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HomeMy WebLinkAboutPermit M07-219 - SAVVIS COMMUNICATIONS CORP6TZ HLL IO£Zi SNOIINDINf1IAINOD STAYS Parcel No.: 0923049367 Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: MICHELLE MULLIN Address: 7717 DETROIT AV SW , SEATTLE WA DESCRIPTION OF WORK: INSTALL ONE (1) RELIEF FAN. 12301 TUKWILA INTERNATIONAL EL TUKW Contractor: Name: MACDONALD/MILLER PAC SOL INC Address: PO BOX 47983 , SEATTLE, WA Contractor License No: MACDOFS980RU Value of Mechanical: $4,685.00 Type of Fire Protection: SPRINKLERS SAVVIS COMMUNICATIONS CORP 12301 TUKWILA INTERNATIONAL BL , TUKWILA WA INTERNATIONAL GATEWAY WEST 12201 TUKWILA INTERNATIONAL BLVD , SEATTLE WA 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 Citf 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 MECHANICAL PERMIT EOUIPMENT TYPE AND OUANTITY 0 0 0 0 0 0 0 0 0 1 0 0 0 0 * * continued on next page ** M07 -219 Permit Number: Issue Date: Permit Expires On: Phone: Phone: 206 -768 -4254 Phone: 206 - 763 -9400 Expiration Date: 12/31/2008 M07 -219 11/06/2007 05/04/2008 Fees Collected: $211.95 International Mechanical Code Edition: 2006 Boiler Compressor: 0-3 HP /100,000 BTU 0 3 -15 HP /500,000 BTU 0 15-30 HP /1,000,000 BTU.. 0 30 -50 HP/1,750,000 BTU.. 0 50+ HP /1,750,000 BTU 0 Fire Damper 0 Diffuser 0 Thermostat 0 Wood/Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment 0 Printed: 11 -06 -2007 Permit Center Authorized Signature: Signature: Print Name: doc: IMC -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: M07 -219 Issue Date: 11/06/2007 Permit Expires On: 05/04/2008 Date: L a fit ta I hereby certify that I have read and ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or th erformance of ork. I am authorized to sign and obtain this mechanical permit. Date: tth9 � 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 suspendec or abandoned for a period of 180 days from the last inspection. M07 -219 Printed: 11 -06 -2007 Parcel No.: 0923049367 Address: Suite No: Tenant: doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 12301 TUKWILA INTERNATIONAL BL TUKW SAVVIS COMMUNICATIONS CORP 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS * *continued on next page ** Permit Number: Status: Applied Date: Issue Date: M07 -219 ISSUED 10/12/2007 11/06/2007 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 mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Readily accessible access to roof mounted equipment is required. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the CityofTukwila Permit Center. 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 12: 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. M07 -219 Printed: 11 -06 -2007 Signature: Print Name: doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Date: VO‘ /07 M07 - 219 Printed: 11 -06 -2007 SITE LOCATION (110 Site Address: ) 2 3 b I Tt L, t in ..1".-bar' w to r o►\ M.V ()Suite Number: Floor: l - trb f •� vir Tenant Name: 5 QV V I S V I 0r New Tenant: ❑ Yes 1S1..No Property Owners Name: $ay v1 5 Co h^rh. Co u r t C&+/0A S COT or 6....+1 *Cr. Mailing Address: 12 J - 11..k,.....• v +e -n o,:h Or∎cA% %IA/ 1Q Tt..k. w t 1 a L J A c- ►$ /, is (D City State Zip CONTACT PERSON Name: M I Cho—i in& v, l l Mailing Address: 11 l " 1 f C2 , S W £Q't`u (N jA elY / O L City State Zip E -Mail Address: Fax Number: GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5) ) Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Contractor Registration Number: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: City Contact Person: Day - .hone: E -Mail Address: Fax Number: ENGINEER OF RE Company Name: Mailing Address: Contact Person: E -Mail Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: //www. ci. tukwila. wa. us Q:Upplications \Fomu- Applications On Line\3 -2006. Permit Application.doc Revised: 4-2006 bh — All plans must be wet stamped by Engineer of Record Building Permit No. Mechanical Permit No. O - .Z 1 Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.: 09 30 9 6 1-t -W Day Telephon Co) 7(4 l YeZS'`i State Zip Number: Expiratto City State Zip State Zip Da ' • hone: Fax Number: Page 1 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Fumace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct I 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 MECHANICAL CONTRACTOR INFORMATION Company Name: 1 Y \0..G. 1 > 0 r■0A4, esn. AVA Contact Person: iM-Lv.-1 —L 11 i t!1/`v A ` 1 v. Q:1Applications'Fonn- Applications On Line'.3.2006 - Permit Application.doc Revised: 4-2006 bh MECHANICAL PERMIT INFORMATION - 206 -431 -3670 Mailing Address: L 1 � ,ti \\ P' S La L..) A sync, City State Zip Day Telephone: (200 "7 — Cl aSs I E -Mail Address: Fax Number: Contractor Registration Number: L" .0,c_A oO F S cis a (t U Expiration Date: ) 2- 3 ' Valuation of Project (contractor's bid price): $ 4 4 GI( Se C a Scope of Work (please provide detailed information): I I I 1 E-- Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement . Fuel Type: Electric Gas .... ❑ Other: Indicate type of mechanical work being installed and the quantity below: Page 4 of 6 PERMIT APPLICATION NOTES - Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing code (current edition). 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. BUILDI G I ' ' OR AUTHORIZED AGENT: Signature: Print Name: A +214 e 11 Mailing Address: '1 I '1 '4 A'+'o r! Auk S 1.J �AG�C W to 5g/o‘ City State Zip Date Application Expires: 9 -i� -o7 Date Application Accepted: - -o 7 Q: Applications\Fonns•Applications On Line\3.2006 - Permit Application.doc Revised: 4-2006 bh Date: / D — O "7 Day Telephone: CZ 00 — 1I.2 -- D-1 R Staff Initials: i / ,ID Page 6 of 6 Payee: MACDONALD MILLER ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 0923049367 Permit Number: M07 -219 Address: 12301 TUKWILA INTERNATIONAL BL TUKW Status: PENDING Suite No: Applied Date: 10/12/2007 Applicant: SAWIS COMMUNICATIONS CORP Issue Date: itaxipt No.: R07 -02274 Payment Amount: $36.39 Initials: WER Payment Date: 10/17/2007 01:47 PM Jser ID: 1655 Balance: $175.56 CRANSACTION LIST: Type Method Description Amount Payment Check 1462 36.39 Account Code Current Pmts 000/345.830 36.39 Total: $36.39 ioc: Receict -06 Printed: 10-17 -2007 RECEIPT NO: R07 -02430 Initials: WER User ID: 1655 SET TRANSACTIONS: Set Member Amount ACCOUNT ITEM LIST: Description MECHANICAL - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us SET RECEIPT Payee: MACDONALD MILLER FACILITY SOLUTIONS, INC. M07 -213 1,372.41 M07 -219 175.56 TOTAL: 1,547.97 Payment Check 1484 TOTAL: 000/322.100 1,547.97 TOTAL: 1,547.97 Payment Date: 11/06/2007 Total Payment: 1,547.97 SET ID: 1106 SET NAME: MACDONALD MILLER TRANSACTION LIST: Type Method Description Amount 1,547.97 1,547.97 Account Code Current Pmts Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: R07 -02809 JEM 1165 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www. ci. tukwila. wa. us 0923049367 12301 TUKWILA INTERNATIONAL BL TUKW SAVVIS COMMUNICATIONS CORP RECEIPT MACDONALD- MILLER FACILITY SOLUTIONS, INC. TRANSACTION LIST: Type Method Description Payment Check 1549 ACCOUNT ITEM LIST: Description Account Code MECHANICAL - NONRES 000/322.100 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $58.00 Payment Date: 12/19/2007 01:21 PM Balance: $0.00 Amount 58.00 Current Pmts 58.00 Total: $58.00 M07 -219 ISSUED 10/12/2007 11/06/2007 6267 12/1? 9710 TOTAL 58.00 doc: Receipt -06 Printed: 12 -19 -2007 COMMENTS: el 4- bnifti,4 a7�,4s Type of Inspection: , n /::-/ /1/ / Addr s: 3 © / T "7i r 1 4 _I4, Date Called: / r ; S -... r' ,motto �/'�'�.✓`��t�' fC/'1 if =yf r ,1 sif U a.m p.m. Requester: Ph "11 o 1� - z 55 f /7..) U / Proje J0v V'''- el 4- bnifti,4 a7�,4s Type of Inspection: , n /::-/ /1/ / Addr s: 3 © / T "7i r 1 4 _I4, Date Called: Special Instructions: Date Wanted: " U a.m p.m. Requester: Ph "11 o 1� - z 55 f /7..) U INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 IZ Approved per applicable codes. Corrections required prior to approval. Receipt No.: Date: - 0 $5 0 REINSPECTION FEE RE UIRED. Pri r o inspection, fee must be p d at 6300 Southcenter Blvd., uite 100. Call the schedule reinspection. Date: r.. vietr epprovaf 13 subject to errors andamtssto e . C. nstrv:;<' In document, • tt n .} C Lay c. coeo crOJ . • '1�� Ficl C. �i%l lljr V� ri C.. cars.; d1iS. �. ;� cofd;ticr3 i3 a :kn Savvis Fan Installation Seattle, WA Structural Calculations Prepared for MacDonald- Miller 1716 Detroit Avenue SW Seattle, WA 98106 FILE COPY KPFF Project No. 307027 Permit NO. ___ October 15, 2007 EXPIRES 1_ c Q _ Mal Consulting Engineers 2709 Wetmore Avenue Everett, WA 98201 (425) 259 -6747 Mop - 219 REVIEWE CODE CO , APPROV Nov _ 5 2001 RECEIVED OCT 17 2007 PERMIT CENTEFh ma pa rama t►• W.•%d My W•i, TUKWILA - 9816812301 PACIFIC HWY S Lat -Long: 47.49 (47'29') I - 122.29 (- 122'17') Page 1 of 1 http: // world. maporama. com /idl/ maporama /drawaddress.aspx ?xsl=print &xml= map &MD_s... 10/3/2007 Conterminous 48 States 2006 International Building Code Latitude = 47.49 Longitude = - 122.29 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.489 Ss, Site Class, D 1.0 0.513 S1, Site Class (7 Conterminous 48 States 2006 International Building Code Latitude = 47.49 Longitude = - 122.29 Spectral Response Accelerations SMs and SM1 SMs = FaSs and SM1 = FvS1 SiteClassD - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.489 SMs, Site Class D 1.0 0.770 SM1, Site Class D Conterminous 48 States 2006 International Building Code Latitude = 47.49 Longitude = - 122.29 SDs= 2 /3x SMs and SDI = 2 /3xSM1 Site Class D - Fa =1.0 ,Fv =1.5 Period Sa (sec) (g) Consulting Engineers 1601 Fifth Ave. Suite 1600 Seattle, WA 98101 (206) 622 -5822 Fax (206) 622 -8130 waect < Ape I loca 'Fel:T TL.1r' Client date 10/ /71 sheet no. job no. 307 27 a,;1 s C ! V ! z C'hf -i • a , jho)4 . °At 3 ; J 4 2 t.. 0.;997.4 k k4 : z.