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HomeMy WebLinkAboutPermit M03-141 - GROUP HEALTH COOPERATIVEGROUP HEALTH 12401 E MARGINAL WY S M03 -141 - re 00 N0 W W J' W0 LL ‹. D. Z d. F- W =' Z� F- 0: Z 1-i ut 2 U 0, 0 N. WW LL O. IlIZ' pi} 0 Z Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 7345600490 12401 EAST MARGINAL WY S TUKW MECHANICAL PERMIT GROUP HEALTH COOPERATIVE 12401 EAST MARGINAL WY S, TUKWILA WA GROUP HEALTH COOPERATIVE JIM DOUMA PROPERTY MGMT, 521 WALL ST DANNY DALLUM 835 N CENTRAL AV, KENT WA Contractor: Name: AIR CONDITIONING COMPANY INC Address: 6265 SAN FERNADO RD, GLENDALE CA Contractor License No: AIRCOCI008D0 Permit Number: Issue Date: Permit Expires On: DESCRIPTION OF WORK: INSTALLING ONE NEW SPLIT SYSTEM A/C ONLY FOR COMPUTER SERVER ROOM. Value of Construction: Type of Fire Protection: The granting of this permit does not regulating construction or the perf doc: Mech $21,000.00 N/A M03 -141 M03 -141 09/22/2003 03/20/2004 Phone: (206)448 -4699 Phone: 253 854 -8444 Phone: Expiration Date: 03/01/2004 Fees Collected: Uniform Mechnical Code Edition: $61.19 1997 Permit Center Authorized Signature: :- ',�,t,� Gam. `-C Date: 7d I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. esume to give authority to violate or cancel the provisions of any other state or local laws ance of work. I am authorized to sign and obtain this mechanical permit. Date: 65 22 O Signature: Print Name: \ ' \ JGa 1 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Printed: 09 -22 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 7345600490 Permit Number: M03 -141 Address: 12401 EAST MARGINAL WY S TUKW Status: ISSUED Suite No: Applied Date: 09/02/2003 Tenant: GROUP HEALTH COOPERATIVE Issue Date: 09/22/2003 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206 - 835 - 1111). 4: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 5: Readily accessible access to roof mounted equipment is required. 6: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 7: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 8: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations 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 ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 9: Manufacturers installation instructions required on site for the building inspectors review. 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 perfo ance of work. Signature: Date: Gq 2 z "0 Z� Print Name: 1 Dott,vn doc: Conditions M03 -141 Printed: 09 -22 -2003 Mailing Address: E -Mail Address: Company Name: Mailing Address: Company Name: Mailing Address: \ipplicationi\permit npptication (3.2007) 3/2003 CITY OF TUKWILA • Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 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 Address: v2 lO ( - ►M ir Why Tenant Name: G c Pak �tA ` Property Owners Name: ~ ,t;,jt; C.cr Mailing Address: , 2.20 u 1Cw 1 lo +t^ N . f t City Contact Person: E -Mail Address: Contact Person: E -Mail Address: Page I King Co Assessor's Tax No.: Suite Number: Floor: New Tenant: 0 .... Yes ..No 9klt: c( City LA Zip Day Telephone: z 5 3 zs 4- y ( yli � r03 City Z state Zip CIA l (.- .CO CS , rc- Fax Number: NTRACTOR City Day Telephone: Fax Number: State State Zip Day Telephone: Contact Person: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Company Name: Mailing Address: State Zip Zip City Day Telephone: Fax Number: ENGINEER OF RECORD:— Ati plans must be wet stamped by Engineer of Record : `. BUILDING. PERMIT INFORMATION.;= 206.431, 367 Valuation of Project (contractor's bid price): $ Existing Building Valuation: $ Scope of Work (please provide detailed information): Will there be new rack storage? El ..Yes ❑ .. No If "yes ", see Handout No. for requirements. Provide All Building Areas in SquareFootage•Below .l'rFloor_ 2" °.Floor '3'° Floor Floors •Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carpo Covered Deck Uncovered. Deck.. • Interior;.... Remodel Addition to Existing Structure Type of: .Construction per:UBC Type of Occupancy per UBC PLANNING DIVISION:. Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? El ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: D.. Sprinklers ❑..Automatic Fire Alarm ❑..None 0.Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes El .. No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. trppliatiomipermit application (3.2003) 3/2003 Page 2 tr 2 JU O 0 t1) CO LIJ J1 U) u_ W O u- c_e = W Z I— O Z 1— D c O N O I-- 1.11 W H H u O .Z W U = O ~ Z 'PUBLIC:.WORKSTERMIT '.ION= `206 = 433x0179 Scope of Work (please provide detailed information): Water District .. .Tukwila ... • Water Availability Provided Sewer District 0 ...Tukwila ❑... ValVue o .. Renton ❑ ...Seattle ❑...Sewer Use Certificate 0... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): .. .Civil Plans (Maximum Paper Size —22" x 34 ") .. .Technical Information Report (Storm Drainage) [] ...Bond ❑ .