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HomeMy WebLinkAboutPermit M06-076 - SABEY CORPORATIONSABEY 3355 S 120 PL M06 -076 Parcel No.: 1023049069 Address: 3355 S 120 PL TUKW Suite No: DESCRIPTION OF WORK: REPLACE 10 EACH ROOFTOP EXHAUST FANS Value of Mechanical: 150,000.00 Type of Fire Protection: SPRINKLERS City tri / Tukwila Tenant: Name: SABEY CORPORATION Address: 3355 S 120 PL, TUKWILA WA Owner: Name: SABEY CORPORATION Address: 12201 TUKWILA INTL BLVD 4THFL, SEATTLE WA Contact Person: Name: MAREK GRUSZECKI Address: PO BOX 24567, SEATTLE WA Contractor: Name: MCKINSTRY COMPANY Address' 5005 3 AV S, PO BOX 24567 Contractor License No: MCKIN * *372N0 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us Furnace: <100K BTU 0 >100K BTU 0 Floor Furnace 0 Suspended/Wall /Floor Mounted Heater 0 Appliance Vent 0 Repair or Addition to Heat/Refrig /Cooling System Air Handling Unit <10,000 CFM 0 >10,000 CFM 0 Evaporator Cooler 0 Ventilation Fan connected to single duct 10 Ventilation System 0 Hood and Duct 0 Incinerator: Domestic 0 Commercial /Industrial 0 doc: IMC- Permit MECHANICAL PERMIT Permit Number: Issue Date: Permit Expires On: EQUIPMENT TYPE AND QUANTITY * *continued on next page ** M06 -076 Phone: Phone: 206 832 -8122 Phone: 206 762 -3311 Expiration Date:01 /02/2008 Steven M. Mullet, Mayor Steve Lancaster, Director M06 -076 04/20/2006 10/17/2006 Fees Collected: $1,447.38 International Mechanical Code Edition: 2003 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... 10 Printed: 04 -20 -2006 Permit Center Authorized Signature: The granting of this pe regulating constru Signatur Print Name: doe: IMC- Permit City &i Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: cttukwila.wa.us V9A t,1/4t/ / e -� Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: M06 -076 Issue Date: 04/20/2006 Permit Expires On: 10/17/2006 Date: hl 1 U /01.f I hereby certify that I have read and this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be mp I d with, whether specified herein or not. s not presume to give authority to violate or cancel the provisions of any other state or local laws ormance of work. I am authorized to sign and obtain this mechanical permit. Date: y ' z ° — d es- 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. M06 -076 Printed: 04 -20 -2006 Tukwila City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1023049069 Address: 3355 S 120 PL TUKW Suite No: Tenant: SABEY CORPORATION 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: M06 -076 Status: ISSUED Applied Date: 04/07/2006 Issue Date: 04/20/2006 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: Readily accessible access to roof mounted equipment is required. 5: All 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. 6: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. * *continued on next page ** doc: Conditions M06 -076 Printed: 04 -20 -2006 Signature: Print Name: City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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 rformance of work. "ice bve </ Date: Y— 2 0 —0 doc: Conditions M06 -076 Printed: 04 -20 -2006 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 ¢Opamim pImVtt changes \ pezmit applicaiion (7-2004) Amid 6J -0S bh Building PermitNo Mechanical Permi Public "Works Perlis Project No 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 ** City State Zip w TUKWILA W Site