- k a i :- ! \" O ; 14. 85 01't (r:8 )I / 'CO) 1. j Consulting Engineers 1601 FI th Ave. Suite 1600 Seattle, WA 98101 (206) 622 -5822 Fax (206) 622 -8130 Protect 1 location !'1. client date sheet no. pc no. 3 °7 2? Vi_tAz Stec ' te N n tsrtk -t4 i 1• ; i I • • cv+sit4tr Consulting Engineers 1601 Fifth Ave. Suite 1600 Seattle, WA 98101 (206) 622 -5822 Fax (206) 622 -8130 P ' A i client by R—TL dale sheet no. Job no. 7 l--(s-3L iL - ' c.'N .s'' i • 3 `S1ty - 0 . k�• 1..- -7pc -- . - 7.. ;-AY i,ePrv 1.,-0f'ct7 ', I . I ; j : : ' .�r,...t t ; : 2 ,-ri ' I I . i ■ • Z , o C3-t7—k..- L\ • :,l to k -5 1 + C + !r P , �O. \o -'e i Z , o s�' • 7111-4?;— T • ; � ( 1 . • 2 •C. , i 1—?..0 17S.1 I ZO.4.i> ' i L - - ; i ; : 4 A ' ! • ; 1 , I • ST4 -2-0H-77; . ; : : ' : : ' I a1.„;,.., . - - t i ' k _ k . , ; s - - . ; Q''{ " 7 . } ( L 17 , -- L q 7 y .Zl -. '• . ?,) ZI -'ZQ ) ;:; y(f)m :7 is • I• • I; i • 'k Pit-t-a -.� -�4z :: Wl.tr i rr . _:. - ivv(2oLt J zy i. sv - . .' (v1P(z > °.qp•_ . t s7D O.)S (73a4') t6 A j I s. - s'' I I ; 1 ` 4:2`'(4- x.z4•(. 54 1 v ti.'F 4 . '71 . a ICJ, I Joist Designation 8K1 10K1 12K1 12K3 12K5 14K1 14K3 14K4 14K6 16K2 16K3 16K4 16K5 16K6 16K7 16K9 Depth (in.) 8 10 12 12 12 14 14 14 14 16 16 16 16 18 16 16 Approx. Wt Ibefft. 5.1 5.0 5.0 5.7 7.1 52 6.0 6.7 7.7 5.5 6.3 7.0 7.5 8.1 8.6 10.0 Pan ( ) • a §,§ 9 550 550 • 10 550 0 550 550 11 532 377 550 542 miiiiitimmi 1.1111111111EI 550 510 650 550 650 550 ----_- 50 550 50 550 I 550 550 t, 550 550 I MI 507 501 507 I __ __ lIIL1 I I UL1LI � Ltfl i L 1111111Elliallifil4. BA vi I 408 409 ® 490 490 490 490 490 207 �� L 230 l♦ I ��r . . LILI Elliiiitillaill I 405 307 405 339 406 Ell E. MUM-LIell MN .1.1. MI MIMI mem. MUM MUM 108 t,v 230 II 330 170 LI LI IL `LIIIILI T LIL1EIL IN 160 LULl 1 �r �LlLl 170 �LJ ---- ciratgaral 110 BAIN IffilltatatillEME111111 ,• ' mr 208 v: alci -_-- .TH i 1 06 LII itt MEM mom 1 _-- ____ REIHEAREILIIIiiilifiliall : - 96 " 106 '.- -8i ^ LIIiLILILI •. 101 YI: 114 124 137 161 32 • 142- '71 - :.158.; ' ;-. 79= 190' 92'' 214 "•103 ' 233 112 259 124 311 147 STANDARD LOAD TABLE FOR OPEN WEB STEEL JOISTS, 86SERIES The black figures in the following table give the TOTAL safe uniformly distributed load capacities, In pounds per linear foot, of K- Series Steel Joists. The weight of DEAD loads, including the joists, must be deducted to determine the LIVE load- carrying capacities of the joists. Sloped par- allel -chord joists shall use span as defined by the length along the slope. The figures shown in RED in this load table are the LIVE loads per linear foot of joist which will produce an approxi- mate deflection of 1/360 of the span. LIVE loads which will produce a deflection of 1/240 of the span may be obtained by multiplying the figures in RED by 1.5. In no case shall the TOTAL load capacity of the joists be exceeded. Based on a Maximum Allowable Tensile Stress of 30 ksi Adopted by the Steel Joist Institute November 4, 1985; Revised to May 1, 2000 — Effective August 1, 2002 The approximate `joist weights per linear foot shown in these tables do not Include accessories. The approximate moment of Inertia of the joist, in inches` is; = 26.767(WLL)(L where WLL = RED figure in the toad Table and L = (Span - .33) in feet. For the proper handling of concentrated and/or varying loads, see Section 5.5 in the Recommended Code of Stan- dard Practice for Steel Joists and Joist Girders: Where the joist span exceeds the unshaded area of the load table, the row of bridging nearest the mid -span shall be diagonal bridging with bolted connections at the chords and intersections. STANDARD LOAD TABLE/OPEN WEB STEEL JOISTS, K - SERIES Based on a Maximum Allowable Tensile Stress of 30 ksi • 10 Consulting Engineers 1601 Fifth Ave. Suite 1600 Seattle, WA 98101 (206) 622 -5822 Fax (206) 622 -8130 welod S sI % r pr i %, J 4 i At.L location client �r EC2— date shoat no. lob no. 5 C� 3t1?5 + i : t-ko • : I ;(,1a.. to )_ Lf • 5? 4 = 3o .a . • Consulting Engineers 1601 Fifth Ave. Suite 1600 Seattle, WA 98101 (206) 622 -5822 Fax (206) 622 -8130 PrOact ,rV t S }' fdt 1 M A bcatlon dent BIZ date sheet ra. Job no. vsF" 7 c1Ari �► 6Jt1-tD • iScv-z' -f f -C.. , . ok1.1 = : �� • ZSip� ‘1b 5 ' 3 Z \`1, .z,b .0 •I i L07 i= i Qo • ' 4 �:c. StN- T a If i �!N1 � 2 C63 -05 1 ,. © , 34 `7 1 0 ; ) - • i 1 a'ef-ihs.r-I . '-sio 1-•,-(‘- , 7 ?,,,s : FIAT- , I ' i . , I, ,1 ii,• ; it i0 : (T4L.'&Dji C ..5,. . 8a .r9 S� rz?W�•cS , w! ... o► G- t(.QttR , I i ki4 =f 'r- ! ' G> 5 1.0 ■ '7 ' •ICI ' ;1-3 -- 0 1's' )4ebt.c $L — t_ . .Cr.++ - t ci-_ S.,pl an.JC S .. 1 • • '� V Ey«s1 -- c.) ti $x s ,i' (3 , A ' T+fi.- %-- + � �5.. "D� 1�1-'� �- 1 �? : p l � : y .c-; : t ' 3 .,/ 1,.,is 4?...�T'Co! 1 Rev: 580007 User KW-0807836 Ver 5.8.0, 1-Dee-2003 c)1983 -2003 ENEI ICALC En ineerl Selene. Steel Beam Design Page 1 sswls fen.econCelcul.tions Description General information Steel Section : W18X46 Center Span Left Cant. Right Cant Lu : Unbraced Length Distributed Loads DL LL ST Start Location End Location Dead Load Uve Load Short Term Location Existing W 1 8x46 # 1 1.450 Shear fv : Shear Stress fv /Ev Force & Stress Summary 21.33 ft 0.00 ft 0.00 ft 5.00 ft #2 18.388 k 2.828 ksi 0.141 :1 Shear @ Left 17.90 k 17.90 Shear @ Right 18.39 k 18.39 Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together #3 17.100 #1 #2 • #3 2.400 0.550 1.430 8.500 12.800 17.100 #4 #4 Title : Dsgnr. Description : Scope : Summary Using: W18X46 section, Span = 21.33ft, Fy - 50.0ksi End Fixity = Pinned- Pinned, Lu = 5.00ft, LDF = 1.000 Actual Allowable Moment 100.709 k -ft 218.700 k -ft fb : Bending Stress 15.336 ksi 33.000 ksi fblFb 0.465:1 130.032 k 20.000 ksi Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 #5 #6 Notel Short Term Loads Are WIND Loads. L Point Loads Note! Short Term Loads Are WIND Loads. k #5 Fy Load Duration Factor Elastic Modulus #6 Beam OK Static Load Casa Governs Stress Max. Deflection LengthlDL Dell Length/(DL +LL Deft) Job # Date: 11:02AM, 11 OCT 07 50.00ks1 1.00 29,000.0 ksi #7 k/ft k/ft k/ft ft ft #7 k k k ft «- These columns are Dead + Uve Load placed as noted -» DL LL LL +ST U. LL +ST Maximum Only 0 Center la Center @ Cants t Cants Max. M + 100.71 k - ft 100.71 k - ft Max. M - k -ft Max M @ Left k -ft Max M Right k - ft k k Center Dell. -0.398 In -0.398 0.000 -0.398 0.000 0.000 In Left Cant Dell 0.000In 0.000 0.000 0.000 0.000 0.000 In Right Cant Defl 0.000 In 0.000 0.000 0.000 0.000 0.000 in ...Query Defl © 0.000 ft 0.000 0.000 0.000 0.000 0.000 In Reaction i Left 17.90 17.90 17.90 k Reaction (p Rt 18.39 18.39 18.39 K Fa calc'd per Eq. E2 -1, KIJr < Cc I Beam Passes Table 85.1, Fb per Eq. F1 -1, Fb = 0.66 Fy -0.398 in 643.0 :1 643.0 : 1 mu Consulting Engineers 1601 Fifth Ave. Suite 1600 Seattle, WA 98101 (206) 622 -5822 Fax (206) 622 -8130 Proles --)A.YI N location diem date sheet no. job no. (2=.2› P r— • 4.-•.:1$1 0 - • `a 3 Oty Model Volume (CFM) SP (in wg) FRPM Operating Power (p) Motor Information Size (hp) WC/P End Motor RPM. Windings FLA (A) I RBUM0.2L48 5l 0 30,000 0125 543 434 5 480/60/3 OOP 1725 1 7 6 Inlet Sound Power by Octave Band Lwa MA song: 62 5 125 250 500 1000 2000 4000 8000 83 eo I 80 I 67 82 78 76 1 1 68 88 77 27 Approx Fan Recommended Weight (lb) Roo:/Wail Opening: (In) 002' 34 JGREENHECK Building Value in Air. 83.09 21.75 i t 2.25 •• 1574 ... • B1sas greeter than 38 with Nigh Temp Option wilt be I In. larger NOTES: All dimensions shown are In units of inches Fan weight is without accessories DIMENSIONS anon ft • 0. Airstream To Tatung F e 70 SOUND a 1 I 11 1e et et .1 .. CAPS 3.4.1.4 • 58 UPI 11111=1111111111 11111111111111111111M1111 111111101111111E I %1II I��'E NIEMEMECEMMOSEECEiliiirAiSEME • 1• N N Vawr tern) s taw RBUMO SELECTED OPTIONS & ACCESSORIES Switch • Noma -3R, Toggle. Mounted & Wired Curb GPI-87 5-012 Steel Butterfly Damper Bearings with Grease Fillings Two Groove Pulley and Belt System Energy Efficient Motor meets EPACT and NEMA 1210 1• Printed Date: 9/25/2007 Job: Mac-Miller Misc. 2007 Product Type: Fan Mark! RR(IM() Propeller Upblast Belt Drive Motor Out -of Airstream Tag: RaU STANDARD CONSTRUCTION FEATURES • Fan base, motor cover and wmdband of galvanized steel • Pane! and drive tram assembles of galvanized steel for sizes 1810 48, painted steel for sizes 54 and 80 • Windband has built in damper stops • Aluminum butterfly dampers • Fabricated steel propeller • Ball bearing motors • Adjustable motor plate • Venable pitch motor pu l , s h alt mounted in pillow w block bearings th grease series • Static free • FA - Based on tables 150 or 145 of Natronat Etaclncsl Coda 2002 LwA - A weighted sound power level, based on ANSI S1 013A - A weghted sound pressure level, based on It 5 de eaenuabon per dolma bend it e 0 a Bones ed.uleied usng A1NCA 301 et 5 0 n rs 11 44 9t St SI 1t to • I I otsnnto arms., P'CarftwlnjobsMaa- Miller MIso. 2007 gcl Page 3 of 4 EXHAUST FAN SCHEDULE UNIT NO. AREA SERVED MFG & MODEL NO. TYPE CFM ESP RPM HP VOLT/PH BOO - - - -' 5 m NOTES EF -1 UPS BATTERY RM - RELIEF GREENHECK RBUMO- 21.48 -50 PROPELLER UPBIAST 30.000 0.125 1725 5 46013 YES NEW 1-6 lint-cc. 1. DISCONNECT BY ELECTRICAL CONTRACTOR. 2 MOTOR STARTER BY ELECTRICAi. CONTRACTOR. 3 INTEGRAL STEEL. BACKDRAFT DAMPER. 