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): .. .Right -of -way Use - Nonprofit for less than 72 hours .. .Right -of -way Use - No Disturbance ... • Construction /Excavation/Fill - Right -of -way Non Right -of -way ...Total Cut 0 ...Total Fill Please refer. to Public Works Bulletin 81 for fees and estimate sheet. cubic yards cubic yards ❑...Sanitary Side Sewer ❑...Cap or Remove Utilities .. .Frontage Improvements .. .Traffic Control ❑...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... .. .Temporary Water Meter Size.. 0 ...Water Only Meter Size ❑ ...Sewer Main Extension Public _ ❑ ...Water Main Extension Public tappliatiarolpermit application (3.2003) 3/2003 0... Water District #125 Call before you Dig: 1 .. • Abandon Septic Tank .. • Curb Cut .. • Pavement Cut ❑ .. Looped Fire Line „ „ WO# WO# WO# Private Private Page 3 0 .. Highline ❑ ...Renton .. • Geotechnical Report ❑...Traffic Impact Analysis .. • Maintenance Agreement(s) ❑...Hold Harmless .. • Right -of -way Use - Profit for less than 72 hours .. • Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone .. • Storm Drainage .. • Grease Interceptor 0 .. Channelization .. • Trench Excavation .. • Utility Undergrounding 0 ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0... Sewer 0... Sewage Treatment Monthly Service Billing to: Name: Mailing Address: Day Telephone: City Stale Tip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City Stale Zip Z � ~ Z Et W 6 00 CO CO CU I U W o � Q tn a _a W Z I-- 0 Z I— W . U O O N: 0 1— W I-- H LL z UI CO O ~ Z Unit Type: :: Qty: ; Unit . Type: ° Qty : Unit Type:: '. °- : Qty '= :Boiler /Compressor: Qty. Fumace<100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Fumace>100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 30 -50 HP/l,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator- Domestic Air Handling Unit <= 10,000 CFM Unit , Incinerator - Comm/Ind :- 206=431 -3670 :ltii r'a \1:.R� .I'. 'rl:' .. • i —�31: 4[.. � • . MECHANICAL CONTRACTOR INFORMATION 1 Company Name: I\C1O el i Ivte.efeC/� s lcA,A Mailing Address: 3 $ /V , (4°ice P2tt Aike- t i/\.-k-- tj - 1432 �� %-)."-%-)."-/*- City State Zip Contact Person: lDCkv■ ' �� Day Telephone: 2-53 — $5 -view E -Mail Address: a(4 6 Ct P.S • <G-At Fax Number: z53 - 85`1 - ZZo Contractor Registration Number: "tap .- 197 /DU Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance** Valuation of Project (contractor's bid price): S -.-1 / Q00 ,mac 1 NGw 5 `� r tj 4 IC G 7 g- Scope of Work (please provide detailed information): C Hei s-e e, ✓cti Use: Residential: New .... ❑ Replacement .... • Commercial: New .... p Replacement ... Fuel Type: Electric.... Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: 'PERMIT = APPLICATION :NOTES= : Applicable toall Permits .:in` application` Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I - VE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY T MAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 Signature: Print Name: D AGENT: txv■ J - 1.-Cet,,\V Mailing Address: ?j !J - C A Date Application Accepted: applications permit application (3.2003) 1RMl I Date Application Expires: :• •0 Paee 4 Date: I -0 2 -o ff Day Telephone: City State Zip Staff Initial :: Z F ._Z W JU 00 W I W O LL �W Z i- O W ~ 3 c O • N 0 1- W W H ~ O .. Z W = O ~ Z City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Payee: AIR CONDITIONING CO INC RECEIPT Parcel No.: 7345600490 Permit Number: M03 -141 Address: 12401 EAST MARGINAL WY S TUKW Status: APPROVED Suite No: Applied Date: 09/02/2003 Applicant: GROUP HEALTH COOPERATIVE Issue Date: Receipt No.: R03 -01154 Payment Amount: 61.19 Initials: LAW Payment Date: 09/22/2003 03:29 PM User ID: 1630 Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Check 5583 ACCOUNT ITEM LIST: Description MECHANICAL - NONRES PLAN CHECK - NONRES 61.19 Account Code Current Pmts 000/322.100 48.95 000/345.830 12.24 Total: 61.19 2918 09/23 9710 TOTAL 61.19 doc: Receipt Printed: 09 -22 -2003 Pr ect: d Type of Ins tionn: Address: t o Called te-g i /0/(9/03 Special Inst 'Actions: L Requeste �I' . /�`�� • � . to Wa ted: 0/V05 p m. Phc17 ICJ '' ^^ `f' 0) . 7 Approved :perapplicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO, CITY'OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Corrections required prior to approval. COMMENTS: br ` } ✓Y► p (--2 `4 C "IAL - 7 i . I Inspecto QD -4',„,1), Date: )0_ 0 S47.00REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid ath300 "Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: — i ' I (t ' 5 LI e OrA 54 V - A e ()Veit liJ A 1 1 1 4Prver rn014 CCIIAVN4+: \Jae Ac ic' V ( - APC - V ■ C a\ C CAA AI )14 • ¥L )v\ ` Ck'f' CL- ( Y sa4-pP 10 Sp eyLikill pas f 6c 11-e..-to 1-1-) r), Wanted: IgO 3 <577'n. p.m. Requester 45 0 i r OV el)1 i0) Proj ct: -- 1 ro (4,10 14 14-(4 Coni). Type f Inspection: <o - if) Address: Ad ress: • " • l'fA Date Called: __,. 4 7 a et 0 3 Sp eyLikill pas f 6c 11-e..