Address: :/ Gs 5. I ZO rl- . King Co Assessor's Tax No.: 1 D2.3 D 4 -1 o 191 Suite Number. Floor:1 Tenant Name: /Act✓ Property Owners Name: ` ^55 , �'�, ,I� Mailing Address: ` �t ' 9S 1210I \ lJ� —� (L� I i∎rr . IL 0. — 0 I. 1 -� 1 pigg New Tenant: ❑ Yes ® ..No CONTACTPERSON Name: pp Day Telephone: 7a �0 SS 2- Mailing Address: RID lan 2-4S(01 dr � tt t- W Pt t T I i` State ' / Zip E-Mail Address: m et re ICC{ @ ni1Gkt ns f . Co- Fait Number: 2i1) 6 7 E4 GENERAL CONTRACTOR. INFORMATION - (Mechanic Contractor information an back page Company Name: Mailing Address: City State Contact Person: Day Telephone: 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 ** ,ARCHITECT OF RECORD — All plans musbbe stamped by Architect oftRecord. Zip Company Name: Mailing Address: Contact Person: E -Mail Address: City Day Telephone: Fax Number: State ZIP ENGINE+ ER OKRECORD —All plans •must be wet stamped by Engineer of Record'. '- Company Name: Mailing Address: oty Contact Person: Day Telephone: E -Mail Address: Fax Number: Page l State ZIP Unit Type: Qty '.Unit Type: ` Qty - `Unit Type :: Qty '. Boiler /Compressor: __ Qtp : :. Fumace<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 Fumace Ventilation Fan Connected to Single Dud Thermostat 15 -30 HP /1,00%000 BTU Suspended/Wall/Floor Mounted - Heater- Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Dud 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 LX�. Fv lQ w MECITA,NICAI: PE ] TINFOI2MAT> =206- 431 -3670 ` MECHANICAL CONTRACTOR INFORMATION Company Name: Mc- tx _ P3 Mailing Address: Po y. Contact Person: 1M. t � F �1 E-Mail Address: Contractor Registration Number: * *An original or notarized copy of current Washington State ' C\ t-C Nth- Zti City s tate Day Telephone: 7.i) 6 ? ' Z '`` 122 C6� F Number: 2©x`7 (0L1 - -1t01 ) 1Z• irationDate: 01 ' — O8 Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ t C� j 000 Scope of Work (please provide detailed information): t2L puss t n 1�Azort- go a 1t P oi( L15-' Pietas Ws; Residential: New .... ❑ Replacement.... Commercial: New .... Replacement Type: Electric Gas....❑ Other: Indicate type of mechanical work being installed and the quantity below: PERi%U I APPLICATION NOTES — ,Applicable to all permrtsin:this application`. Value of Construction -In all cases, a value of construction should be entered by the applicant. This figure will reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review -Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exo ed ng 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 10531 Intonational Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE TATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR. THIS PERMIT. • , O ^ AUTHO' rc D B .1 Signa Print Name: 7"v'1 L-• - i F K aevamiu pustia thaws\paait eppliaea (7-2004) Revised 64-05 bb Mailing Address: '`� �✓ (c 1 Date Application Accepted: 04 VT Page 4 Date: 41 l Day ZYJ(p cry ate zip Date Application Expires: id D1-1(14" Staff Initials: au, I City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1023049069 Address: 3355 S 120 PL TUKW Suite No: Applicant: SABEY CORPORATION Receipt No.: R06 -00895 Payment Amount: 58.00 Initials: BLH Payment Date: 06/20/2006 10:41 AM User ID: ADMIN Balance: 50.00 Payee: MCKINSTRY COMPANY TRANSACTION LIST: Type Method Description Amount Payment Check 8257 58.00 ACCOUNT ITEM LIST: Description Current Pmts MECHANICAL - NONRES RECEIPT Account Code 000/322.100 58.00 Permit Number: M06 -076 Status: ISSUED Applied Date: 04/07/2006 Issue Date: 04/20/2006 Total: 58.00 6647 06/21 9716 TOTAL. 