4 MOTOR RATED NEMA 3-R 5 MM FABRICATE AND INSTALL ROOF CURB. B. WEIGHT INCLUDES ROOF CURB. • e do. i i Ii I S s. 0 B r a •i 1 1 1 1 1 1 1 1 1 1 1 1) 1 1 1 b loess] loses' 1 J 1 J 1 J 411 I0i06 EMI Consulting Engineers 1601 Fifth Ave. Suite 1600 Seattle, WA 98101 (206) 622 -5822 Fax (206) 622 -8130 w o l oc' 1-714:0 tA f �/ti S't I li butlgl S (�'�..C. , Y"� t dot by ER- d.l. %fi (17 /o sheet no. -I loo no. 30 ; 27 i 1.1 S 3x 3 /�V • ti(�va 12 o-1 x: \ i.xtz . T'►- , .. i epr S��C o%! Jp6ST : Top: G.t� tKZ-G Y v � sslonlAi �� 10-is-co EXPIRES ( o f sheet no. S - 2 1Z 0 L . £ q Pt 1/4 1 w ,: 1 i p (4- - 0 -15-0 . - . . . . . . . l . .r.......,.: \... 35838 0, .40 18 . 7E0 9 \ ‘ 0 4 . . . . 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Q t FILE COPY Savvis Fan Installation Seattle, WA Structural Calculations Prepared for MacDonald-Miller 7717 Detroit Avenue SW Seattle, WA 98106 _ KPFF Project No. 307027 December 11, 2006 EMI Consult i ng G4401118 2709 Wetmore Avenue Everett, WA 98201 (425)259-6747 KECEIVED CITY OF TUKWILA DEC 1 3 2007 PERMIT CENTER REVISION NO _L Consulting Engineers 1601 Filth Ave. Suite 1600 Seattle, WA 98101 (206) 622-5822 Fax (206) 622 -6130 AEIIIN Consulting Engineers 1601 Flfth Ave. Suite 1600 Seattle, WA 98101 (206) 622-5822 Fax (206) 622-8130 Paled .< tel V I ¶) location cused bY V.A2- date sheet no. job no. 3157v. ! • ' : : I ' ' ' " • • i ! ; , " ' • : , ! • : . • i ; i • • ' i : ; • ; i • t • : i • •■ ' ; ; • ' ; ; • ' ! ' , ,, r ... L 1 rt ; . • t . , . 1 ' .,„„; • • ' ' . • : i ' , . • ; . ; . ici. =?.. . . , : , , • ; • ,,,• .:•.,, ••,. ;•;;,; ;• • ' • D.-A-szi 'thy SCP:.11/)d i . . . I • ; • ; ! 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Gia porama the wor14 Air rs TUKWILA - 9816812301 PACIFIC HWY S Lat -Long: 47.49 (47'29') I - 122.29 (- 122'17') Page 1 of 1 http: // world. maporama. com/ idl /maporama/drawaddress.aspx ?xsl= print &xml = map &MD s... 10/3/2007 Conterminous 48 States 2006 International Building Code Latitude = 47.49 Longitude = - 122.29 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa =1.0 ,Fv =1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.489 Ss 1.0 0.513 81 Conterminous 48 States 2006 International Building Code Latitude = 47.49 Longitude = - 122.29 Spectral Response Accelerations SMs and SM1 SMs = FaSs and SM1 = FvS1 Site Class D- Fa = 1.0,Fv =1.5 Period Sa (sec) (g) 0.2 1.489 SMs, Site Class D 1.0 0.770 SM1, Site Class D Conterminous 48 States 2006 International Building Code Latitude = 47.49 Longitude = - 122.29 SDs= 2/3x SMs and SDI = 2/3xSM1 SiteClass - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) Consulting Engineers 1601 Fifth Ave. Suite 1600 Seattle, WA 98101 (206) 622 -5822 Fax (206) 622 -8130 wolf 1 I - fi:34-i -1 lecatian sate sheet no. Job no Consulting Engineers 1601 Fifth Ave. Suite 1600 Seattle, WA 98101 (206) 622 -5822 Fax (206) 622 -8130 VOW 'SPAN'S 1051141/‘•' bollgon <' T' /'r( -e dient by -tut, data sheet no. job no. : i. Vai-wk► 4.38 : I Consulting Engineers 1601 Filth Ave. Suite 1600 Seattle, WA 98101 (206) 622 -5822 Fax (206) 622 -8130 wood 5A iV IS J !L( rpe L.. tegion r?TUE tic u client by date sheet no. job no. Consulting Engineers 1601 Filth Ave. Suite 1600 Seattle, WA 98101 (206) 622 -5822 Fax (206) 622 -8130 • • J: z J: t r "' ;4.? n gTZ"L6" cart 2.S • by R-TZ date sheen no. job no. --fi . . 4 L 1: tgp Joist Designation 81(1 101(1 121(1 121(3 121(5 14K1 14K3 14K4 141(8 16K2 181(3 161(4 161(5 161(6 161(7 181(9 Depth (In.) 8 10 12 12 12 14 14 14 14 16 18 16 16 16 16 16 ApptoiL Wt AZ AR) 5.1 5.0 5.0 6.7 7.1 5.2 6.0 6.7 7.7 6.5 6.3 7.0 7.5 8.1 8.6 10.0 s ) 8 @§ 9 550 • 10 650 480 550 550 11 532 377 550 542 12 444 288 650 455 650 550 550 550 550 550 13 377 479 650 0 550 510 650 - � - �_- IIIMMVIIIBaElrallgl m : 25 k4 463 8 .t i e 550 .tes VI 550 I 607 507 607 I _------ n 390 LiEi 1 . V. t +� i , is , 650 v: , . 650 i.: . 660 #� 650 t . 550 1:. 660 :4 + 650 �ii�i RLI�L1 BA 1, +, t. h EE► E► t . �.. I t . t . t • .t . . G . LI 409 I 409 490 480 490 490 490 207 I 230 RA t.. I NAM t +� t i a .tip f J L H t 330 Ell F ', j 4 NM MIE t L1 7. L1L1IIL1 Yi tT• i +- .K fi 40 5 . LlEarl 4� + 406 - 106 92 IA LItil aL NMI 289 323 MI6= t6 o WI 160 L 226 IM r,t� la 307 EI Mid LI LILILILI 2 0 NA MIA NA NAM IIIIIEMBARAIMItitnartgliatifila ' EMI la I tall 132 IA Ell 1 208 itil w MI= IMM �--- MElipa WA MI il '�: L "' ��___ ____I 10s IlLIrmL1 101 ga ���� mii IRMEMEMEnalialla t• onliminimaillipligi Mal - I STANDARD LOAD TABLE FOR OPEN WEB STEEL JOISTS, K- SERIES The black figures in the following table give the TOTAL safe uniformly distributed load- carrying capacities, in pounds per linear foot, of K- Series Steel Joists. The weight of DEAD loads, including the joists, must be deducted to determine the UVE load- carrying capacities of the Joists. Sloped par- allel chord joists shall use span as defined by the length along the slope. The figures shown in RED in this load table are the UVE loads per linear foot of joist which will produce an approxi- mate deflection of 1/360 of the span. UVE loads which will produce a deflection of 1/240 of the span may be obtained by multiplying the figures in RED by 1.5. In no case shall the TOTAL load capacity of the Joists be exceeded. Based on a Maximum Allowable Tensile Stress of 30 ksl Adopted by the Steel Joist Institute November 4, 1965; Revised to May 1, 2000 — Effective August 1, 2002 The approximate' joist weights per linear foot shown in these tables do not include accessories. The approximate moment of Inertia of the joist, in inches I = 26.767(WW(L')(10 where Wit = RED figure in the toad Table and L = (Span - .33) in feet. For the proper handling of concentrated and/or varying loads, see Section 5.5 in the Recommended Code of Stan- dard Practice for Steel Joists and Joist Girders. Where the joist span exceeds the unshaded area of the load table, the row of bridging nearest the mid -span shall be diagonal bridging with bolted connections at the chords and intersections. STANDARD LOAD TABLE/OPEN WEB STEEL JOISTS, K- SERIES Based on a Maximum Allowable Tensile Stress of 30 ksi • 10 . f Consulting Engineers 1601 Fifth Ave. Suite 1600 Seattle, WA $8101 (206) 622 -5822 Fax (206) 622 -8130 Prow 50 ' t J IA.(S ( location sent bY . g42 — daze sheet no. Job no. Enll Consulting Engineers 1601 Filth Ave. Suite 1600 Seattle, WA 98101 (206) 622 -5822 Fax (206) 622 -8130 Pmiect C S 4 IwSNPi"" -- weabon orient by 'RQ date shoot no. job no tJT ) QO, r : eki7' M c.- ll k.x% i 1)1z- k4 P -c -T 111/4.%.,-P+ • ►- v - Vic , ! t7-e r W't' W,s. -lD • ' s E _ .. ' • :. ; • • W? -17° ty1.4 xycs . ` 3 c A [ r . ) ∎ s'-c T I • o P D . ,t D A - o ' - S =F . i s • (6 )`'kev , 19. r 2Stx H T al 1iisp2Tt : JUo k.pucU4-Per To 43tix'atcc— S % tZ t S t Rev. 680007 User: KW-06071136, V. SILO. 1-0w4003 c)1983.2003 ENERCALC , nee . Software Description Existing W18x46 [General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : W18X46 Center Span 21.33 ft Left Cant. 0.00 ft Right Cant 0.00 ft Lu : Unbracad Length 6.00 ft [Distributed Loads Note! Short Term Loads Are WIND Loads. 11 DL LL ST Start Location End Location Point Loads Dead Load Live Load Short Term Location # 1 I Summary I 1.450 Shear fv : Shear Stress fv / Fv #2 18.320 k 2.818 ksl 0.141 :1 Shear @ Left 17.86 k 17.86 Shear Right 18.32 k 18.32 Steel Beam Design Pinned - Pinned Bm WL Added to Loads LL & ST Act Together #3 #' # 2.400 0 # 0.440 1.430 8.500 12.800 17.100 #4 Using: W18X46 section, Span = 21.33ft, Fy = 50.0ks1 End Fixity - Pinned- Pinned, Lu - 5.0Oft, LDF II 1.000 -.601aL Allowable Moment 100.254 k -ft 216.700 k-ft b : Bending Stress 15.287 Ls! 33.000 ksi fb / Fb 0.453 :1 130.032 k 20.000 ksl Title : Dsgnr. Description : Scope : #5 Fy Load Duration Factor Elastic Modulus #6 Max. Deflection Length/DL Dell Length/(DL +LL Deft) Job # Data: 1:55PM, 11 DEC 07 50.00ksl 1.00 29,000.0 ksi #7 k/ft k/ft ktft ft ft Note! Short Term Loads Are WIND Loads. #4 #5 #6 #7 k k k ft Beam OK Static Load Case Governs Stress [Force & Stress Summary «- These columns are Dead + Live Load placed as noted ->> DL LL LL+ST LL LL+ST Maximum Only i Center Center Alma& tints Max. M + 100.25 k-ft 100.25 k -ft Max. M - k -ft Left k-ft Max. M Max. M @ Right k -ft k k Center Deft. -0.396In -0.398 0.000 -0.396 0.000 0.000 In Left Cant Den 0.000In 0.000 0.000 0.000 0.000 0.000 In Right Cant Deft 0.000 In 0.000 0.000 0.000 0.000 0.000 In ...Query Dell @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction G Left 17.86 17.86 17.86 k Reaction al Rt 18.32 18.32 18.32 k Fa calCd per Eq. E2 -1, KU < Cc I Beam Passes Table 85.1, Fb per Eq. F1 -1, Fb - 0.66 Fy -0.396 in 645.8 :1 645.8 :1 Page 1 L t_•}1.,. ` r - -- - 1R J 11 if II o a1M I bkagrazi I L t_•}1.,. ` r - -- - 1R J Qty Model Volume (CFM) C Q 0. FRPM Operating Pa (h Motor Information Size (hp} V/GP End: Motor RPM: Windings NEC FlJ1 (A) 1 RBE-3L36 -30 15,000 0.25 815 2.46 3 460/60/3 TEFC 1725 1. 