-to 1-1-) r), Wanted: IgO 3 <577'n. p.m. Requester 45 Ph ne No. (ZOLA 792 - 9 5 7 I ECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (_?ale_ae Z.0 /1-7/ p roved per appiicame codes. 10 Cor ec Ions requirid r to a_ royal. , r /// PERMIT 'r■O (206)431-3670 InspectoF Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: SEP -02 -2003 15:27 COFFMAN ENGINEERS -SEA September 02, 2003 Mr. Danny Dallum ACCO Engineered Systems 835 N. Central Kent, WA 98032 Project Group Health —1' Floor Server Room 12401 E. Marginal Way S. Tukwila, Washington Subject: Support framing review and lateral analysis of two new suspended mechanical units Dear Danny: We have reviewed the support framing for the above unit. Our analysis is based upon framing information provided by your firm Enclosed is our lateral analysis of the heaviest unit. Our analysis is based upon unit dimensions and weight you have provided. This new unit weighs 498 pounds. Seismic Zone 3 requires the following: 1. Hang both units with (4) 3/8" dia. threaded rods from Hilti drop in anchors embedded into the valley of the metal composite floor deck, 2. Diagonally brace both units with 9 gage ceiling wire or 16 gage x 1" wide metal straps along each side. Attach these tension braces to the composite floor deck with 1/4" dia. expansion bolts. Please call directly at (206) 521 -0759 if you have any questions or concerns. Sincerely, COFFMAN ENGINEERS, INC. Marvin Emerson, S.E. Structural Engineering FILE COPY MDE: mde 033971et090203 ME ACCO Gray & Lat Analysis 1601 fifth knout Suite 900 Spokane, Washington Anchorage, Aluks Los Angefel, California Seattle, Nhshington 98101.1620 509 326 2994 907 276 6664 118 215 7651 206 623 0717. fax 206 624 3775 wwrtcoffmancom 2066243775 P.02 COFFMAN elT RECEIVED TU I(WILA SET 0 3 2003 PERMIT CENTER Structural Mechanical Electrical Civil Corrosion Program and Construction Managtmtnt ,27a3 iy/ W aa J U U wI J6— W U. ua O LQ Na . 1— w Z : z � W uj U 0 1— =- O ai c U O Z 4 .SEP 15 27 COFFMAN ENGINEERS -SEA 2066243775 P.03 Suspended Air Conditioning Units Group Health —1st Floor 12401 E. Marginal Way S. Tukwila, Washington UNIT SUPPORT and SEISMIC ANALYSIS CALCULATIONS September, 2003 l EXPIRES: . Prepared by: A COFRVIAN N G I N E E R S 1601 Fifth Avenue, Suite 900 Westlake Center Office Tower Seattle, Washington 90101 (206) 623 -0717 Z Z re 6 J 0: 0 0 0 W W' J W 0 ' g Q I d: I- al Z Z 0 0 O N: = 0` F- r 6 ii Z O Z ,SEP -02 -2003 15:28 COFFMAN ENGINEERS -SEA 114,St uJ IT4 0-1.1 Si , 0 A-0 lif .4,4- 4..r,.f C.e Mr\Oot r „ c -03 c....te. urre. a r �.�, :�"'�" .,I.� F tr oe .0 ^ o'f �-i L) J �ii% J V c N L - r �c TRW �!/ ".. LS' T� ' I `+ �r: ` fn " le;,. 1ir'� Rte' ' eiW 4 1. t" Gip oit repy tt tre , , 1t- h1 ". rtFt e Stretot I 1144,144 T tptiA 644.tte. 7-mN7s z v. fOFFMAN G I N E E R S 2066243775 P.04 I' 3 "+ bY "*14.* sk4tio*/ 0 02 . 0 3 we 8 ch""d X39 7 SEP -02 -2003 15:28 COFFMAN ENGINEERS -SEA 2066243775 P.05 c ic Ar6 6t4 (t ct4rus f/ 124,0 49a#4 12s* sv4 a "- (L' 0 60c4-1 i s � cad cO t c.crt. 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I Et. : Ail 1.5' • I F.EI 1 A 1 ..'-'''' #1::.;";•.--Tz:Z7',. ..'-•-■ — ° I ...-4"- • - ... , I 1 .,_1 ',)-- ' 1.1 - ----......------ ------ , ,., I 4W1:414.1 2066243775 P.06 ' ' • • 4 3 • • • • • • • 1 • 24LH 930/620 BM. WI8x35 x co 24 c.n CO at' H 600/400 18 35 8.8k cn Co • NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. C F -.- I IV CD * I OD MO / Z. 0) I)) • (A1 M t, i 7 ' —74, s 41!,•...kt Irc.f -0 -,3 (II 1 4 % d r -e ig;t1 .42-44 -S ©2 5,S3 i)sF • b — 02 - 200,5 15 :28 uai zaiu.1 SL -11086 PG 11 Id 1 VAX 2087838700_, CAl11PBt+,LL COMPANY t1 Discharge tr 13% ac ft4r POW Box la adored. U /2' MODULE DIMENSIONAL DATA COFFMAN ENGINEERS —SEA 2066243775 P.08 SMALL SYSTEMS 5 TON MINI -MATE 2 FAN/COIL MODULE AIR, VVAA LYCL DIMENSIONAL CHHI WATER • Air Oulet Ak DIMENSION 22 7 6 ` (570mm) 13116 ' — ROAM) (266mm) Customer Suppled Thsaded Rod.ICr Modde Support loom Calling (4'p• 4) 481/2 • DU ) 13318 ' (339.7mm) 7 (1244 Smm) :m6/8 • 1285nm) CENTERS 11116 z7n� 39 3/8 1 _ (1000,1mm) (25.4880 1 ' 193I4 ' (501.7mm) 17 ` (447.7mm) Dud Mama 37 611 • n9+m) (QPTfCt4/L) FILTER BOX (193.Smm) 9 (609.6880 ' (2 3.2mm) 1125.51 m) w Tl P ROD CENTE 141/2 ' Removable (368.3mm) Access Panels 3118' (10mm) Holes (a Module Rigging (t.p earl end) X1 011 /oizg Shaded Area hiicales a Recommended clearance of 30 (762mm) be P:ovfded torAccess and F6ct Removal ler Recommended Minim= Clearance Refer to Installation Manuel. REV 11199 5t_F' b1 — d170.3 15:29 erweC /un ' 1.0:34 FAX 2087838700 . SL -11087 PG4 r Cob mar tarp lied treaded rode for module support bin eating (lyp. 211M • ( ++) (44,5mna L • NOTE; Unit spaced seedy In reference to thrrpded TFIREJDED na0 rod centers. CENTERS IQ (12.7n1nr) dia. holes for threaded rods (prp.2 each end) 718• (2220101)8 116• (248mn) dice.knodmulr& alentrsroetorhigh Voltsee mnnectltin (Stogie Feint lot). SinglePoirdPower ronnecion b Separator. Air Inlet liquid Lire