58 =00 doc: Receipt Printed: 06 -20 -2006 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1023049069 Address: 3355 5 120 PL TUKW Suite No: Applicant: SABEY CORPORATION Receipt No.: R06 -00542 Payment Amount: 1,163.90 Initials: 3EM Payment Date: 04/20/2006 10:20 AM User ID: 1165 Balance: $0.00 Payee: MCKINSTRY CO TRANSACTION LIST: Type Method Description Amount Payment Check 248295 1,163.90 ACCOUNT ITEM LIST: Description MECHANICAL - NONRES RECEIPT Account Code Current Pmts 000/322.100 1,163.90 Permit Number: M06 -076 Status: APPROVED Applied Date: 04/07/2006 Issue Date: Total: 1,163.90 4749 04/20 9716 TOTAL 1163.90 doc: Receipt Printed: 04 -20 -2006 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: TRANSACTION LIST: Type Method Payment ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1023049069 3355 S 120 PL TUKW SABEY R06 -00475 ]EM 1165 MCKINSTRY CO Check 8105 PLAN CHECK - NONRES Description Account Code 000/345.830 RECEIPT Permit Number: Status: Applied Date: Issue Date: Payment Amount: 283.48 Payment Date: 04/07/2006 04:52 PM Balance: $1,163.90 Amount 283.48 Current Pmts 283.48 Total: 283.48 M06 -076 PENDING 04/07/2006 4414 04/11 9710 TOTAL 283.48 Printed: 04 -07 -2006 Protect: i � • A C.%J✓ / Type of Inspection: r7/4 / V / Addres -33 5s S /2v / Date Called: Special Instructions: Date Wanted; / / p.m. Requester: Phone No: _24 -5'0 - iel2. INSPECTION NO. \IN‘SPE TION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 *proved per applicable codes. El Corrections required prior to approval. COMMENTS: I LS/ $ 4 4 .1/75.;:l" % S S Al aid 70 ,ct Inspector:� /t ∎ / ✓ ri $58.00 REINSPECTION FEt REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: fir_ .,.:ete. —. . Pro'ect: JA (or,o,-4% T of Inspection: J "-bile? Z._ A! A Address: 3355' S H2O Pe– Date Called: Special Instructions: Date Wanted: /0 —/ 7 -06 a. p.m. Requester; Phone No: az0( 57 0 -3 cf32 INSPECTION NO. INSPECTION RECORD Retain'a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. i �OG=67 4 PERMIT NO. ` I ' (206)431 -3670 1)b Corrections required prior to approval. J (� $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be r paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: 'Date: COMMENTS: Date.mt7 J ea 44 .Awir /canse :7 - 4.4 Lb M,r &I 3 - 3 gU `-�✓` LiF Pi �71GS: A TP 7 Eby Sr: G//3 _. ; x. ` - 3 ` EZ1477 Wr, e r . .(Wi8x3 -raw - k7 S U&. _ ._. LOo PERMIT CENTER 'j `-, Y V 7cttt moan 44at /1. F6R D,' ReAeNED w oflon ' APR 12 2' O6 su its to -- ;,,►� 446": 567 • 5a Nt IXr-fA4 o DWN: /0I p 4kF iDp EXn ube Fi41 Airortr az- 1�^ !�. } eca . . Sn 11�s otia:LE :. - t S J OB NO:9136,Oze D ATE: 3 - 13 S HE.E7: yea RECEIVED ENGINEERS NORTHWEST, INC. CITY OFTUKWIIA 8889 W00D:AWN AVE. N.E. SEATTLE, WASHINGTON 98115 APR O7 2006 �EXPiPE5726/ )�ri J ea 44 .Awir /canse :7 - 4.4 Lb M,r &I 3 - 3 gU `-�✓` LiF Pi �71GS: A TP 7 Eby Sr: G//3 _. ; x. ` - 3 ` EZ1477 Wr, e r . .(Wi8x3 -raw - k7 S U&. _ ._. LOo PERMIT CENTER 'j `-, Y V 7cttt moan 44at /1. F6R D,' ReAeNED w oflon ' APR 12 2' O6 su its to -- ;,,►� 446": 567 • 5a Nt IXr-fA4 Project No. :- 9Ci36020 Project Name:iftope top fan Ward Speed = Exposure = Category = Is tie a hurricane prone region? Roof Might above ground lave!