4.8 Inlet Sound Power by Octave Band Loa dBA Sonee 62.6 126 250 600 1000 2000 4000 6000 88 I 91 87 I 84 81 1 1 79 75 1 71 87 76 26 Approx. Fan Weight (b) Recommended Roof/Walt Opening: (In) 565 38.5 x 38.5 IBGREENHECK Building Value In Air. [re 17.5 NOTES: All dimensions shown are in units cif inches Fan weight Is without accessories DIMENSIONS PERFORMANCE (Elevation h - 0. Airstream Temr arature F 70 SOUND a I I 1J M 1.2 to e a SA M Si u CAPS 3.6.2.2 *Is es - s. r • a ■ I 45.25 e•l t 2.5 • 4 • • 7 • • Volume ICF10 a 1,000 RBE Hooded Roof Belt Drive Exhaust Ventilator Tag: RBE STANDARD CONSTRUCTION FEATURES • Base and hoods of galvanized steel • Drive frames and fan panels of fabricated steel • Wire mesh birdscreens • Ball bearing motors • Fabricated steel propeller • Adjustable motor plate • Adjustable motor pulley • Fan shaft pulley • Fan shaft mounted In ball bearing pillow blocks • Static free belts • Corrosion resistant fasteners • Tie down points. • Due to ships size limitations, hoods for fans sizes 48 and larger will be shipped knocked down. } ood assembly requires no special tools or training. Complete illustrated assembly and installation instructions are packed with each fan. SELECTED OPTIONS & ACCESSORIES Switch - Nema -3R, Toggle, Mounted & Wred Curb GPI - 46-612 Bearings with Grease Fittings UL/cUL -705 - 'Paver Ventilators" Two Groove Pulley and Belt System Energy Efficient Motor meets EPACT and NEMA 1210 10 11 1a FLA - Based on tables 148 or 150 of National Electrical Code 2002. Actual motor RA may vary, for sizing thermal overload. consult factory. LwA - A weighted sound power level, based on ANSI S1.4. dBA - A weighted sound pressure level. based on 11.5 dB attenuation per octave band at 5.0 5. Sales calculated using AMCA 301 at 5.0 ft. u 14 1s Printed Date: 11/26/2007 Job: Mac - Miller Misc. 2007 Product Type: Fan Mark: RBE Sawis 1• 17 as ar as it 1.i 1A LS u I III. roomier nno COnrmo, IM VIIO01AI0J mnnnnuonnl. InC. lolafID ala PACarl\wInjobs\Mao- Miller Misc. 2007.pcj Page 1 of 3 Mark thy. Cap WxL Actual W x L Flange W r L Height Damper Tray W x L RBE Sawis - 1 46 x 46 44.5 x 44.5 48.5 x 48.5 12 ( GREENHECK Building Value in Air. NOTES: All dimensions; shown are in units of inches G pi Roof Curb Printed Date: 11/26/2007 Job: Mac - Miller Misc. 2007 STANDARD CONSTRUCTION FEATURES • Welded Aluminum (0.064 in) or galvanized (18 ga) construction • Straight sided • 2 in roof mounting flange • 1 In 3# density insulation • Wood nailer. Roof Opening - The Maximum roof opening dimension should not be greater than the "Actual" top outside dimension minus 2 In. With dampers, the Minimum roof opening dimension should be at least 2.5 in more than the damper dimension. NOTES: The Roof Opening Dimension may NOT be the Structural Opening Dimension. • Maximum single piece shipping length is 76 ". Security Bars are optional and must be specified. They are 0.5 in steel, and will be placed 6 in on center. These bars are welded to the frame, and the frame Is welded to the curb. To prevent corrosion, they are coated with Greenhecks high performance Permatector coating. Security Bars are in lieu of damper and damper tray. CAPS 3.52.2 P:1Carnwinjobs\Mac- Miller Misc. 2007.gcj Page 3 of 3 ID # Tag Qty W (In) H (In) Act. bTrq. (In -ib) ) 18-1 1 36.000 36.000 GIGREENHECK Building Value In Air. 11I1 1 1 I I 1 I , EM -10 {) fl Horizontal Mount Exhaust Damper Notes: All dimensions shown • = u0n ofinches. W & H furnished approximately 025 In undersized and only refer to damper dimensions (sleeve thickness is not Included). CONSTRUCTION FEATURES Sizing: Nominal Operation: Counterbalance CAPS 3.52.2 Printed Date: 11/26/2007 Job: Mac - Miller Misc. 2007 Product Type: Damper Mark: RBE SAVVIS EM -10 3.125 Application & Design The EM -10 series Is a horizontally mounted. backdraft damper that Is designed to allow vertical airflow up and prevent reverse airflow. This damper is opened by pressure dlHerential, assisted by counterbalance weights, and closed by gravity. • Frame: Fleavy gauge 606315 extruded aluminum 0.125 In thickness. • Blades: Heavy gauge 606315 extruded aluminum 0.07 in thickness. • Bearings: Synthetic (acetal) sleeve type. • Lkikpaegae::In0.1s25 In plated steel with integral counterbalance weights and nylon •Blade Sears: Vinyl. P:VCarrwinjoi s\Mac -Miler Misc. 2007.gcj Page 2 of 3 ACTIVITY NUMBER: M07 -219 DATE: 10 -17 -07 PROJECT NAME: SAWIS COMMUNICATIONS SITE ADDRESS: 12301 TUKWILA INTERNATIONAL BL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTM NTS: Bui d g DI ision Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Incomplete Structural Review Required ti cs 'titter `a Fire Prevention Structural ❑ Permit Coordinator X Planning Division DUE DATE: 10-18 -07 Not Applicable ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11 -15 -07 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INI S 1 11-11, 2' 0'- 124 ll IA Summary of Revision: It*cAlk U,(i P 4 't1tA?.l. vt i, ',(,y rppi'�7(tSO Received by: li ■ -- REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: - Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: V �- PERMIT NO: NWO -,1 SITE ADDRESS: 12 ORIGINAL ISLE DATE: REVISION LOG (please print) (please print) (please print) (please print) (please print) Date: 12 -13 -2007 City of Tukwila \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Z Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Sheet Number(s): TM0.01, TM0.01S, TM2.03, TM2.04, TM3.01, TM3.02 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 124 12 DI' M07 -219 Steven M Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. RECE11IEp DEC 13 mill PERMIT t NTEis Project Name: SAVVIS Project Address: 12301 TUKWILA INTL BLVD TUKWILA, WA 98186 Contact Person: MICHELLE MULLIN Phone Number: (206) 768 -4254 Summary of Revision: INSTALLING DIFFERENT FAN AS THE ONE ORIGINALLY PERM1 NEW FAN IS LIGHTER THEN ORIGINAL SCOPE — NEW STRUCTURAL CALCULATIONS INCLUDED WITH UPDATED PLANS CVO MacDonald - Miller FACILITY SOLUTIONS 7717 Detroit Avenue SW Seattle, WA 98106 Phone: 206- 763 -9400 Fax: 206 - 767 -6773 www.macmiller.com WA Lic No: MACDOFS980RU SYMBOL DESCRIPTION -NON POWERED • . 7,04, ,S1. Asg1�lt, p v - , - , •`� rel / 1 36163 � w k 1ST , y� S s-1ONA fs I EXPIRES: 07 -06 -08 I BARE SHEETMETAL 1 1/2 HOUR CURTAIN STYLE VERTICAL FIRE DAMPER 2 \ REVISION 12 -12 -07 \ CD /PERMIT 10 -15 -07 REVISIONS: DATE FSD 411 3 HOUR VERTICAL COMBINATION FIRE/SMOKE SAVVIS PRESSURE RELIEF FAN 12301 TUKWILA INT. BLVD SEATTLE WA 98188 HFSD d 3 HOUR HORIZONTAL COMBINATION FIRE/SMOKE SCHEDULES & NOTES - HVAC ENGINEER LAST REVISED: M MULLIN 12 -12 -07 CHECKED BY: DATE PLOTTED: B GEZON 12 -12 -07 CAD•. ISSUE DATE: N BECKER 10 -15 -07 DRAWING NUMBER: D- 1196 - 7376681 -00 BACKDRAFT DAMPER ISSUED FOR I 1 CONSTRUCTION . BAROMETRIC RELIEF DAMPER (.05 OPNG PRESSURE SHOWN) VOLUME DAMPER SHEET NUMBER T MO.O1 DAMPER LEGEND SYMBOL DESCRIPTION - POWERED SYMBOL DESCRIPTION -NON POWERED FSD $ 1 1/2 HOUR VERTICAL COMBINATION FIRE/SMOKE HFSD ® 1 1/2 HOUR HORIZONTAL COMBINATION FIRE/SMOKE FD $ RFD • FD © HFD © FD O BARE SHEETMETAL 1 1/2 HOUR CURTAIN STYLE VERTICAL FIRE DAMPER 1 1/2 HOUR CURTAIN STYLE HORIZONTAL FIRE DAMPER TFSD $ 1 1/2 HOUR TUNNEL CORRIDOR COMBINATION FIRE/SMOKE 3 HOUR CURTAIN STYLE VERTICAL FIRE DAMPER FSD 411 3 HOUR VERTICAL COMBINATION FIRE/SMOKE 3 HOUR CURTAIN STYLE HORIZONTAL FIRE DAMPER HFSD d 3 HOUR HORIZONTAL COMBINATION FIRE/SMOKE CEILING RADIATION DAMPER SD © SMOKE DAMPER BDD BAR $ L BACKDRAFT DAMPER MD © MOTORIZED CONTROL DAMPER . BAROMETRIC RELIEF DAMPER (.05 OPNG PRESSURE SHOWN) VOLUME DAMPER SCD 4SP SMOKE CONTROL MOTORIZED DAMPER VD SHOP FABRICATED, W/ LOCKING QUADRANT OTHER: GENERAL NOTES: FLAT OVAL FLAT SHEETMETAL W/ INSULATION (2 °) FIRE DAMPER REQUIREMENTS: BLADES OUT OF AIRSTREAM ON MEDIUM PRESSURE DUCTS 165 F FUSIBLE LINK CLASS II AD ACCESS DOOR - 18" x 18" MINIMUM THROUGH BUILDING CONSTRUCTION BY GENERAL CONTRACTOR 14/12 DUCT LEGEND DESCRIPTION SYMBOL DESCRIPTION SYMBOL BARE SHEETMETAL ESP ROUND SHEETMETAL WRAPPED W/ INSULATION (2 ") OA CFM 14/12 120W ELECTRICAL WT LBS SOUNDLINE SHEETMETAL (1" LINING) KW BARE FLAT OVAL SHEETMETAL VOLT /PH 14/12 SL 14/12e- MCQUAY RPS036CLY 36 SHEETMETAL WRAPPED W/ INSULATION (2 ") - FLAT OVAL FLAT SHEETMETAL W/ INSULATION (2 °) - 14/12 W 14/12 - - BARE ROUND SHEETMETAL - DUCTBOARD (1" FIBERGLASS) EXISTING 1 120 14/12 DB 36 - EXAMPLE OF NEW 14,400 EXAMPLE OF NOT IN CONTRACT (NIC) 14/12 1 4/1 2 - EXAMPLE OF DEMO 460/3 FLEX DUCT - . xxxxxxxx x x x x x x x x EXAMPLE OF EXISTING FLEX CONNECTOR 14/1 2 3 PACKAGED ELEC /ELEC AIR CONDITIONING SCHEDULE UNIT NO. MFG & MODEL NO. NOM TONS HEAT CFM ESP FAN HP OA CFM EER/ SEER IPLV ELECTRICAL WT LBS NOTES KW STG VOLT /PH MCA RTU 3 -3 MCQUAY RPS036CLY 36 - - 14,400 - 10 100% - - 460/3 - - EXISTING 1 RTU 3-4 MCQUAY RPS036CLY 36 - - 14,400 - 10 100% - - 460/3 - - . EXISTING 1 VFD SCHEDULE UNIT NO. UNIT SERVED MFG & MODEL NO. HP VOLT /PH OUTPUT AMPS CONTROL BYPASS ENCLOSURE WT LBS NOTES VFD -1 RF -1 ABB ACH550- UH -08A8-4 5 460/3 8.8 DDC NO NEMA 3R 75 NEW, 1,2 610 NEW 1 -7 RELIEF FAN SCHEDULE UNIT NO. AREA SERVED MFG & MODEL NO. TYPE CFM ESP RPM HP VOLT /PH BDD WT LBS NOTES RF -1 UPS BATTERY RM - RELIEF GREENHECK RBE- 3L36 -30 BELT DRIVE EXHAUST 15,000 0.25 815 3 460/3 YES 610 NEW 1 -7 N a Q L a) 0 E a) U a) d 7, a C - a �I LO L 12301 TUKWILA INTERNATIONAL BLVD TUKWILA, WA HVAC ABBREVIATIONS ABBV FULL NAME ABBV FULL NAME ABBV FULL NAME A AC AFF AL BDD BOB BOD BOTT BTU BTUH BWG BWR C CAP CC CFM CHWR CHWS COMB CONN CWR CWS DB DIFF DMPR DN EC EGC EER ELEV EMS COMPRESSED AIR LINE AIR CONDITIONING UNIT ABOVE FINISHED FLOOR ALUMINUM BACKDRAFT DAMPER BOTTOM OF BEAM BOTTOM OF DUCT BOTTOM BRITISH THERMAL UNITS BRITISH THERMAL UNITS PER HOUR BOTTOM WALL GRILLE BOTTOM WALL REGISTER CONDENSATE CAPACITY CONTROLS CONTRACTOR CUBIC FEET PER MINUTE CHILLED WATER RETURN CHILLED WATER SUPPLY COMBUSTION CONNECT CONDENSER WATER RETURN CONDENSER WATER SUPPLY DUCT BOARD DIFFUSER DAMPER DOWN ELECTRICAL CONTRACTOR EGGCRATE ENERGY EFFICIENCY RATIO ELEVATION ENERGY MANAGEMENT SYSTEM ESP EXH EXTR FAC ED FLA FOB FOT FSD G GALV GC GPM GR GWB HG HP HWR HWS ID INT LIQ M -M MBH MC MCA MD MIN MT MUA NOM EXTERNAL STATIC PRESSURE EXHAUST EXTRACTOR FIRE ALARM CONTRACTOR FIRE DAMPER FULL LOAD AMPS FLAT ON BOTTOM FLAT ON TOP FIRE SMOKE DAMPER GAS LINE GALVANIZED GENERAL CONTRACTOR GALLONS PER MINUTE GRILLE GYPSUM WALL BOARD HOT GAS LINE HORSE POWER HOT WATER RETURN HOT WATER SUPPLY INSIDE DIMENSION INTERLOCK LIQUID LINE MACDONALD - MILLER ONE THOUSAND BTUH MECHANICAL CONTRACTOR MINIMUM CIRCUIT AMPACITY MOTORIZED DAMPER MINIMUM MOUNT MAKE -UP AIR NOMINAL OSA OBD OD RA REG REQ'D RIO SA SCD SD SL SM SP SS SSSC STL OUTSIDE AIR OPPOSED BLADE DAMPER OUTSIDE DIMENSION RETURN AIR REGISTER (GRILLE WITH DAMPER) REQUIRED ROUGH IN ONLY SUPPLY AIR SMOKE CONTROL DAMPER SMOKE DAMPER SOUND LINING SHEET METAL STATIC PRESSURE START /STOP SOLID STATE SPEED CONTROLLER STEEL SUC SUCTION LINE SUSP SUSPENDED TSTAT THERMOSTAT TC TEMPERATURE CONTROL TOD TOP OF DUCT TOS TOP OF STEEL TV TURN VANES TWG TOP WALL GRILLE TWR TOP WALL REGISTER TYP TYPICAL UNO UNLESS NOTED OTHERWISE VD VOLUME DAMPER VFD VARIABLE FREQUENCY DRIVE VOLTAGE PHASE & DUCT DIAMETER SEQUENCE OF OPERATION FAN TO RELIEVE ROOM AIR BASED ON ROOM STATIC PRESSURE. SIGNAL SENT TO VFD TO CONTROL FAN SPEED. BUILDING MANAGEMENT SYSTEM MONITORING (SIGNAL FROM ROOM STATIC PRESSURE SENSOR). NOTES: 1. POWER WIRING AND DISCONNECT BY ELECTRICAL CONTRACTOR 2. FRAME R1. NOTES: 1) 100% OA ECONOMIZER CAPABILITY. NOTES: 1. DISCONNECT BY ELECTRICAL CONTRACTOR. 