mote 4ukk 1 1 ooneeatloonfon • 9rdon Line reel aonertlocMfon. COFFMAN ENGINEERS —SEA 2066243775 P.09 tA (222mn) dice. a%acfcoot •ine/cal entrance Ice albino oontrolpandlowvolbge route. CAMIPDELL coiPAA1r SMALL SYSTEMS 5 TON MINI.MATE 2 INDOOR CONDENSING MODULE CABINET, PIPING & VV1R1NG DATA 32 • CABINET 54 • �� (1 ) 15A ' - --'� cArtiEr D1 MH1SION (41ARtn11 183/4 • I �(121 92mm) � I 1 511311 (1310wm) C E N TERS 815/16 " (227ront) ^33/8 • •SJmm) I (as.3mnr) 111• (23.2nm) dia. electrical entente for kreielkee conneclon. Hamer Decked (610mm) DIMENSION Shaded areaedit:Mee a reccNmlended clearance of 30• (702rmn) be provided for compcnontaaco n and Rtraddl, AIR COOLED DIMENSIONAL DATA 7/8 "(222r0m)& 1 VW(28.0 m) db. knockouts r+Melded askance krhtgh voltage connection. Air Outlet X r(44 REV 1lag - 0 / z � • z re 2 w 0 U 0 to �. 1 ± 1 1 • w co u_ w o 2 uQ to _° w Z F— Z I- w w U (3 O - H w O w z U o z Anchorsln in.(mm) 2000 psi (13.8 MPa) 4000 psi (27.6 MPa) _ 6000 psi (41.4 MPa) Tension lb(kN) Shear lb (kN) Tension lb(kN) Shear lb (kN) Tension lb (kN) Shear lb (kN) Shear lb (kN) 1101 HDI -L H131 HDI -L HDI 110) -L HDi HDI -L • HDI • 1101 -L HDI HDI -L 1/4 ( 8.4) 1995 ( 8.9) 1995 ( 8,9) 11100 ( 8.0) 1800 ( 8,0) 2270 (10,1) 2270 (10.1) 2500 (11.1) 2500 (11.1) 3150 (14.0) 3150 (14,0) 2800 (12,5) 2800 (12.5) 3 /e ( 9.5) 3555 (15.8) 3555 (15,8) 3860 (17.1) 3850 (17.1) 4460 (19.8) 4460 (19,8) 5000 (22.2) 5000 (22.2) 5430 (24.2) 5430 (24.2) 6000 (26.7) 6000 (26.7) 1 /2 (12.7) 4470 (19.9) 4470 (19.9) 6000 (26.7) 6000 (26.7) 7140 (31.8) 7140 (31,8) 8500 (37,8) 7750 (34.4) 9375 (41.7) 9375 (41.7) 10000 (44.5) 10000 (44.5) 5 /e (15.9) 7500(33.4) • 10000(44,5) • 11685(52.0) • 13000(57.8) - 14865(66.1) • 1500o (66.7) - 3 /4 (19.1) 10000 ( 44.5) • 15500 (69,0) - 16260172.3) • 20000 (89,0) - 22250 (99.0) • 22000 (97.9) • Anchorsi24 in.(mm) 2000 ps1(13.8 MPa) 4000 psis27.6 MPa) 6000 psi (41.4 MPa) Tension lb kN) Shear lb (kN) Tension lb(kN) Shear lb (kN) Tension lb (kN) Shear lb (kN) Shear lb (kN) HDI HDI -L HDI 1101 -1. HDI HDI -L HDI ' HDI-1.. HDI HDi -L H01 1101 -1. 1/4 ( 6.4) 500 ( 2.2) 500 (2.2) 450 ( 5.0) 45015,0) 570 ( 2.5) 570 (2.5) 625 ( 2.8) 625 (2,8) 790 ( 3.5) 790 ( 3,5) 700 ( 3.1) 700 ( 3.1) 3 /a (9.5) 890 ( 4.0) 890 (4.0) 965 ( 4.3) , 965 (4.3) 1115 ( 5.0) 1115 (5,0) 1250 ( 5.6) T 1250 (5.6) 1360 ( 6.0) 1360 ( 6.0) 1500 (6,7) 1500 ( 6.7) 1 /z (12,7) 1120 ( 5,0) 1120 (5.0) 1500 ( 6,7) 1500 (6.7) 1785 ( 7.9) 1785(7.9) 21291 9.5) 1940 (8,0) 2345 (10.4) 2345 (10.4) 2500 (11.1) 2500 (11,1) 5 /e (15.9) 1675 ( 8.3) - 7500 (11.1) - 2920 (13.0) - 3250 (14.5) - 3715 (16,5) • 3750116.7) - 3 /4 (19.1) 2500 (11.1) - 3675 (17.2) - 4065 (18.1) • 5000 (222) - 5565 (24.8) - 5500 (24.5) - Anchor size In. (mm) 4000 psi (27.6 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) 6000 psi 41.4 MPa) . Tension lb (kN) Shear lb (kN) Tension lb (kN) Shear lb (kN) HDi - 1 /4 ( 6.4) 480 ( 2.1) 600 ( 2.7) 740 ( 3.3) 600 ( 2.7) HDI - ( 9.5) 1040 (4,6) 1230 ( 5.5) 1460 ( 6,5) 1230 ( 5.5) HDI - (12.7) 1840 ( 8.2) 2760 (12.4) 2410 (10.7) 2760 (12.3) WI - (15.9) 2630 (11.7) 4510 (20.1) 3770 (16.8) 4510 (20.1) HDi - Y. (19.1) 3830 (17.0) 5580 , (24.8) 5030 (22.4) . 5580 (24.8) Anchor size In. (mm) 4000 psi (27.6 MPa) 6000 psi 41.4 MPa) Tension lb (kN) Shear lb (kN) Tension lb (kN) Shear lb (kN) SS HDI -1/4 ( 8,4) 1930 ( 8.6) 2400 (10.7) 2950 (13.1) 2400 (10.7) SS HDI - ( 9.5) 4170 (18.5) 4920 (21.9) 5850 (26,0) 4920 (21.9) SS HD) - (12.7) (15,9) 7350 ' 10540 (32.7) (46.9) 11040 18040 (49.1) (80.2) 9630 • 15100 (42.8) (67.2) 11040 18040 (49.1) (80.2) SS HDl - 5 /e SS HDI - (19.1) 15340 (68.2 22320 (99.3) 20130 (89.5) 22320 (99,3) �cr- vJ� -�b1�� 15 dy Hncnoring systems 1. HDI / HDI -L Drop -in Anchor COFFMAN ENGINEERS -SEA Carbon Steel HDI Allowable Loads in Concrete Note: The ultimate shear and allowable shear values are based on the use of SAE Grade 5 bolts, O = 85 ksi, F,„ =120 ksi) with the exception of the 1/4" HDI/HDI -L in f' = 6000 psi concrete which is based upon the use of a SAE Grade 8 bolt (f 120 ksi, F =150 ksi). Carbon Steel HDI Allowable Loads in Lightweight Concrete and Lightweight Concrete over Metal Deck Anchor Size in. (mm) 1/4 (6.4) 755 (3.4) 1135 (5.0) 1465 (6.5) 3/8 (9.5) 1/2 (12.7) 5/8 (15.9) 3/4 (19.1) Anchor Installed in 3000 psi (20.7 MPa An or Installed Th rough Steel Di ck Valley Anchor Installed Through Steel Deck Ridge Lt. WI Concrete' into 3000 psi (20.7 MPa) It Wt. Concrete' Into 3000 psi (20.7 MPa) Lt. wt Concrete? Tension, lb (kN) Shear, lb OW) Tension, lb (kN) Shear, lb (IN) 465 (2.1) 340 (1.5) 530 (2.4) 335 (1.5) 2075 (9.2) 940 (4.2) 1700 (7.6) 2835 (12.6) 3680 (16.4) 1010 (4.5) 1755 (7.8) Tension, lb (RN) 375 (1.7) Shear, Ib (AN) 250 (1.1) 500 (2.2) 625 (2.8) 875 (3.9) 1250 (5.5) 500 (2.2) 750 (3.3) 875 (3.9) 1000 (4.4) . The allowable values are based on the use of SAE Grade 2 bolts insta led in The anchors. 