,E, SEATII.E WASHINGTON 98115 (205) 525-7560 z 0 iit cI 1 L3 w z � csu V In ct W 03 COC/ 53.1 C '7 N G) 0 C= • C (0 Lt) 0 N (O (O c < • d- 0 C CI) w N N C0 CD ttl LL -� CO CC) Q i r O C) N';t N N r CO N — CO 0) 0 E L0 a • C)) U 00 0) � N U) op op ID N N CO (0 Q C) : N F — DATA CENTER EQUIPMENT PLAN ISSUED / REVISED DATE PERMIT SET 12/20/2007 PERMIT REVISION 01/25/2008 CONSTRUCTION DOCUMENTS 03/05/2008 CALLISON cuoo•riages•MMM 1,966 Z8'Z 9OZ A 00L9 1 90Z l GZ1,9 VM `alITe°S JOOId 1 ono. •PATS eI!MoInl 1,0ZZC NOI.VSIOd 103 A38VS : 13NMO 2. ! N N C) N N cV N I N N (0 h I N 2. Nto C) N (0 I 0 „9 • N. 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