2. ACCESSORIES: - WITH HORIZONTAL MOUNTED BAROMETRIC RELIEF DAMPER, GREENHECK EM -10, FIELD VERIFY DIMENSIONS. 3. FIELD TO ADJUST COUNTERBALANCE WEIGHTS TO PROVIDE BAROMETRIC RELIEF 0.05" WHEN FAN IS NOT RUNNING. 4. TEFC MOTOR 5. MM FABRICATE AND INSTALL ROOF CURB. 6. WEIGHT INCLUDES ROOF CURB. 7. CONTROLLED BY VFD WITH STATIC PRESSURE SENSOR SET TO MAINTAIN 0.05" POSITIVE PRESSURE IN UPS ROOM. VFD MOUNTED ON ROOF. CONTROLS BY MM. HVAC GENERAL NOTES 1. THE HVAC SYSTEM FOR THIS PROJECT IS BASED ON THE FOLLOWING CRITERIA ROOF °U" VALUE (BTUH /S.F. °F) = N/A WALL "U" VALUE (BTUH /S.F. °F) = N/A FLOOR "U" VALUE (BTUH /S.F. °F) = N/A GLASS "U" VALUE (BTUH /S.F. °F) = N/A GLASS SHADE COEFF. = WA LIGHTING (WATTS /S.F.) = N/A MISC. EQUIP. (WATTS /S.F.) = N/A PEOPLE DENSITY (S.F./PERSON) = N/A COOLING INDOOR DESIGN TEMP ( °F) = N/A COOLING OUTDOOR DESIGN TEMP ( °F) = N/A HEATING INDOOR DESIGN TEMP ( °F) = N/A HEATING OUTDOOR DESIGN TEMP ( °F) = N/A 2. THESE PLANS ARE SCHEMATIC AND DO NOT SHOW EXACT ROUTING OR EVERY OFFSET WHICH MAY BE REQUIRED. THE HVAC CONTRACTOR IS TO COORDINATE WITH ALL OTHER TRADES AND IS TO VERIFY ALL CLEARANCES BEFORE COMMENCING WORK 3. MATERIALS, METHODS, AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE 2003 EDITIONS OF THE INTERNATIONAL MECHANICAL CODE, INTERNATIONAL BUILDING CODE, INTERNATIONAL FIRE CODE AND STATE AND LOCAL CODES AND ORDINANCES. 4. DUCT CONSTRUCTION AND HANGING SHALL COMPLY WITH CHAPTER 6 OF THE 2003 IMC AND WITH CURRENT SMACNA STANDARDS. EARTHQUAKE BRACE ALL DUCTS 28" DIA AND LARGER WHICH ARE SUSPENDED MORE THAN 12" BELOW STRUCTURAL SYSTEM. 5. JOINTS OF MEDIUM AND HIGH VELOCITY DUCT SYSTEMS SHALL BE SEALED WITH GASKETS OR LISTED MASTIC TYPE DUCT SEALANT. 6. DUCTS SHALL BE INSULATED AS INDICATED ON PLANS, PER 2004 WSEC. - DUCT WRAP, WHERE INDICATED, SHALL BE 2.0" 0.6 LB /CU FT FIBERGLASS DUCT INSULATION WITH A FACTORY APPLIED REINFORCED ALUM. FOIL VAPOR BARRIER (R -3.3 MIN.). - SOUND LINING, WHERE INDICATED, SHALL BE 1" 1.5 LB /CU FT FIBERGLASS DUCT LINING COATED TO PREVENT FIBER EROSION AT VELOCITIES UP TO 4000 FPM (R -3.3 MIN.). - DUCT BOARD, WHERE INDICATED, SHALL BE 1" RIGID FRK FACED El 475 FIBERGLASS DUCT BOARD SYSTEM, UL 181 LISTED AS A CLASS 1 AIR DUCT (R -3.3 MIN.). 7. FLEX DUCTS SHALL CONSIST OF A REINFORCED VAPOR BARRIER, 1 1/2" FIBERGLASS INSULATION, AND NON - PERFORATED INTERIOR LINER WITH WIRE HELIX. DUCT SHALL BE A UL 181 LISTED CLASS 1 AIR DUCT. FLEX DUCTS SHALL ONLY BE USED WHERE SHOWN AND SHALL NOT EXCEED 8' IN LENGTH UNLESS NOTED OTHERWISE. 8. PROVIDE EARTHQUAKE RESTRAINT FOR HVAC EQUIPMENT IN ACCORDANCE WITH SECTION 1621 OF THE 2003 IBC. 9. PROVIDE FIRE DAMPERS, SMOKE DAMPERS AND FIRE/SMOKE DAMPERS WHERE INDICATED ON PLANS AND AS REQUIRED BY SECTION 716.5 OF THE 2003 IBC. PROVIDE CEILING FIRE DAMPERS WHERE INDICATED ON PLANS AND AS REQUIRED BY SECTION 716.6.2 OF THE 2003 IBC. INSTALL FIRE DAMPERS SMOKE DAMPERS AND FIRE/SMOKE DAMPERS IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS, THE TERMS OF THEIR LISTING, AND THE REQUIREMENTS OF THE CODE. 10.PIPING PENETRATIONS OF FIRE RATED WALLS OR FLOORS SHALL BE SLEEVED AND FIRE STOPPED WITH LISTED MATERIALS SO AS TO MAINTAIN THE INTEGRITY AND RATING OF THE FLOOR OR WALL. 11. PROVIDE RETURN DUCT SMOKE DETECTOR AUTOMATIC SHUT DOWN OF ALL NEW HEATING, COOLING, OR VENTILATION EQUIPMENT MOVING IN EXCESS OF 2000 CFM IN ACCORDANCE WITH SECTION 606 OF THE 2003 IMC. POWER AND INTERLOCK WIRING WITH THE BUILDING FIRE ALARM SYSTEM IS BY THE ELECTRICAL CONTRACTOR 12.HVAC EQUIPMENT, VALVES AND DAMPERS SHALL BE LOCATED IN EASILY ACCESSIBLE LOCATIONS. UNLESS SHOWN ON ARCHITECTURAL DRAWINGS, REQUIRED ACCESS PANELS SHALL BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR. 13.HEAT TRACING OF PIPING, WHERE INDICATED, SHALL BE PROVIDED AND INSTALLED BY THE HVAC CONTRACTOR THE HVAC CONTRACTOR IS TO COORDINATE THE HEAT TRACE POWER WIRING WITH THE ELECTRICAL CONTRACTOR. 14. MOTOR STARTERS NOT LISTED AS BEING PROVIDED IN THE HVAC EQUIPMENT SCHEDULES ARE TO BE PROVIDED AND INSTALLED BY THE ELECTRICAL CONTRACTOR 15. WITHIN 90 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION TO BE PROVIDED TO THE BUILDING OWNER RECORD DRAWINGS SHALL INCLUDE AS A MINIMUM THE LOCATION AND PERFORMANCE DATA ON EACH PIECE OF EQUIPMENT, GENERAL CONFIGURATION OF DUCT AND PIPE DISTRIBUTION SYSTEM, INCLUDING SIZES, AND THE TERMINAL AIR AND WATER DESIGN FLOW RATES. 16.OPERATING AND MAINTENANCE MANUALS TO BE PROVIDED TO THE BUILDING OWNER THAT INCLUDE: SUBMITTAL DATA, NAMES AND ADDRESSES OF AT LEAST ONE SERVICE AGENCY, HVAC CONTROLS SYSTEM MAINTENANCE AND CALIBRATION INFORMATION AND A COMPLETE OPERATIONAL NARRATIVE FOR EACH SYSTEM. 17.COMMISSIONING IS REQUIRED ON THIS PROJECT IN ACCORD WITH WASHINGTON STATE ENERGY CODE (WSEC) SECTION 1416 AND WITH LEED NC -2.1 FUNDAMENTAL BUILDING SYSTEMS COMMISSIONING AND ADDITIONAL COMMISSIONING. 18.A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH THE OWNER 19.FOR ALL 'SEALED AIR TIGHT" SHAFTS OR ROOMS, THE FOLLOWING MUST OCCUR - ALL VERTICAL JOINTS INSIDE THE SHAFT SHOULD BE PROVIDED WITH A CONTINUOUS SEAL FOR THE LENGTH OF THE JOINT, INCLUDING THE SHAFT CORNERS (BY GC). - TOP AND BOTTOM WALL TRACKS SHOULD BE CAULKED ALONG THEIR ENTIRE LENGTH (BY GC). - ANY FLOOR DECKING PERPENDICULAR TO THE SHAFT SHOULD BE CAULKED. FILLING WITH ROCK WOOL OR FIRESAFING ( "MONOCOAT°) IS NOT ACCEPTABLE (BY GC). - ANY PENETRATIONS OF THE SHAFT CONSTRUCTION (DUCTWORK, CONDUIT, PIPING) SHOULD BE SEALED WITH FIRE CAULKING ON BOTH SIDES OF THE PENETRATION. - USE SECTION 909.5 OF THE 2003 IBC FOR MAXIMUM ALLOWABLE LEASE AREA, FOLLOWING THE GUIDELINES FOR SMOKE BARRIER CONSTRUCTION. - ALL DOORS MUST BE PROVIDED WITH TIGHT FITTING GASKETS, AND OPEN AGAINST THE DIRECTION OF ROOM/SHAFT PRESSURE. 20.DAMPERS USED FOR OUTDOOR AIR INTAKE, EXHAUST, OR RELIEF SHALL HAVE THE FOLLOWING MAXIMUM LEAKAGE RATES AT 1" W.G. (PER AMCA STANDARD 500): MOTORIZED DAMPERS: 10 CFM /S.F. GRAVITY DAMPERS: 20 CFM/S.F. (40 CFM /S.F. FOR DAMPERS SMALLER THAN 24 INCHES IN EITHER DIMENSION). 21.0UTSIDE AIR INTAKE, EXHAUST, AND RELIEF DAMPERS SERVING CONDITIONED SPACES MUST BE MOTORIZED (FAIL CLOSED) PER WSEC 1412.4.1, EXCEPT AS ALLOWED BY WSEC. 22.RETURN AIR SHAFTS TO BE CONSTRUCTED BY THE G.C. TO WITHSTAND A MINIMUM 20 PSF DIFFERENTIAL PRESSURE ACROSS THE WALL. DIFFERENTIAL PRESSURE IS BASED UPON THE MAXIMUM STATIC PRESSURE CAPABILITY OF FAN SYSTEMS SUBJECT TO AUTOMATIC DAMPER CLOSURE. 23.PRESSURIZATION SHAFTS SHALL BE CONSTRUCTED BY THE G.C. AS FOLLOWS: - SHAFTS SERVED BY PRESSURIZATION FANS RATED UP TO 1" STATIC PRESSURE TO BE CONSTRUCTED TO WITHSTAND 10 PSF DIFFERENTIAL PRESSURE. - SHAFTS SERVED BY PRESSURIZATION FANS RATED BETWEEN 1 -2.5" STATIC PRESSURE TO BE CONSTRUCTED TO WITHSTAND 20 PSF DIFFERENTIAL PRESSURE. - FOR SHAFTS SERVED BY PRESSURIZATION FANS RATED ABOVE 2.5" STATIC PRESSURE, CONTACT MECHANICAL ENGINEER. CONTACT LIST TITLE NAME COMPANY PHONE NUMBER FAX NUMBER PROJECT ENGINEER PROJECT MANAGER SHEET METAL FOREMAN ELECTRICAL FOREMAN FACILITES ENGINEER MICHELLE MULLIN STEVE FLINK LARRY HARBISON MIKE MCGIVERN GREG RYERSON MACDONALD MILLER MACDONALD MILLER MACDONALD MILLER MACDONALD MILLER SAVVIS 206 - 768 -4254 253 - 680 -3172 206 - 4234143 206 -571 -3057 206 - 988 -6545 206 - 768 -4255 253 -680 -3173 1 6 1 pannli MDI SCOPE OF WORK INSTALL ONE NEW RELIEF FAN TO RELIEVE ECONOMIZER AIR ELECTRICAL POWER, AND CONTROLS. .I : l € � 04: Plan review approval Is sit 1e anus and Aof �� 111010110A1 mos sang/maw %wow n! IF ard Cn! ! and concidonsIsecknowiedgat NAME TITLE TM0.01 SCHEDULES & NOTES - HVAC TM0.01S SITE MAP - HVAC TM2.03 3RD FLOOR PARTIAL PLAN - HVAC TM2.04 ROOF PARTIAL PLAN - HVAC TM3.01 BUILDING ELEVATIONS & DETAILS - HVAC DRAWING SHEET INDEX NAME TITLE City of Tukwila BUILDING DIVISION TM3.02 DETAILS - HVAC RI' /ECIf' RI1 LEGAL DESCRIPTION I No changes shall be made to thn n►,,-, of Work Without error a ffrn„II APN # 923049120 LEGAL DESCRIPTION: UKWIIa Building Division. NOTE: Revisions will require a new p:hn �uhrrR,+ �l and may include additional plan r view fP9S 092304 120 BEGIN NW CORNER OF NE 1/4 OF SE 1/4 TH S 89 -16 -35 E 100 FT TH S 24 -13-53 E 969.61 FT TO POINT OF BEGINNING TH N 65 -46-07 E 58.17 FT TH N 63 -32 -48 E 62.13 FT TH S 2247 -01 E 21.44 FT TH N 65 -30 -25 E 199.33 FT TO POINT ON WLY R/W LINE OF PRIMARY STATE HIGHWAY NO 1 (SR 99) SOUTH 118TH ST TO JCT SSH NO 1 -K APPROVED JULY 23, 1957 TH FOLLOWING SAID WLY RM/ LINE ALONG ARC OF 2805 FOOT RADIUS NON TANGENT CURVE TO