2. Based on using a safety factor of 4 3. The tabulated shear and tensile values we for anchors installed in structural lightweight concrete having the designated ultimate compressive strength at the time of installation. The concrete must comply with ASTM C 330 -77. 4. The tabulated shear and tensile values are for anchors installed through 20 gauge intermediate decking Into structural lightweight concrete having the designated ultimate strength at the time of installation. The concrete must comply with ASTM G 330-77. Anchors were located in the valley of the fluted deck. Stainless Steel HDI Ultimate Loads in Concrete Stainless Steel HDI Allowable Loads in Concrete ote: The u t and 11 bl sh 2066243775 P.10 4.3.5 ma e a owa a ear values are based on the use of Type 18.8 bolts. US: 1-800-87 / www.us.hilti.com 1 Hilti Product Technical Guide 2002 I Canada: 1-800-363-4458 / www.ca.hilti.conl 1 ?1 i z 11- I- z W S - U tJ 0 c0 W J • LL u ( S. 0 = W = z � 1- 0 z t- U • 0 o - O I- W I- r- .• W O z Anchor Diameter in. (mm) Embedment Depth in. (mm) (29) Tension lb (kN) Shear 2000 psi ((13.0 MPa) lb 0(N) 400 (1.8) Tension 2000 psl 13.8 MPa) lb (RN) 225 (1.0) Tension 3000 psi (20.7 MPa) _ lb (kN) 295 (1.3) 380 ( 1.7) Tension 4000 psi (27.6 MPa) lb (kN) 350 (1.6) 450 (2.0) 1/ (6.4) We ' (51) r 12 (304.8) 500 (2.2) 325 (1.4) V (PS) 11/4 ( 41) 570 (2.5) • 775 (3.5) 425 (1,9) 530 ( 2.4) i 625 ( 2.6) 22'/4. ( 54) 2121104.e) 1375 (6.1) 625 (2.8) 810 (3.6) 975 (4.3) 1 /2 (12.7) 2 ( 57) (57) 1400 (6.2) 725 (3.2) 920 (4.1) 1100 (4.9) ?3 ( 89) .. 2300 (10.2) 1100 • (4.9) 1360 ( 6.1) 1600 ( 7.1) 518 (15.9) 2 ( 70) Wit i6�il;fl ifiit11• 2500 (11.1) 1125 (5.0) 1350 ( 6.0) 1550 ( 6.9) _4* (102) 2 61160 (15.8) 1650 (7.3) 1900 (83) 2300 (10.2) 3/ (19.1) 3 ( 633) 3250 (14.5) 1579 (7.0) 1905 (8.5) 2200 (9.5) a.4Qh' (121) 1050 4700 (20.9; 2200 (9.8) 2750 (12,2) 3250 (14.5) Anchor Diameter in. (mm) Embedment Depth' in. (mm) Distance from Edge in. (mm) Tension lb (kN) Shear lb (kN) 1/ (6.4) 1 (29) 11/4 450 (0 370 (1.6 ) r 12 (304.8) 2 (51) 6) 410 (1.8) 570 (2.5) • 2 � 6) 3 /1 ( 1' /e (41) ( a ,101.6) 430 (1.9) 850 (3.8 ) 2121104.e) 272 (64) 4 noi,6) 725 (3.2) 1050 (4.7 212 r304 1 /2 (12.7) 2 '/' (57) 1(9042) 750 (3,3) • 212 1' .. a II 3'/: (89) 4 (101.6) 875 (4.3) 1∎:• 212 (304.8) 1: Wit i6�il;fl ifiit11• 1 !e (15.9) 2'/4 (70) 1100 (4.9) 212 (304.8 2 4 (102) ! 4 n01.41 1480 (6.5) 1' =. 12 (304.0 21 r i31V1 k1)* GUM Wel tilL4N1 ate 1406.'( . 00 '/i (19.1) I. 3 (83) 1450 (6.5) 1050 .... 4 . .....02 ..... L . 1.03 12 (304.8) at we (406.4) 2400 4% (121) 4 (101.8) 1485 (67) 1050 12 (304.(1 1620 (7 2120 9.4 t16 14064) 3110 3.8 Anchor Diameter in. �) Volt Material Embedment i n. I mm ) 3000 psi (20.7 MPa) Tension lb (kN) Shear* lb () 1/4 Carbon Steel 11/4 450 ( 1.6) OA) r Stainless Steel (29) 480 500 (2.1) (2.2) 1/ Carbon Steel , 1 /� 810 (3.6) 750 (3.3) (9.5) Stainless Steal (41) ( 880 1330 Anchor in. (m Diameter in. (mm) Embedment Depth . mm) M. (mm) 3000 ��?0 MPa) pW zo.7 MPa Li --T� lb (kN)_ 875 (3.0) Shear lb (l(N) 155 (0.69) "Tension lb (kN) 465 (2.1) Shear ib (kN) 145 (0.65) 1/4 (6.4) 11/n (37) 5tr- td2- 2bid.5 15:29 COFFMAN ENG I NEERS-SER 4.3.3 Kwik Bolt II Expansion Anchor Carbon Steel Kwik Bolt Ii Allowable Loads In Lightweight Concrete' . Values shown are for a shear plane acting through the anchor bolt body.When the shear plane Is acting through the anchor bolt threads, reduce the shear values by 15 %. 2. Values shown are for a shear plane acting through the anchor bolt body. When the shear plane is acting through the anchor bolt threads, reduce the shear values by 7 %. 3. Based on using a safety factor of 4. Carbon Steel Kwik Bolt 11 Allowable Loads th the Ri a of Metal Profile Deck into Lightweight Concrete Anchor Diameter Embedment Depth 1'ca3000 psi in. (mm) in. (mm) (20.7 Mpa) 1/4 (6.4) 3/8 (9.5) 1/2 (12.7) 5/8 (15.9) 21/4 (57) 2 1/4 (57) Tension, lb (kN) Shear, lb (RN) 560 (2.5) 790 (3.5) 880 (4.0) 1875 (7.4) 490 (2.2) 1000 (4.4) 1000 (4.4) 2575 (11.4) 21/4 (57) 41/2 (114) 1 Carbon Steel Kwik Bolt iI Allowable Loads in Grout Filled Concrete Masonry Units'' Countersunk Kwik Bolt 11 Allowable Loads In Concrete' ' L . .' y ,r 2066243775 P. 11 • Anchoring Systems 1. Values are for Lightweight, Medium weight or Normal weight concrete masonry units conforming to ASTM C90 with 2000 psi grout conforming to ASTM 0474, 2. Embedment depth is measured from the outside face of the concrete masonry unit. , 3. Values are for anchors located in the grouted cell, bed joint, cross web or any combination of the above. 4. For anchors installed in the 'T" joint or head joint reduce tension values by 20%. 5. Values for edge distances between 4 inches and 12 inches and between 12 inches and 16 inches can be calculated by linear interpolation. 6. Anchors are limited to one per unit cell, 7. Based on using a safety factor of 4. HCKB (Hilt) Ceiling Kwik Bolt) Allowable loads' 1. Based on using a safety factor of 4. 2. Shear values for shear plane acting thru threads of anchor bolt. 160 US: 1. 800 - 879 - 8000 / www.us.hilti.com I Hilts Product Technical Guide 2002 1 Canaila: •Aril- 3a1.444a r �o tiu.: ^ ^ »• Based on using a safety factor of 4. TOTAL P.11 8� Q w JU c.) OO N CO w J H Nis. W O cy Z 1- O w U • � O N o l- w Z w U= 0 ~ Z Date: 9/2/03 Pages:1 Danny J. Dallum Project manager ACCO Engineered systems I To: City of Tukwila Bob Benedicto Phone: 206 -433 -0179 Fax: 206 - 431 -3665 From: Acco Engineered Systems Danny J. Dallum Phone: 253 - 854 -8554 ext. 118 Fax: 253 - 854 -8220 Subject: Prior Phone conversation and permit application. FILE COPY DV Of TIANIA PffilOWO SEP 2 2 2003 i CITY OF TUKKWILA S E P 0 2 2003 PERMIT CENTER This is to confirm that per our previous phone conversations on 08/19/03 and with your approval we are submitting this plan for permit application regarding the installation of additional cooling for a server room without economizer. Noted on our drawing is the detail you specified stating that the primary building systems do have economizer function and that the total of equipment including our new gear without economizer is less than 120,000Btu's. Please feel free to contact me if you have any further questions or concerns. We have also attached the equipment manufacturers operating parameters as additional notes for review. Originally we had anticipated installing up to twice the capacity of more equipment into this server room in the near future. However, it now appears that this is all our client Group Health will require. Thank you for y time and considerations engineered systems 1 /170.9 /9/ 08/19/03 14:01 FAX 2067636700 _ _ _ _CAMPBELL COMPANY Liebert Corporation A Division of Emerson Network Power 1050 Dearborn Drive, Columbus, OH 43229 Air Cooled Performance - Small Systems Version 7.3.3 8/19/2003 Model: MMD60E, (60hz) Condenser Data: Manufacturer: LIEBERT Model Number: MCD65A Quantity: 1 Compressor Data: Manufacturer: COPELAND • Model Number: ZR61 KC -TF5 Quantity: 1 Fan Data: Using standard fan motor. Total air flow = Evaporator coil flow + 0 cfm bypass. If Evaporator coil flow exceeds 2500 cfm, an optional larger fan motor is required. Enter Enter 'Enter :Air Dry Wet Rel Vol Bulb Bulb Humid Deg F Deg F % ACFM Air Face Vel FPM Standard Ambient: 95 Standard Airflow: 3500 Evaporator Data: Number of Rows: 4 Fins per Inch: 12 Face Area: 5.6 � AAM DA a_ v' c vt E i ooi Amb Total Sens Total Evap Suct Cond Alt Leave Leave Powe Temp Cool Cool Heat Temp Temp Temp Dry Wet per Cap Cap Reject Bulb Bulb Comr Deg F kBTUh kBTUh kBTUh Deg F Deg F Deg F Ft Deg F Deg F kW 69.0 56.4 45.0 x1900 339 95.0 53.9 46.8 74.0 42.8 40.7 117.0 0 46.0 45.0 4.670 Z re 6 D . U O, N 0. w 0: 2 J u_ a. � z � mo z t- 2 o. U 'O N, OH uj — Ca Z' U= O Z Group Health Server Room 8/20/03 Basic summary Loads: 5 PC's @ 532 BTU's /PC = 2,662 15 Servers @ 2362 BTU's = 35,430 4 UPS = 3,543 Sensible load = 41,635 (@ 80 %) Total load required = 52,047 BTU's Wednesday, September 17, 2003 Ken Nelson City of Tukwila Senior Plans Examiner 6300 Southcenter Boulevard Tukwila, WA. 98188 -2544 Dear Ken: Sincerely, im Hydzik, P.E. Acco engineered systems Design Engineer Group Health Co -o er. ve nant M D3 -41 engineered systems 253 / 854 -8444 Voice 253 / 854 -8220 Fax 835 N. Central Avenue Kent, Washington 98032 -3099 I am writing to you regarding the installation of one new split system Liebert Air conditioner for the server room at Group Health as referenced in mechanical Permit #M03 -141. Primarily the clarification of occupancy is what you have requested from us in order to final the mechanical permit. The room that the new mechanical equipment is designed for is a dedicated equipment server room. This room is non - occupied and is being provided for network / data routing purposes. Access to the room is secured and limited to intermittent employee occupancy only for checking on the equipment, securing misc. storage etc. It is not currently occupied nor are there plans in the future to station an employee within this server room on a permanent basis. RECEIVED CITY OF TUKWILA SEP 1 8 2003 PERMIT CENTER Established 1934 License #AIRCOCI131HQ ACTIVITY NUMBER: M03 -141 PROJECT NAME: GROUP HEALTH SITE ADDRESS: 12401 E MARGINAL WY S DATE: 09 -02 -03 X Original Plan Submittal Response to Incomplete Letter # _ Response to Correction Letter # Revision # after permit Is Issued DEPARTMENTS: � Build ng Division Public Works ❑ Documents /rouUng slip.doc 2.28.02 APPROVALS OR CORRECTIONS: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 5 c 6 14_ q- Fire Prevention 0 Structural ❑ DETERMIN ON OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09 -04 -03 Complete Incomplete ❑ REVIEWER'S INITIALS: PERMIT COORD COPY Planning Division Permit Coordinator Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROyTING: Please Route rad Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 10 -02 -03 Approved ❑ Approved with Conditions ( Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments Issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 04/00/02 1(1:03 FAX 818 545 9033 • • • • • • • `• .). • ": • • • ; •• •• . F625-052-000 (8/97) 1623-052-000 (8/91) " • .1 • .