RIGHT, CENTER BEARING S 6544 -51 W, THRU C/A OF 1 -16 -30 DISTANCE OF 62.42 FT TH FOLLOWING SAID WLY RAW LINE N 67 -01 -21 E 10 FT TH FOLLOWING SAID WLY RPM LINE ALONG ARC OF 2815 FOOET RADIUS NON TANGENT CURVE TO RIGHT CENTER BEARING S 67 -01 -21 W THRU C/A OF 6 -31 -21 DISTANCE OF 320.45 FT TH S 73 -32-42 W 16.58 FT TH S 71 -35-51 W 61.96 FT TH N 78 -38 -58 W 7.83 FT TH S 75 -53-44 W 106.07 FT TH N 05-01 -10 W 18.41 FT TH S 82 -22 -27 W 64.93 FT TH S 63 -55 -24 W 58.16 FT TH N 24 -13-53 W 334.22 FT TO POINT OF BEGINNING - LOT B OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO L98 -0033 RECORDING NO 9810059013 RECEIVED CITY OF TUMIE..A DEC 1 3 2007 PEKtviiT CENTER REVISION NO l M 211 C MacDonald - Miller FACILITY SOLUTIONS 7717 Detroit Avenue SW Seattle, WA 98106 Phone: 206 - 763 -9400 Fax: 206 - 767 -6773 www.macmiller.com WA Lic No: MACDOFS980RU 4 41 o •.As r � •� 4 0 s ��`' ' a /4L1. J c ri L '� 1 36163 t',, c ForST ' �.,4 `Ss zoNA Cs I EXPIRES: 07 -06 -08 2 \ CD /PERMIT 12 -12 -07 A CD /PERMIT 10 -15 -07 REVISIONS: DATE SAVVIS PRESSURE RELIEF FAN 12301 TUKWILA INT. BLVD SEATTLE WA 98186 SITE MAP - HVAC ENGINEER: LAST REVISED: M MULLIN 12-12-07 CHECKED BY: DATE PLOTTED: B GEZON 12 -12 -07 CAD: ISSUE DATE: N BECKER 10 -15 -07 , DRAWING NUMBER: 0-1196-7376681-00 ISSUED FOR CONSTRUCTION SHEET NUMBER: T MO.O1 S N a 4 N) O R C 236' 1" C R C 5 ' • V\- 0 RECEIVED CITY OF TUKtivILA DEC 13 2007 PElhivliT CENTER 0 0 a I 0 I- co N r•) N F- a 0 Io J LLJ U] Ln W Ct 0 N r) N Lii z L�J J t a 41 2::::2 0 MacDonald- Millar FACILITY SOLUTIONS 7717 Detroit Avenue SW Seattle, WA 98106 Phone: 206 -763 -9400 Fax: 206 - 767 -6773 www.macmiller.com WA Lic No: MACDOFS980RU $ of `41t'i • :i j ,,, 1. , P 36163 W 19r L�Qr 4 ST y � s Cs ` I EXPIRES: 07 -06 -08 2 \ REVISION 12 -12 -07 CD /PERMIT 10 -15 -07 REVISIONS: DATE SAVVIS PRESSURE RELIEF FAN 12301 TUKWILA INT. 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N C OL - vv1RE T0- -V 0 f� 0 7 FD ON )OF 11 MM TO INSTALL 60 I SL SM OPEN PLENUM j 24" DEEP) ON OPENING UP TO RF -1 FOR SOUND ATTENUATION 1.I.4 SENSOR SE7 TO M/IINTAIN 0.05" POSITIVE PF ESSUR IN UPS ROOM, RIpOLS ,'O FIELD "I - VERIFY ; ROW -L.00A ON(S [ V I L "H A" 0 J) J � rr -„ H d _XFMI "T—Al 'I 3RD FLOOR PARTIAL PLAN - HVAC SCALE: Ys" 1' -0" OPEN TO EL W - f1-0 "X40" TOTAL /DUCT DIME SION, SEPAR` - ED DUE THROUGH 42"X, 2" HOLE OPNINC ABOVE, FIELD VERIFY DU C) OCATIO fIMFN OPEN - o Lo.0 ') RECEIVED CITY OF TDKIMLA DEC 13 Z007 pEHiVIiT CLN"I ER C7 0 rya 0 N I a cD N re) N U) 1— z U) 0 z w / 0 0 L- z w J w w U) w a U) co cfl i r) i w z W J Li 0 0 /ill N 0 0 N } i ce-• ... � -...0 A) T L `\ (B) ) A) B) T f 7 7 - RU 1 I ' ,i I 1 *` . 1 1 . ri �H WIN EWIE■i ■■ 111 ■ 1� 1 ■9 ■ii = ■'• ■Z�' ■: ■11••• ■=11il�i 011 1•••mein ■i ■ai ■rilrO•• ■�11 �i •iii� ■11Th• •• ••• ■ 3■ 11 1 •••••••••r■■i ••i ■•■111 •• ir"rir■w:E=== =E ■ ■ ■■ ■ 1 i ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ i ■ ■i ■ ■1 I ■ I•• ■ ■ UI•U ■ ■ II ■IIW f••!■•••■s■■■■11 ■ ■1� ■ ■■■ ■i# ■ ■ ■■ ■■■■•••■ I 11 0 IiB .�..._...�•_�_ _ i .. -...te I 1 - -._ A: H 7 'r WIE - 1 •-• . ■II I ili n 1fiiiiwl iw isr = 11 ■1 ■ i1 = 1�iii ■ ■ ■i ■ ■ ii •l "∎i fi l• ill •••••••••••• ■ ■■■i ■■i ■■i■ ■ ■ r�ME ■ •.• ■ v ■ Il••R••1u .10 ■Iu. 11111•••••••••• ■ ■ ■i■ ■i■ ■■ ■1111 ■ ■ •If •■i■•■i 16111111111•1111EMIIINEEMmEmm I■ •••••■•••• rM ■.IIII Ili■rtIIMII ••M••∎ - - .... 1 , • MMO r II'iii ■ 'N• i• l■ •• ■ 1[E .■ ■911•■ __ - _ ■i ■ ■ ■1 . imis ■■Ili■■ ■ ■. ■i■.■■i■1 ww:p*1■■ ■i 111.11■ ■■f U 1■Irin•EV.:11/AIIIIMMIMMI •1i ■i■ ■111" . ; ;•11.: llt.� ll''01.1, = =� ']1111■ '•111•■wIi ■ ■ ■a i il ■1\tEilia■ ■iI II ■■■■■11■i■■E■NEMEM■NII1 iiiJ ■ ■ ■■ :.i ■11 ■•1∎w ��- :� : L'iilw •i •■ ■1 •II ■■■ ■ ■ ■i■■i ■■■■■ ■ ■ ■t•■■iM ■■■ ■ ■■ 11••••••••••••••••••••••••••••1 •I•••••••••••••••••••••■• •••••• : 111.1111w.■agwiUDRIB■M•1113• IiUJI,I< ■ ■i• 1■ ■ ■ ■ ■11rfisgemmu iriagpartr ?a11ag niggling IIi ■• ■•11firMBiall• •r■ ■.1111 \i ■ii■ ■i■ 1 ■i■ 1111 ••••••••••••• ■s ■11 ■••••••l 1 ∎ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■I •I ■ ■ ■ ■ ■1• ■• ■•I ■ ■ ■ ■ ■ ■: „ -r- ..: r °10.1•• ■i■■ii ■i1I■i ■ ■ ■1 •••••••••••••‘•••••••••• iiiM .1•■ ■41■ ■ - :'::7 •Ii•••••1 •••••••••••••••••••••1 ■ :MN•••• .1� ■■ Ili ■ir��■ � ■rsslif:zlfi1r1i1L►1 ■■■1 ■ i■ i■■ Iliiiviil (i`�::is'iI':lii'i %iJlia�: �l �� +a :� ■ ■■ 1 ■■■11■■■�� ■1111111 =i■1111ill'K1111� ■i ■1 I�� ■1 ■ 1■ ■err rrr�`�� ww 1 rn�ur'rii ■I � ■ll ■1 a ■11■ ■111 ■1111 ■11It■ ■ ■1111 ■w111 ■11 ■ ■ ■■ .I ■■ ■1. •■:111 ••••1 "■i■■■■■i■■i ■■■+■■ ■■fi■■ ■■ ■ ■■■ ■■ 11 ■ •••••sssmmirss•Mmil ■I■ ■■ ■s •1 IIa ■ ■■ ■wwrl■si ■■i ■ ■ ■■ ■11.11.1 ■ILMi. ■■■II■■ ■MINNMI■ii■Iil~\ akimmo ■■i :3■i■■■■ ulraff11l /. 1T•.Iill►1MNI I.1■ ■111 ■ ■• =1.M.. .11E1.•■.LE 7I n l►rrY ■i ■I III m ll m m ■ limmmm i�M r TI ES3s •••••••••• ■ •••••••••••I.1 ■ ■ ■■1■ •••••••••••••••••••••••••••••1 �rrrsrrsrr ■ ■ ■i■ i■ ■i■■i■■i■■ i-rrLDRALii..fC LIFT (A) i B TECH INTERFACE HOP --., i 'ET -, .G i u DS (C) zCtJE VE) N' ' ONr COLUMN L . N C OL - vv1RE T0- -V 0 f� 0 7 FD ON )OF 11 MM TO INSTALL 60 I SL SM OPEN PLENUM j 24" DEEP) ON OPENING UP TO RF -1 FOR SOUND ATTENUATION 1.I.4 SENSOR SE7 TO M/IINTAIN 0.05" POSITIVE PF ESSUR IN UPS ROOM, RIpOLS ,'O FIELD "I - VERIFY ; ROW -L.00A ON(S [ V I L "H A" 0 J) J � rr -„ H d _XFMI "T—Al 'I 3RD FLOOR PARTIAL PLAN - HVAC SCALE: Ys" 1' -0" OPEN TO EL W - f1-0 "X40" TOTAL /DUCT DIME SION, SEPAR` - ED DUE THROUGH 42"X, 2" HOLE OPNINC ABOVE, FIELD VERIFY DU C) OCATIO fIMFN OPEN - o Lo.0 ') RECEIVED CITY OF TDKIMLA DEC 13 Z007 pEHiVIiT CLN"I ER C7 0 rya 0 N I a cD N re) N U) 1— z U) 0 z w / 0 0 L- z w J w w U) w a U) co cfl i r) i w z W J Li 0 0 (2:1 MacDonald - Miller FACILITY SOLUTIONS 7717 Detroit Avenue SW Seattle, WA 98106 Phone: 206 -763 -9400 Fax: 206 - 767 -6773 www.macmiller.com WA Lic No: MACDOFS980RU IV • TU �� �, 0,, s $try 4 1. to j .. fl , 7 • .` '/ ,, •A 36163 r L4) 4 FIST S s ZONA I EXPIRES: 07 -06 -08 I 2 \ REVISION 12 -12 -07 I \ CD /PERMIT 10 -15 -07 REVISIONS: DATE SAVVIS PRESSURE RELIEF FAN 12301 TUKWILA INT. BLVD SEATTLE WA 98188 ROOF PARTIAL PLAN - HVAC ENGINE LAST REVISED: M MULLIN 12 -12 -07 CHECKED BY: DATE PLOTTED: B GEZON 12-12-07 CAD: ISSUE DATE N BECKER 10 -15 -07 DRAWING NUMBER: D- 1196 - 7376681 -00 ISSUED FOR CONSTRUCTION SHEET NUMBER: TM2.04 e� r L 65% ver \2 -1 int ONTROL LINE TO STATIC PRESSURE SENSOR IN UPS ROOM (TM2.03) Am ANa >{ I a +Jitwolis t! INJJJ r �rwNr��rl 1 ter■ ea 111 EXISTING ARCHITECTU SCREEN WALL 1 Ritvi 1 1 1 /cc mom \sJJ wt_ fill EXISTING ELECTRICAL CONDUIT. RELOCATE BY OTHERS, TO ACCOMODATE NEW FAN AND MOTOR CLEARANCES. 45X45 F BASE, INSTALL ON SHOP FABRICATED ROIF CURB SEE DETAIL FOR FAN AND CU 'B INSTALLATION MM • CREATE 42" x42" OPENING FOR 0" X40" DUCT. INST L RF -1 WITH SHOP MANUFACTURED ROOF CURB. VERIFY DUCT AND OPENING DIME SIGNS. MA Oa Ma fell — _ fF�1 , �1ill / \ V w, / RT IJ`, x u J a1 au WY VW IV WE firit hi Fa Fcc ROOF PARTIAL PLAN -- HVAC SCALE: '/s" = 1' -0" C \\A 1 1- RECEIVED CITY OF TUKWILA DEC 1 3 ZOO! F�O+i�I�IfT (JLr» I ER N rf] Ln s rn Ca 0 Ca z W 0 0 v) z LL LL IJ J w U) W CL (1) 0 co ca N) n MacDonald- Miller FACILITY SOLUTIONS 7717 Detroit Avenue SW Seattle, WA 98106 Phone: 206 - 763 -9400 Fax: 206 - 767 -6773 www.macmiller.com WA Lic No: MACDOFS980RU ' • 7Zr .61. � A3gf�l� � v ( S ao 15 36163 '' W ew °`d' SST S SS IONA Cs I EXPIRES: 07 -06 -08 — R , � 9 �n .� ,£ -,9 72\ REVISION 12 -12 -07 ' r \ CD /PERMIT 10 -15 -07 REVISIONS: DATE SAWIS PRESSURE RELIEF FAN 12301 TUKWILA INT. BLVD SEATTLE WA 98186 WEST BUILDING ELEVATION & DETAILS - HVAC ENGINEER: LAST REVISED: M MULLIN 12-12-07 CHECKED BY: DATE PLOTrEt: B GEZON 12 -12 -07 CAD: ISSUE DATE N BECKER 10 -15 -07 DRAWING NUMBER: D-1196-7376681-00 ISSUED FOR CONSTRUCTION SHEET NUMBEIs` TM3.O1 a r — OUTER SCREEN WA — R , � 9 �n .� ,£ -,9 1 W 9- ti N 0 0 N N 1_ a) 0 E a) U a) 0 > U a) - a a) Cn N INNER SCREEN WALL WEST BUILDING ELEVATION NO SCALE SCREW OR LAG FAN BASE TO CURB, SEAL PENETRATIONS. FOR ATTACHMENT TO STRUCTURE SEE TOP OF ROOF 8" MIN SURFACE ROOF CUT AND PATCH (IF REQUIRED) BY GC 1 DIAMEIE GENERAL NOTES: 1) EXACT CURB SIZE MUST BE FIELD VERIFIED. FINAL RESPONSIBILITY FOR CORRECT CURB SIZE WILL BE INSTALLERS 2) BACKDRAFT DAMPER, EM -10 TO BE INSTALLED IN ROOF OPENING. CURB UNIT BY MECH CONTRACTOR CANT STRIP AND ROOFING BY GC ATTACH CURB TO ROOF PER STRUCTURAL CALCULATIONS, SEE SOUND ATTENUATION PLENUM 40 "X40" EM -10 RELIEF DAMPER RELSCALE IEF FAN INSTALLATION DETAIL NO RECEIVED CITY OF TUKWILA DEC 13 2007 PbhivilT CENTER O 0 r7 co n n cn 0 0 z 0 0 v� z LL w J w D (f) cn w d cn (n Li] z w a 0 CS2 MacDonald-Miller FACILITY SOLUTIONS 771 7 Detroit Avenue SW Seattle, WA 98106 Phone: 206-763-9400 Fax: 206-767-6773 www.macmiller.com WA Lic No: MACDOFS980RU . - ro 4 0 / s o-t4;c4: 4 f . vdrir Wi ,„ . ..a i ..2 36163 A 4) ° I t ' "kis • 4 •S', , C;S• - 40NA I EXPIRES: 07-06-08 I — _ — _ — _ ..._ _ — _ — _ 2 REVISION 12-12-07 71\ CD/PERMIT 10-15-07 REVISIONS: DATE SAVVIS PRESSURE RELIEF FAN 12301 TUKWILA INT. BLVD SEATTLE WA 98186 DETAILS - HVAC ENGINEER: LAST REASED: M MULLIN 12-12-07 CHECKED BY: DATE PLOTTED: B GEZON CAD: ISSUE DATE N BECKER 10-15-07 DRAWING NUMBER D-1196-7376681-00 ISSUED FOR CONSTRUCTION SHEET NUMBER: T M3.02 N- O 0 N 1.6 a) 0 0 0 0 0 C 0 0 ••=1 • , I • 1 I ; ; - 1 - 1 mimi.m.1■W■■ • ; I . • • I • • ••:— .5F4-111:77.4 . . I . p-bl • - L-70 c iz. I I ! I ! • I III • • : . ; ! ; . • 0 pi- le iL4A- ; C2 ; . • ; . " I ! • • I , 1 ; ; , • ; ; : • 1 I ; : I • : ; • i• Tr, rearr_;171 . 7" - • - : ! I : 1 i 1 I I ! : : I : ; I j H • .. ; „ ;: ler...yri312.:Op„ . ; I , ! . 1 , . ; . . . . . . . I I ! i • . • eN6=1- k D% • ; ! ETA I - W120 N 5 LI-ATOM z • : ; - DE1A-1 L SEZ410N) : • ! • • I I • • ; ' • • ' tP I ! . ' .f _ ■ I ; ” • : • . . • .; . : . • : . • ' • • I : ! • i • : eir t2: Or • 14 X :1 $714 :r... Li. • • ; 5 ; • , tez i ; ' ‘ : . ! I I I t . , • • I ! ; • • ! • I r •• t `.."' ' . . ., . 9 .._..,,•• ....:•••..-- RECEIVED CITY OF TUKW1L DEC 1 3 2007 t..,c1\1 I ER CO (.0 ED N 121.3 z w 0 0 CZ) MacDonald - Miller FACILITY SOLUTIONS DAMPER LEGEND 7717 Detroit Avenue SW Seattle, WA 98106 Phone: 206 - 763 -9400 Fax: 206.767 -6773 www.macmiller.com WA Lic No: MACDOFS980RU DESCRIPTION- POWERED #4,s iv �4 �� Lt / 1 N. i � Eti 35163 �.�+ �+ f ;9 � �� xs s ZONA EXPIRES: 07- -06 -08 I ESP ROUND SHEETMETAL WRAPPED W/ INSULATION (2") CD /PERMIT 10 -15 -07 REVISIONS: DATE . SAWIS PRESSURE RELIEF FAN 12301 TUKWILA INT. BLVD WA 98186 - 71w ILA • SCHEDULES & NOTES - HVAC 1 112 HOUR CURTAIN STYLE HORIZONTAL FIRE DAMPER ENGINEER: LAST REVISED: M MULLIN 10 -15 -07 CHECKED BY: DATE PLOTTED: B GEZON 10 -15 -07 CAD. ISSUE DATE N BECKER 10 -15 -07 DRAWING NUMBERR D -1196- 7376681 -00 ISSUED FOR CONSTRUCTION SHEET KAISER: TMO.O1 DUCT LEGEND DAMPER LEGEND SYMBOL DESCRIPTION- POWERED SYMBOL DESCRIPTION -NON POWERED FSD HFSD TFSD FSD HFSD SD MD SCD ESP ROUND SHEETMETAL WRAPPED W/ INSULATION (2") FD it HFD 4 FD • HFD ED .i 14/12 . 11/2 HOUR VERTICAL COMBINATION FIRE/SMOKE 1 1/2 HOUR CURTAIN STYLE VERTICAL FIRE DAMPER • 1 1/2 HOUR HORIZONTAL COMBINATION FIRE/SMOKE 1 112 HOUR CURTAIN STYLE HORIZONTAL FIRE DAMPER • 1 1/2 HOUR TUNNEL CORRIDOR COMBINATION FIRE/SMOKE 3 HOUR CURTAIN STYLE VERTICAL FIRE DAMPER le 3 HOUR VERTICAL COMBINATION FIRE/SMOKE 3 HOUR CURTAIN STYLE HORIZONTAL FIRE DAMPER CEILING RADIATION DAMPER © 3 HOUR HORIZONTAL COMBINATION FIRE/SMOKE 0 SMOKE DAMPER BDD BAR VD - BACKDRAFT DAMPER 4 . MOTORIZED CONTROL DAMPER SMOKE CONTROL MOTORIZED DAMPER . BAROMETRIC RELIEF DAMPER (.05 OPNG PRESSURE SHOWN) VOLUME DAMPER SHOP FABRICATED, WI LOCKING QUADRANT 120 OTHER: 36 GENERAL NOTES: AD 14,400 ' ACCESS DOOR -18" x 18" MINIMUM THROUGH BUILDING CONSTRUCTION BY GENERAL CONTRACTOR FIRE DAMPER REQUIREMENTS: BLADES OUT OF AIRSTREAM ON MEDIUM PRESSURE DUCTS 165 F FUSIBLE LINK CLASS II f > ` - DUCT LEGEND DESCRIPTION SYMBOL DESCRIPTION SYMBOL BARE SHEETMETAL ESP ROUND SHEETMETAL WRAPPED W/ INSULATION (2") OA CFM 14/12 120W , WT LBS SOUNDLINE SHEETMETAL (1 "LINING) KW BARE FLAT OVAL SHEETMETAL VOLTIPH MCA 14/12-e- , _LL_I-L 36 SHEETMETAL WRAPPED W/ INSULATION (21 - FLAT OVAL FLAT SHEETMETAL WI INSULATION (2') - 14/12 W 14/ 12e.W - - BARE ROUND SHEETMETAL - DUCTBOARD (1" FIBERGLASS) EXISTING 1 120 14/12 DB 36 - EXAMPLE OF NEW 14,400 EXAMPLE OF NOT IN CONTRACT (NIC) 14/12 14/12 - EXAMPLE OF DEMO 460/3 FLEX DUCT - z x x x x x x EXAMPLE OF EXISTING FLEX CONNECTOR 14/12 3' i _ PACKAGED ELEC/ELEC AIR CONDITIONING SCHEDULE UNIT NO. MFG & MODEL NO. NOM TONS HEAT CFM ESP FAN HP OA CFM EER! SEER IPLV ELECTRICAL WT LBS NOTES KW STG VOLTIPH MCA RTU 3-3 MCQUAY RPS036CLY 36 - - 14,400 - 10 100% - - 460/3 - - EXISTING 1 RTU 3-4 MCQUAY RPS036CLY 36 - - 14,400 - 10 100% - - 460/3 - - EXISTING 1 RELIEF FAN SCHEDULE UNIT NO. AREA SERVED MFG & MODEL NO. TYPE CFM ESP RPM HP VOLT/PH BDD WT LBS NOTES RF-1 UPS BATTERY RM - RELIEF GREENHECK RBUMO- 2L48 -50 PROPELLER UPBLAST 30,000 0.125 1725 5 460/3 YES 729 NEW 1-6 VFD SCHEDULE UNIT NO. UNIT SERVED MFG & MODEL NO. HP VOLTIPH OUTPUT AMPS CONTROL BYPASS ENCLOSURE WT LBS NOTES VFD-1 RF -1 ABB ACH550- UH -08A8 -4 5 460/3 8.8 DDC NO NEMA -3R 75 NEW, 1,2 N 0 12301 TUKWILA INTERNATIONAL BLVD TUKWILA, WA HVAC ABBREVIATIONS ABBV FULL NAME ABBV FULL NAME ABBV FULL NAME A AC AFF AL BDD BOB BOD BOTT BTU BTUH BWG BWR C CAP CC CFM CHWR CHWS COMB CONN CWR CWS DB DIFF DMPR DN EC EGC EER ELEV EMS COMPRESSED AIR LINE AIR CONDITIONING UNIT ABOVE FINISHED FLOOR ALUMINUM BACKDRAFT DAMPER BOTTOM OF BEAM BOTTOM OF DUCT BOTTOM BRITISH THERMAL UNITS BRITISH THERMAL UNITS PER HOUR BOTTOM WALL GRILLE BOTTOM WALL REGISTER CONDENSATE CAPACITY CONTROLS CONTRACTOR CUBIC FEET PER MINUTE CHILLED WATER RETURN CHILLED WATER SUPPLY COMBUSTION CONNECT CONDENSER WATER RETURN CONDENSER WATER SUPPLY DUCT BOARD DIFFUSER DAMPER DOWN ELECTRICAL CONTRACTOR EGGCRATE ENERGY EFFICIENCY RATIO ELEVATION ENERGY MANAGEMENT SYSTEM ESP EXH EXTR FAC FD FLA FOB FOT FSD G GALV GC GPM GR GWB HG HP HWR HWS ID INT UQ M -M MBH MC MCA MD MIN MT MUA NOM EXTERNAL STATIC PRESSURE EXHAUST EXTRACTOR FIRE ALARM CONTRACTOR FIRE DAMPER FULL LOAD AMPS FLAT ON BOTTOM FLAT ON TOP FIRE SMOKE DAMPER GAS LINE GALVANIZED GENERAL CONTRACTOR GALLONS PER MINUTE GRILLE GYPSUM WALL BOARD HOT GAS LINE HORSE POWER HOT WATER RETURN HOT WATER SUPPLY INSIDE DIMENSION INTERLOCK LIQUID LINE MACDONALD-MILLER ONE THOUSAND BTUH MECHANICAL CONTRACTOR MINIMUM CIRCUIT AMPACITY MOTORIZED DAMPER MINIMUM MOUNT MAKE -UP AIR NOM INAL OSA OBD OD RA REG REQ'D RIO SA SCD SD SL SM SP SS SSSC STL SUC SUSP TC TOD TOS TV TWG TWR TYP UNO VD VFD OUTSIDE AIR OPPOSED BLADE DAMPER OUTSIDE DIMENSION RETURN AIR REGISTER (GRILLE WITH DAMPER) REQUIRED ROUGH IN ONLY SUPPLY AIR SMOKE CONTROL DAMPER SMOKE DAMPER SOUND LINING SHEET METAL STATIC PRESSURE START /STOP SOLID STATE SPEED CONTROLLER STEEL SUCTION LINE SUSPENDED TSTAT THERMOSTAT TEMPERATURE CONTROL TOP OF DUCT TOP OF STEEL TURN VANES TOP WALL GRILLE TOP WALL REGISTER TYPICAL UNLESS NOTED OTHERWISE VOLUME DAMPER VARIABLE FREQUENCY DRIVE VOLTAGE PHASE & DUCT DIAMETER SEQUENCE OF OPERATION FAN TO RELIEVE ROOM AIR BASED ON ROOM STATIC PRESSURE. SIGNAL SENT TO VFD TO CONTROL FAN SPEED. BUILDING MANAGEMENT SYSTEM MONITORING (SIGNAL FROM ROOM STATIC PRESSURE SENSOR). NOTES: 1. POWER WIRING AND DISCONNECT BY ELECTRICAL CONTRACTOR. 2. FRAME R1. NOTES: 1) 100% OA ECONOMIZER CAPABILITY. NOTES: 1. DISCONNECT BY ELECTRICAL CONTRACTOR. 2. MOTOR STARTER BY ELECTRICAL CONTRACTOR 3. INTEGRAL STEEL BACKDRAFT DAMPER. 4. MOTOR RATED NEMA3 -R. 5. MM FABRICATE AND INSTALL ROOF CURB. 6. WEIGHT INCLUDES ROOF CURB. FILE COPY Penult • Plan miff/ appovvolloodOeloisolosodoodoolo slipped cads or gems Ronipt of *proved Copy accilloos loaf mosiodood: BY ni Dec /'fo' /o7 Cfty of ibiorilla BUILDING DIVISION HVAC GENERAL NOTES 1. THE HVAC SYSTEM FOR THIS PROJECT IS BASED ON THE FOLLOWING CRITERIA ROOF "U" VALUE (BTUH/S.F. °F) = N/A WALL 'U" VALUE (BTUH /S.F. °F) = N/A FLOOR "U" VALUE (BTUHIS.F. °F) = N/A GLASS °U° VALUE (BTUH/S.F. °F) = N/A GLASS SHADE COEFF. = N/A LIGHTING (WATTS /S.F.) = N/A MISC. EQUIP. (WATTS /S.F.) = NIA PEOPLE DENSITY (S.F./PERSON) = N/A COOLING INDOOR DESIGN TEMP (°F) = N/A COOLING OUTDOOR DESIGN TEMP ( °F) = N/A HEATING INDOOR DESIGN TEMP ( °F) = N/A HEATING OUTDOOR DESIGN TEMP ( °F) = N/A 2. THESE PLANS ARE SCHEMATIC AND DO NOT SHOW EXACT ROUTING OR EVERY OFFSET WHICH MAY BE REQUIRED. THE HVAC CONTRACTOR IS TO COORDINATE WITH ALL OTHER TRADES AND IS TO VERIFY ALL CLEARANCES BEFORE COMMENCING WORK 3. MATERIALS, METHODS, AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE 2003 EDITIONS OF THE INTERNATIONAL MECHANICAL CODE, INTERNATIONAL BUILDING CODE, INTERNATIONAL FIRE CODE AND STATE AND LOCAL CODES AND ORDINANCES. 4. DUCT CONSTRUCTION AND HANGING SHALL COMPLY WITH CHAPTER 6 OF THE 2003 IMC AND WITH CURRENT SMACNA STANDARDS. EARTHQUAKE BRACE ALL DUCTS 28" DIA AND LARGER WHICH ARE SUSPENDED MORE THAN 12" BELOW STRUCTURAL SYSTEM. 5. JOINTS OF MEDIUM AND HIGH VELOCITY DUCT SYSTEMS SHALL BE SEALED WITH GASKETS OR LISTED MASTIC TYPE DUCT SEALANT. 6. DUCTS SHALL BE INSULATED AS INDICATED ON PLANS, PER 2004 WSEC. - DUCT WRAP, WHERE INDICATED, SHALL BE 2.0" 0.6 LB /CU FT FIBERGLASS DUCT INSULATION WITH A FACTORY APPLIED REINFORCED ALUM. FOIL VAPOR BARRIER (R-3.3 MIN.). - SOUND LINING, WHERE INDICATED, SHALL BE I' ° 1.5 LB /CU FT FIBERGLASS DUCT LINING COATED TO PREVENT FIBER EROSION AT VELOCITIES UP TO 4000 FPM (R-3.3 MIN.). - DUCT BOARD, WHERE INDICATED, SHALL BE 1" RIGID FRK FACED El 475 FIBERGLASS DUCT BOARD SYSTEM, UL 181 LISTED AS A CLASS 1 AIR DUCT (R -3.3 MIN.). 7. FLEX DUCTS SHALL CONSIST OF A REINFORCED VAPOR BARRIER, 1 1/2" FIBERGLASS INSULATION, AND NON - PERFORATED INTERIOR LINER WITH WIRE HELIX. DUCT SHALL BE A UL 181 LISTED CLASS 1 AIR DUCT. FLEX DUCTS SHALL ONLY BE USED WHERE SHOWN AND SHALL NOT EXCEED 8' IN LENGTH UNLESS NOTED OTHERWISE. 8. PROVIDE EARTHQUAKE RESTRAINT FOR HVAC EQUIPMENT IN ACCORDANCE WITH SECTION 1621 OFTHE2003 IBC. 9. PROVIDE FIRE DAMPERS, SMOKE DAMPERS AND FIRE/SMOKE DAMPERS WHERE INDICATED ON PLANS AND AS REQUIRED BY SECTION 716.5 OFTRE 2003 IBC. PROVIDE CEILING FIRE DAMPERS WHERE INDICATED ON PLANS AND AS REQUIRED BY SECTION 716.6.2 OF THE 2003 IBC. INSTALL FIRE DAMPERS SMOKE DAMPERS AND FIRE/SMOKE DAMPERS IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS, THE TERMS OF THEIR LISTING, AND THE REQUIREMENTS OF THE CODE. 10.PIPING PENETRATIONS OF FIRE RATED WALLS OR FLOORS SHALL BE SLEEVED AND FIRE STOPPED WITH LISTED MATERIALS SO AS TO MAINTAIN THE INTEGRITY AND RATING OF THE FLOOR OR WALL 11.PROVIDE RETURN DUCT SMOKE DETECTOR AUTOMATIC SHUT DOWN OF ALL NEW HEATING, COOLING, OR VENTILATION EQUIPMENT MOVING IN EXCESS OF 2000 CFM IN ACCORDANCE WITH SECTION 606 OF THE 2003 IMC. POWER :"AND INTERLOCK WIRING WITH THE BUILDING FIRE ALARM SYSTEM IS BY THE ELECTRICAL CONTRACTOR. 12.HVAC EQUIPMENT, VALVES AND DAMPERS SHALL BE LOCATED IN EASILY ACCESSIBLE LOCATIONS. UNLESS SHOWN ON ARCHITECTURAL DRAWINGS, REQUIRED ACCESS PANELS SHALL BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR. 13.HEAT TRACING OF PIPING, WHERE INDICATED, SHALL BE PROVIDED AND INSTALLED BY THE HVAC CONTRACTOR. THE HVAC CONTRACTOR IS TO COORDINATE THE HEAT TRACE POWER WIRING WITH THE ELECTRICAL CONTRACTOR 14.MOTOR STARTERS NOT LISTED AS BEING PROVIDED IN THE HVAC EQUIPMENT SCHEDULES ARE TO BE PROVIDED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 15. WITHIN 90 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION TO BE PROVIDED TO THE BUILDING OWNER RECORD DRAWINGS SHALL INCLUDE AS A MINIMUM THE LOCATION AND PERFORMANCE DATA ON EACH PIECE OF EQUIPMENT, GENERAL CONFIGURATION OF DUCT AND PIPE DISTRIBUTION SYSTEM, INCLUDING SIZES, AND THE TERMINAL AIR AND WATER DESIGN FLOW RATES. 