•••••• • ••• .*•■ • • • ;•• • • • • ..• • "",: •;"''. • • • •••• '•• • " • •••••• • :••••• !...),'„:• • • ••-•'):.••• •*.! . • • '• • ; • , • !. . •• • • ..41 ••••••• • . (, • 14.. • •• • ••••'' • ' •• I Ii . • •• • •• • ') • • • . • : .• . . . , • . • „. • • ' . „ • %ko. LY N 1 41 • • • .!•'•:. . • ;.,;•.„ • •`• ! ••; A • • •••.... • LICENSED AS PROVIDED BY LAW AS ELEC, ,CONTR , HVAC/RFRG iaS : 4ICESE .!4.f 11 • ' ni,Matt :.DATE' AntddcrOli8007:61/Ido4. EF,FECTIV4' D '• -• : 03 0.1/2p, 't 1%1 •-• • ••! AIR CONDITIONING 6265 SAN FEANADO - • GLENDALE CA ,51201-.2214 . I:. . DEPARTMENT OF LABOR AND INDUSTRIES I LICENSED AS PROVIDED BY LAW AS ELEC.. CONTR ',:HVAC/RFRGI • ,: • • ,LICENSE . 'DATE EC6A EFFECTIVE DATEL:'''lz 03/01/2000. • • AIR CONDITIONING.CCZTANY 6265 SAN FERNADORD. - • GLENDALE.C.A. 14 • - • ' .: ••.• .... ''!.'.'.;..-:; : . '. •••• " N • •••• ' • . . " ':. ' •• ' . ' . . ' ' '' i1 • ' ' ••••• ' . ! ' . • • . . . , , , . , , . • , ,. ., • ... ..„ ' • . i 1,•.• - •,•••'' • ' ; :•••••‘ :....'..• . ••• . . . •,, 11 •, • • • • • : • • • • • • • • • • • . 1 I • • ; 4 . • • • • 1 • • •....., .• .! I ,•• . . • . i • ...),.•■•;',.•■• k.. N.. 1 • ! .i ." ..... :4 • ...,•..... ••• : .°••••• ',. •••5 4 , .• • .!...;. ........i.. '.: • : .... 7,..... :4 . .., I. . ..". t , :• ; !..• t • • .... , . • . . ACC() ' • ' ' • • • •••• • I, • Detach And Display Cenificate 9 SEATTLE I ssued d by EPARTMENT OF LABOR AND INDUSTRIES , . • t iv , ,111 • 1111/1 0 - • • . ' • . • . • . ?., ••■ '•• • *'* • •• •‘ , **• •• •:••". , ;!••• •• '.!(•;' ,f1 ; • 1 . •••• • . . Please Remove And Sign Identification Card Before Placing In Billfold . . . . • • 1, t o o . , . , . . . •eloir"*.ok's0 • tg.11)U1 • • • •••' • 1.• AR DISTRIBUTION E TAG# DISCRITPTION MEG & MDL 4 BORDER TYPE I NECK SIZE SURFACE f1NISH REMARKS CD -1 CEILING DIFF. SURFACE MOUNT TITUS I MAC BOPDER TYPE 3 SEE PLANS T -BAR WHITE INCLUDE SQUARE TO ROUND ADAPTOR RG -1 RETURN GRILL SURFACE MOUNT TITUS EGGCRATE 50F BORDER TYPE 3 SEE PLANS T -BAP WHITE - SPLIT SYSTEM CONDENSING UNIT T SMBOL _:'CATION T MANL'F R & MCDE� NC CAP TONS SAC - chop ARAB I=EF Comp► = R _ON,Di. ACA MFA ` wtOCP FTP WEIGHT IDS '�EMA VOLTAGE ! _ ? -A 7:- r - A Cu / \ > LOCATION BERT LIE BERT M___,,.. 5 - 95 R -22 208, 3 ;'6C I 1 - 1 26 5 37.3 32 11.1 480 PROVIDE HOT GAS BYPASS \1A- 1/ A _ 1 I ) I DUCT INSULATION SCHEDULE SPLIT SYSTEM FAN COIL f P- VALVE v � - i _ _ ' v E ' o T '40 s RP CT: I TC ! S E _ S,_ EDB - - _ ' " i r . J_TAZif I- 11 ii • ;ADS _ v.4= • -_ -. IN CE•tm4G . kw J6JE 1900 0.5 - R -22 53-9 46. - � � I - 15 20e/3/60 ( 538 PROV'0E SMOKE DETECTOR, FILTER C10G Srlr'^ •-. ALTER BOk, SWEAT ADAPTER r, 'T_ SINGLE POINT POWER KIT. A _ 1 I DUCT INSULATION SCHEDULE DI 1trT TYpc f P- VALVE INSULAT ON owoSD SUPPL ' w � 1T4A rTIONED SPACE o LNbNE RETURN DUCT INSIDE THE CONIXT O D OA LCPE 0 NONE NOTE$, TIC I. T SCHEDULE DERMED FROM 'r( 2000 IIASrANGTON STATE T; WOE OE SECTION 1414 2 MC TABLE =4-5 2- SEE FLOOR PLANS FOR LRED DUCT �TR u N v I 1t TOR TO CONFIRM St4GLE POINT POM'_? KIT MEETS CODE 24x10 RG -1 AND CAN. RUN FLEX DUCT THROUGH OPENING IN (E) JOIST 12'0 14"0 14 '0 F IM--- '48X16 RG -1 AND CAN. FIELD VERIFY GRID SPACING. NOTE: FIELD TO VERIFY RA GRILLES LOCATED BEHIND TENANT RACKS. (TYP) (E) CONDUIT TO BE RELOCATED BY OTHERS CUT NEW OPENING IN TOP OF (E) 63x18 RA DUCT. SUPPORT DUCT AS NEEDED. CP -1 CONDENSATE - PUMP BY ACCO. ROUTE FAN COIL CONDENSATE TC APPROVED RECEPTICLE. REMOVE (E) DUCT AND GRDS ASSOC. W/ THIS VAV BOX. CAP OPENINGS ABANDON VAV BOX IN PLACE. INSTALLATION NOT POINT HE DIFIJSER SLOTS DOWN SO AIR DUMPS IN AISLE. ( / 1 _ SCALE: 1/4".1'-0 t ' - 4 --1 -' 1 1 (E) 'ONAM PARTIAL FIRST FLOOR PLAN . 11 Ql♦ 1 120V -10 b CIRCUIT BREAKER - - -a( OR FUSED DISCONNECT (TYP.) SEQUENCE OF OPERATION NORMAL OPERATION: T FIE FAN -COIL UNIT. FC -`A- al BE CONTRO.LD BY A T'STAT _OCATED N THE SERVER ROOM SET TO MAINTAIN 68 'HE CONDENSING JNIT. CU -1A -1, r._ REJECT HEAT "0 THE CEILING PLENUM SMOKE DETECTION: IN THE EVENT HE FAN COL SMOKE DETECTOR DETECTS SMOKE, THE FAN COI. MU. SHUT -OFF AND AN AUDIBLE *ARM NIL: SOUND. THE EXISTING BUILDING UPC. AC -2A. WILL OPERAS= N TM) MODES. THE FIRST 1100E WILL BE AS IT !S C1IRRENTLf OPERATING. THE SECOND MODE Mu_ BE CONTROI.ED BY A rsTAi N `HE CELNG PLENUM .0 THE CEILING PLENUM NEAR ME ONCENSNG UNIT S WARIER THAN 901 . AC -2A ILL RUN SUPPLY a RETURN FAN FOR 5 MINUTES MINIMUMI. THE CONTROL OF AC- 'A 15 Br OTHERS CP -1 EQUIPMENT INSTALLATION DETAIL NOT TO :,CALE •rirra 6C°9 ROOM T'STAT (PROVIDED W/ UNIT) 0 O 0 FA - C INDOOR UNIT O 0- 0-- 0 - FAN COIL OR CONDENSING UNIT NOTE: INSTALLATION CONCEPT TO BE VERIFIED WITH STRUCTURAL REVIEW AND FIELD TECHNICIAN 4 IO mo ' 4 4 �. fl