16.OPERATING AND MAINTENANCE MANUALS TO BE PROVIDED TO THE BUILDING OWNER THAT INCLUDE SUBMITTAL DATA, NAMES AND ADDRESSES OF AT LEAST ONE SERVICE AGENCY, HVAC CONTROLS SYSTEM MAINTENANCE AND CALIBRATION INFORMATION AND A COMPLETE OPERATIONAL NARRATIVE FOR EACH SYSTEM. 17.COMMISSIONING IS REQUIRED ON THIS PROJECT IN ACCORD WITH WASHINGTON STATE ENERGY CODE (WSEC) SECTION 1416 AND WITH LEED NC-2.1 FUNDAMENTAL BUILDING SYSTEMS COMMISSIONING AND ADDITIONAL COMMISSIONING. 18.A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH THE OWNER. 19.FOR ALL "SEALED AIR TIGHT" SHAFTS OR ROOMS, THE FOLLOWING MUST OCCUR: - ALL VERTICAL JOINTS INSIDE THE SHAFT SHOULD BE PROVIDED WITH A CONTINUOUS SEAL FOR THE LENGTH OF THE JOINT, INCLUDING THE SHAFT CORNERS (BY GC). - TOP AND BOTTOM WALL TRACKS SHOULD BE CAULKED ALONG THEIR ENTIRE LENGTH (BY GC). ANY FLOOR DECKING PERPENDICULAR TO THE SHAFT SHOULD BE CAULKED. FILLING WITH ROCK WOOL OR FIRESAFING ("MONOCOAT") IS NOT ACCEPTABLE (BY GC). - ANY PENETRATIONS OF THE SHAFT CONSTRUCTION (DUCTWORK, CONDUIT, PIPING) SHOULD BE SEALED WITH FIRE CAULKING ON BOTH SIDES OF THE PENETRATION. - USE SECTION 909.5 OF THE 2003 IBC FOR MAXIMUM ALLOWABLE LEAKAGE AREA, FOLLOWING THE GUIDELINES FOR SMOKE BARRIER CONSTRUCTION. - ALL DOORS MUST BE PROVIDED WITH TIGHT FITTING GASKETS:; AND OPEN AGAINST THE DIRECTION OF ROOMISHAFT PRESSURE. 20.DAMPERS USED FOR OUTDOOR AIR INTAKE, EXHAUST, OR RELIC SHALL HAVE THE FOLLOWING MAXIMUM LEAKAGE RATES AT 1" W.G. (PER AMCA STANDARD 500): MOTORIZED DAMPERS: 10 CFM/S.F. GRAVITY DAMPERS: 2v CFM/S.F. (40 CFM IS.F. FOR DAMPERS SMALLER THAN 24 INCHES IN EITHER DIMENSION). 21. OUTSIDE AIR INTAKE, EXHAUST, AND RELIEF DAMPERS SERVING CONDITIONED SPACES MUST BE MOTORIZED (FAIL CLOSED) PER WSEC 1412.4.1, EXCEPT AS ALLOWED BY WSEC. 22.RETURN AIR SHAFTS TO BE CONSTRUCTED BY THE G.C. TO WITHSTAND A MINIMUM 20 PSF DIFFERENTIAL PRESSURE ACROSS THE WALL. DIFFERENTIAL PRESSURE IS BASED UPON THE MAXIMUM STATIC PRESSURE CAPABILITY OF FAN SYSTEMS SUBJECT TO AUTOMATIC DAMPER CLOSURE 23.PRESSURIZATION SHAFTS SHALL BE CONSTRUCTED BY THE G.G. AS FOLLOWS: - SHAFTS SERVED BY PRESSURIZATION FANS RATED UP TO 1" STATIC PRESSURE TO BE CONSTRUCTED TO WITHSTAND 10 PSF DIFFERENTIAL PRESSURE. - SHAFTS SERVED BY PRESSURIZATION FANS RATED BETWEEN 1 -2.5" STATIC PRESSURE TO BE CONSTRUCTED TO WITHSTAND 20 PSF DIFFERENTIAL PRESSURE. - FOR SHAFTS SERVED BY PRESSURIZATION FANS RATED ABOVE 2.5" STATIC PRESSURE, CONTACT MECHANICAL ENGINEER CONTACT LIST TITLE NAME COMPANY PHONE NUMBER FAX NUMBER PROJECT ENGINEER PROJECT MANAGER SHEET METAL FOREMAN ELECTRICAL FOREMAN FACILITES ENGINEER MICHELLE MULLIN STEVE FLINK LARRY HARBISON MIKE MCGIVERN GREG RYERSON MACDONALD MILLER MACDONALD MILLER MACDONALD MILLER MACDONALD MILLER SAWIS 206 - 768-4254 253 - 680 -3172 206 - 423 -4143 206 - 571 -3057 206 - 988 -6545 206 - 768 -4255 253 -680 -3173 SCOPE OF WORK INSTALL ONE NEW RELIEF FAN TO RELIEVE ECONOMIZER AIR. ELECTRICAL POWER AND CONTROLS. NAME TITLE TM0.01 SCHEDULES & NOTES - HVAC TM0.01 S SITE MAP - HVAC TM2.03 3RD FLOOR PARTIAL PLAN - HVAC TM2.04 ROOF PARTIAL PLAN - HVAC TM3.01 BUILDING ELEVATIONS & DETAILS - HVAC SEPARATE PERMIT REQUIRED FOR: 0 Mediamcal fVElectdical E Plumbing (Gas Piping City of Tukwila BUILDING DIVISION LEGAL DESCRIPTION APN # 923049120 LEGAL DESCRIPTION: 092304 120 BEGIN NW CORNER OF NE 1/4 OF SE 1/4 TH S 89 -16-35 E 100 FT TH S 24 -13-53 E 969.61 FT TO POINT OF BEGINNING TH N 65 -46-07 E 58.17 FT TH N 63 -32-48 E 62.13 FT TH S 22 -47 -01 E 21.44 FT TH N 65 -30-25 E 199.33 FT TO POINT ON WLY RAN LINE OF PRIMARY STATE HIGHWAY NO 1 (SR 99) SOUTH 118TH ST TO JCT SSH NO 1 -K APPROVED JULY 23, 1957 TH FOLLOWING SAID WLY RAY LINE ALONG ARC OF 2805 FOOT RADIUS NON TANGENT CURVE TO RIGHT, CENTER BEARING S 65-44 -51 W, THRU C/A OF 1 -16-30 DISTANCE OF 62.42 FT TH FOLLOWING SAID WLY R/W LINE N 67 -01 -21 E 10 FT TH FOLLOWING SAID WLY RAN LINE ALONG ARC OF 2815 FOOET RADIUS NON TANGENT CURVE TO RIGHT CENTER BEARING S 67 -01 -21 W THRU C/A OF 6 -31 -21 DISTANCE OF 320.45 FT TH S 73 -32-42 W 16.58 FT TH S 71 -35-51 W 61.96 FT TH N 78 -38-58 W 7.83 FT TH S 75 -53-44 W 106.07 FT TH N 05-01 -10 W 18.41 FT TH S 82 -22 -27 W 64.93 FT TH S 63 -55-24 W 58.16 FT TH N 24 -13-53 W 334.22 FT TO POINT OF BEGINNING - LOT B OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO L98-0033 RECORDING NO 9810059013 DRAWING SHEET INDEX NAME TITLE TM3.02 DETAILS - HVAC REVISIONS ric changes shall be made to the scope of work without prior approval of Tulcwila Building Division. Revisions will require a new plan subrnatal end may include additional an review s - REVI EWED FOR �-nnG mMPLIANCE ir NOV 5 2007 Of T E IL�►1N Liivi�� -� Mop- 21c3 RECEIVED OCT 17 2007 PERMIT CENTEFI 0 0 0 I- co co I- r7 N- U) 0 a z U 0 a ty z >L U U rn U a- f/] Co to n z J It 0 U C MacDonald - Miller FACILITY SOLUTIONS 7717 Detroit Avenue SW Seattle, WA 98106 Phone: 206 - 763 -9400 Fax: 206-767-6773 www.macmiller.com WA Lie No: MACDOFS980RU • 7 4 ,IN_,' i 1• i x 1 3 6 , . YA A + 3'163 • � �y � GIS �8 - `S'ZONA Cs I EXPIRES: 07 -06 -08 CD /PERMIT 10 -15 -07 REVISIONS: DATE SAWIS PRESSURE RELIEF FAN 12301 TUKWILA INT. BLVD WA 98186 - iLk -/ I b SITE MAP - HVAC ENGINEER: LAST REVISED: M MULLIN 10-15-07 CHECKED UT DATE PLTTTcO: B GEZON 10 -15 -07 CAD: ISSUE DATE: N BECKER 10 -15 -07 DRAWING NUMBER: D-1196-7376681-00 ISSUED FOR CONSTRUCTION SKEET NUMBER: TMO.OIS N a 0 0 L 0 U 0 a 0 0 In I- Q C REVIEWED FOR CODE Co APPROVED Nov - 5 2001 City Of Tukwila B ILDING DIVISION \ RECEIVED OCT 17 2007 PERMIT CENTEb I a 2 F-- co N N I- a z 0 z 1 u_ U-! w IU a to co N N z w U 4 t:::::;) 0 MacDonald- Miller FACILITY SOLUTIONS H„, I 7717 Detroit Avenue SW Seattle, WA 98106 Phone: 206 -763 -9400 Fax: 206 - 767 -6773 www.macmiller.com WA Lic No: MACDOFS980RU .• 7 ( r � p .0. +d , •.:5 3 36163 • ,4)- G �. IS i$ sSZONA � C: I ECPIRES: 07 -06 -08 1 1 , A CD /PERMIT 10 -15 -07 REVISIONS: DATE SAVVIS PRESSURE RELIEF FAN 12301 TUKWILA INT. 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N D L a) cn D U 0 0 N- • e ROOF PARTIAL PLAN - HVAC SCALE: Vs" = 1 - 0" :}s REVIEWED FOR CODE COMPLIANCE APPROVED NOV - 5 2007 City Of Tukwila BUILDING DIVISION RECEIVED OCT 17 2007 PERMIT CENTER MacDonald- Miller FACILITY SOLUTIONS 7717 Detroit Avenue SW Seattle, WA 98106 Phone: 206- 763 -9400 Fax: 206 -767 -6773 www.macmiller.com WA Lic No: MACDCFS980RU CD /PERMIT 10-15-07 REVISIONS: DATE SAWS PRESSURE RELIEF FAN 12301 TUKWILA INT. BLVD TSEAMTzLe WA 98186 ROOF PARTIAL PLAN - HVAC ENGINEER: !_asr REAMED: M MULLIN 10 -15 -07 a-ECKED Era LURE PLOT at: B GEZON 10 -15 -07 CAD: ISSUE DATE N BECKER 10 -15 -07 DRAWING NUIIBIEF D- 1196 - 7376681 -00 ISSUED FOR CONSTRUCTION SHEET NUMBER: TM2.04 4 G: 9 2) MacDonald - Miller FACILITY SOLUTIONS 7717 Detroit Avenue SW Seattle, WA 98106 Phone: 206 - 763 -9400 Fax: 206 -767 -6773 www.macmiller.com WA Lic No: MACDOFS980RU S Szr 4 Re, .1 7 p g . :2, If ZO I EXPIRES: 07- 06--08 1 CD /PERMIT 10 -15 -07 REVISIONS: DATE SAWIS PRESSURE RELIEF FAN T• 0 0 0 Q) 0 0 0 s F CO 0 b INNER SCREEN WALL WEST BUILDING ELEVATION WET; SCREW OR LAG FAN BASE TO CURB, SEAL PENETRATIONS. FOR ATTACHMENT TO STRUCTURE SEE TOP OF ROOF 8" MIN SURFACE ROOF CUT AND PATCH OF REQUIRED) BY GC NO SCALE FAN BASE SIZE f UCT DIAMETER ATTACH CURB TO ROOF PER STRUCTURAL CALCULATIONS, SEE GENERAL NOTES: 1 CURB ID - ROOF OPENING 2 CURB ID - FAN BASE —4Yz 3 EXACT CURB SIZE MUST BE CHECKED FROM EQUIPMENT SUBMITTALS. FINAL RESPONSIBILITY FOR CORRECT CURB SIZE WILL BE INSTALLERS. 4) BACKDRAFT DAMPER INTEGRAL TO GREENHECK RBUMO FAN. CURB UNIT BY MECH CONTRACTOR CANT STRIP AND ROOFING BY GC RELIEF FAN INSTALLATION DETAIL ROOF 3RD FLOOR 2ND Fl OOR 1 ST FLOOR OUTER SCREEN WALL RF-1 is EV�fEa � Nc CODE COMPLIANCE APPROVED NOV - 5 2001 City Of Tukwila B ILDIN DIVISI ON \\, (A RECEIVED OCT 1 7 2007 PERMIT CENTER 03 Co T_ 1.] IL; z W 0 CO 4 0) MacDonald - Miller FACILITY SOLUTIONS 7717 Detroit Avenue SW Seattle, WA 98106 Phone: 206763 -9400 Fax: 206 -767 -6773 www.macmiller.com WA Lic No: MACDOFS980RU L 7j C 0 .0 As •� I :i•t7 1 ' „. ,d i 14 .2 36163 t °'s N, 1..4 -sZORA - I EXPIRES: 07-06-08 1 . A CD /PERMIT 10 -15 -07 REVISIONS: DATE SAVVIS PRESSURE RELIEF FAN 12301 TUKWILA INT. BLVD Ste- " WA 98186 -- ,k.,.. L✓ 1 )-.a DETAILS - HVAC ENGWE IXST REVISED: M MULLIN 10 -15 -07 CHECKED Err DATE PLUMED: B GEZON CAD: ISSUE DATE: N BECKER 10 -15 -07 DRAWING NUMEIM 0- 1196- 7376651 -00 ISSUED FOR CONSTRUCTION NUS TM3.02 N- o 0 N LC) 0 U 0 _. 0 0 0 0 e 1 { • I I 1 I , 1 I -1- 4p r- 1 a ; -i. r1 I. • • .I I/ . I I 1 • 1 1 — I - — I I : ! 1 •\1417 �- • . PQrfii-c4i..Y `•[mot -' i��.v&; •1 --!�> I NO SCA L.8 r. 1 + AEg''JI 53 ) ) Ile# • T r t:r RPz4d+71.- C D 1...3•2t3 ft ?tt 1:2L C \169-2 Pft fit{ s P>(r -L -- Qot,-c.T c axED ( l : ) ocl a i l J 1 � 1 J - _ - . N s 5 3 2 [ • e cTi niJ "nKtTy r_,A-Le 1 c '`'i pg•-btiltPe 6 Dt_.T3 ItelD / �-f-U? 50LT Tfp. - Tor k- 7,57 - P - f t li SL 17E7-1 _ . 1 2,N - - Tss 32 •fit _— _ .:5th. t - r - otr a '?x31 - - - ;f - - -sL - - - - — ey‘LeZi LL - LN.4 REVIEN/ED FOR CODE COMPLIANCE APPROVE NOV - 5 2007 City Of Tukwila B ILDING DI!!ISION % RECEIVED OCT 17 2007 PERMIT CENTEk, w z w L 0 0