v k . ; «. Try -0 208V -3o l SINGLE POINT POWER CONNECTION KIT • CU CONDENSING UNIT • ELECTRICAL CONTRACTOR TO CONFIRM SINGLE POINT POWER KIT MEETS CODE �- B -LINE FIG. B3036L P. 15 AT W -BEAM OR TRUSS (TYP) UNISTRUT TRAPEZE i" THREADED ROD PROVIDE WASHERS AT ALL NUT CONNECTIONS �-- EQUIPMENT MOUNTING FLANGE _-- NEOPRENE VIB. ISO PAD FILE COPY I understand that the Plan Check approvals are subject to encrs Tld omissions and approval of plans does not auTo -ize the violation of any adopted code Or ordinance. Receipt of con- t Actor's copy of approved plans acknowledged. By Date 2G _ Permit Ne 3 03 -I GENERAL NOTES 1. AL_ WO" TO CONFORM '0 AM IN ME')INI AL CODE ANC A.MCIRI TES JUltrSLC'110A 7` Au FO}aP1 N Sim._ BE RIG *j*." :ATALOJ TEAS OF THE IWNJACTU TER AiI; SWILL BE SU L AS A COMP f'E tHT ACCOROANC,E 4!T'» THE 1 eNucACTI, a_cR , STANDARC F CANA% MC AK` JI'110PII.. ITEMS REO,YiED FOR PRQPER INSTALLATION -.NESS uTrti>ERw-2 NU►ED 3. ADJUSTING AND BALANCING ADJUST EM]D PART _ STEM ") INSURE NOPOI NNCTIONIC I ALL OGNTROLS. SPEC>FTED NR DE TRBJIION. AND ENTIRE SYSTEM LI TT N OPERATING CONOn1r)L 4. A.1 CUTTING. PATCHING N : PAWN( :0 BULLDOG EIEIE/r: S AND -1NISNED SURFACES IS TO BE OOPS BY THE GEK RAL CONTRACTOR 5 Ai APPLIANCES DESIGNED TO BE FRED N POSITION 904.1. BE SEL71REl" FASTENED N PUKE 6. ALL EQUIPMENT SWILL BE LABELED PER Pf.ANS 7. PROW( NEC CODE IM M WORKla:• D LARANCE N FRONT DF ANY ELECTRICAL PANEL_ OFFSET EQUIPMENT AS REQUIRED 'DUCTWORK NOTES 1. ALL PRODUCTS SWILL COMPLY WITH SMA.`,NA DUCT CONSTRUCTION STANDARDS. FRST EDITION_ 2. S. ALL DUCTWORK AS NECESSAR , 3. MAXIMUM FLEX LENGTH IS 12' -0" SUPPORT *TIHOIr SAGS OR KINKS. 4 ALL DUCTWORK SIZES SHOWN ARE SHEET METAL SIZES. SUBTRACT APPROPRIATE DIMENSION FOR UNNC TO OBTAIN CLEAR DIMENSIONS. FOR EXTERtik CLEARANCES INCLUDE RENFORCMENTS t TRANSVERSE JONTS • 1 -+ERE APPUC.A6LE 5. PROVIDE DIFFUSER FRAME XIMPATI3LE MrH CEILING TYPE. REFER TO ARCHFECTURAL REFLECTED CD NC PLANS OR CEILING 6. ALL SUPPLY NR DUCTWORK TO BE 2" w.C. PRESSURE CLASS. LXCEPT DUCTWORK DOWNSTREAM (' VAv BOXES AND HEAT PIMPS MAY BE 1 M.C. PRESSURE CLASS 7. ALL RETURN DUCT SHALL BE 1" W.C. PRESSURE CURS. 8. INSULATE AU. D&X TWOK PER TABLE 14 -5 OF THL WA STATE NONRESIDENTIAL ENERGY CODE. CODE NOTES 1. THE EXISTING PRIMARY '-IVAC EQUIPMENT IN THIS BUILDING IS ECONOMIZED. THE TOTAL CAPACITY OF NON - ECONOMIZED EQUIPMENT DOES NOT EXCEED '20,000 BTU /HR. 2. THE EQUIPMENT TOTAL COOUNG CAPACITY IS LESS THAN 54,000 BTU AT THE S.:HEDULED OPERATING CONDITIONS AND 1900 CFA. - SEE ATTACHED NOTE WITH THE TWO CONDITIONS IN PLACE, BOB BENIDICTO OF THE CITY OF TUKIML -. HAS AGREED THIS EQUIPMENT WILL NOT REQUIRE ECONOMIZER PER PHONE CONVERSATION WRH DAN DALLUM ON 8/19/03. - SEE ATTACHED NOTE ELECTRICAL NOTES 1. WIRING AND INSTALLATION SHALL CONFORM TO ALL GOVERNING CODES. 2. ( INDICATES ITEMS FURNISHED BY ELECTRICAL CONTRACTOR. 3. 0 INDICATES ITEMS FURNISHED BY MECHANICAL CONTRACTOR. 4. ® INDICATES ITEMS FURNISHED BY MECHANICAL CONTRACTOR'S ELECTRICAL SUBCONTRACTOR. 5. 414 INDICATES ITEMS FURNISHED BY BUILDING AUTOMATION SYSTEM CONTRACTOR. 6. INDICATES LINE VOLTAGE WIRIN..; BY ELECTRICAL CONTRACTOR. 7. - - INDICATES LOW VOLTAGE WIRING BY ELECTRICAL CONTRACTOR. 8. - - - INDICATES LOW VOLTAGE WIRING BY BUILDING AUTOMATION SYSTEM CONTRACTOR. 9. ALL COPPER AND /OR ALUMINUM CONDUCTOR CONNECTIONS SHALL BE MADE AS PRESCRIBED BY ESTABLISHED ELECTRICAL INDUSTRY AND ENGINEERING STANDARDS. EXTREME CARE MJST BE TAKEN WHEN CONNECTIONS INVOLVE DISSIMILAR MATERIAL 3. 10. FROM 2001 UMC, SEC 309: ELECTRICAL CONNECTIONS EQUIPMENT REGULATED BY THIS CODE REQUIRING ELECTRICAL CONNECTIONS OF MORE THAN IF'Y (50) VOLTS SHALL HAVE A POSITIVE MEANS OF DISCONNECT ADJACENT TO AND IN SIGHT FROM THE EQUIPMENT SERVED. 4 120 -VOLT RECEPTACLE SHALL BE LOCATED WITHIN TWENTY -FIVE (25) FEET (7520 MM) OF THE EQUIPMENT FOR SERVICE ANU MAINTENANCE PURPOSES. THE RECEPTACLE NEED NCT BE LOCATED ON THE SAME LEVEL AS THE EQUIPMENT. LOW VOLTAGE VIRING OF FIFTY (50) VOLTS OR. LESS WITHIN A STRUCTURE SHALL BE INSTALLED IN A MANNER TO PREVENT PHYSICAL DAMAGE CP b ;P 9' " , 5Y� `� ' SEPARATE PERMIT REQUIRED FOR: C' r, CHANICAL V7. FCTRICAL [(" :. L. "BITING LK `.LAS PIPING CITY OF TUKWILA Bt1'I -WING DIVISION RECEIVED CITY OF TUKWILA SEP 0 2 2003 PERMIT CENTER engineered systems 835 N. CENTRAL AVENUE, SUITE 132 KENT, WASHIN 3TON 98032 (253) 854 -8444 THE VIOHIN DESIGN IS EXCLUSIVELY OWNED Br ACCG 1 NGINEERTD SYSTEMS, ANC IS NC' .ti'TENDEC FOR PUBLICATION. EXHIBIT' - 1N HEREOF IS SO. EL r cOR THE j'URFOS£ OF EFT = CTING A SALE OR TRANSF_ - R OF THE D UNEATED MECHANICAL AND OR CONTROLS SYSTE44S A \ I 09 -02 -03 ISSUE FOR PERMIT No Date Description Revisions Project 12401 EAST MARGINAL WAY SOUTH TUKWLA, WASHINGTON Title PARTIAL FIRST FLOOR PLAN JL Designed By JL Drawn By 424692 Job Number AS NOTED Scale GROUP HEALTH SERVER ROOM JL By i - Ch By DD Project Manager T1.01 Ti _01.dwq le Name 1 Of 1 Sheets