_ Screen depth (parallel to wind _ Ward is :- Kd = ENGINEERS- NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E.(SUITE 205) SEATTLE, WA. 98115 Properly of Engineers North we&,, I c., Seattle - Use by others udawfd W < on RocAoc Enreioonea? -ASCU 7 Ssdi L 4 Fi e*.mr 6-79 SS mph F Screen = 2092 # INPUT 1 NO 40.00 ft. EIS E. Normal to face Gifu Table 6-4 Load combinations is Sec. The Rooftop Screen s :- OUTPUT Height at centoid of Screen = 46.42 ft. I= 1.00 Kzt= 1.00 qz = 15.72 •Kz Kz Screen = 0.79 F= gzGCfAf qz Screen = 12.48 psf Gf= 1.718 Of Screen = 1.309 Af Screen = 106.9 sq.ft. Flexible Table 1 -1 Table 6-1 j Table 6-4 22 or 2.4 must be used Dynamically Sensitive SHEET 2 OF I3 � — Ground level Table 6-1 Sec. 6.5.7.2 (Eq. 6-3) Sec. 6.5.10 (Eq.6 -15) Table 6-3 e = 46.4165 ft. ( Eq. 6-25 ) Velocity pressure evaluated at Might z above the ground Gust effect factor - Section 6.5.6 Net force coefficient from F. 6-19 ttru 6-20 Projected area normal to the wield except where Cf is specified for the actor surface area. Rooftop Notes From Figure 6 1.) The design wind force shall be calculated based on the area of the structure projected on a plane normal to the vittel &'action. The force Owl be assra mad to ad paralfet to the wIwd dL'ectk,n. 2.) linear int-I- pots/ion is permitted for h1D values other than shown. 3.) Notation: - D: least horizontal dimension of square, cross - sections at elevation under consideration, in feet. h: height of the structure in feet. qz: velocity presctre evaluated at height z above ground, in psi. 1 /4/2008 New wind Category Importance Table 1 -1 pq 4 Factor Table 6-1 II 1.00 III &IV 1.15 ENGINEERS - NORTHWEST, INC.P.S. 669 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 * ** Property of Engineers Northwest, Inc., Seattle - 'lee by others ordawiui * *• ' MER(CAN SOCIETY OF CIVIL ENGINEERS AND LOADS PER ASCE 7 412 Section 6.0 - Method 2 - Low -Rise BrAdsngs INPUT CELLS = (Shaded' PROJECT NUMBER: 96138020 PROJECT NAME Sabey Data Center LOCATION: Lehi, UT. DESIGN BY: DML PROGRAM LIMITATIONS :1ITbe bullelfeSSIIIMItigimixtr noabd the tenptl norwfdth 24Tht was f *see IsdM 31 The toot sfopeMUBT;tIOr seeat defirs BUILDING AND SITE INFORMATION INPUT BUILDING WIDTH, 6 = 200.00 R (PARALLEL TO RIDGE) BUILDING LENGTH, L = 400.00 R (PERPENDICULAR TO RIDGE) BLDG. EAVE HEIGHT, he = 46.00 R BLDG. RIDGE HEIGHT, hr 46,00 R ROOF SLOPE, s = 0 MJR. IS ROOF A HIP OR GABLE? HEIGHT OF PARAPET, hp = WIND VELOCITY, v SITE EXPOSURE IMPORTANCE FACTOR, I = TOPOGRAPHIC FACTOR, Kzt = DIRECTIONALITY FACTOR, Kd = Gable OUTP MEAN ROOF HEIGHT, hmr= 45.00 ft. DESIGN HEIGHT, hd = 46.00 R. (WIND PERPENDICULAR TO RIDGE DESIGN HEIGHT, hd 4640 f . (WEND PARALLEL TO RIDGE) Design height for (oh) = 45.00 ft. MAIN WIND-FORCE D-FORCE RESISTING SYSTEM 1MWFRS) FROM ASCE 7 Figure 6-5 (Mpu From - 'Building internal pressure condEion' above) INTERNAL PRESSURE COEFFICIENTS - GCpi ENCLOSED= 0.18 .0.16 lQ = 0.7866 oh = 0.00256 Kz Kzt Kd V 1 (Eq. 6.15) ch = 1237 psf EL.45 ft Se; Lion 6.5.12.22 Low -Rise Buildings P' 4h((GCPO - (GCPI)1 (Eq. 648) Case A - Perpendicular m ridge Case B - Parallel to ridge • Zone Genf Lo& Zone 000' Load 1 0.40 4.95 paf 1 0.40 4.95 pef 2' -0.69 5.53 pal 2 -0.63 5.53 per 3 -0.37 -4.58 psf 3 -0.37 -4.58 pef 4 -029 3.59 psf 4 -0.23 3.59 psi 5 -0.45 5.57 pie 5 -0.45 $S7 psf 6 -0.45 5.57 psf 6 -045 5.57 psf 1E 0.61 7.54 psi 1E 0.61 7.54pef 2E -1.07 -1323 pd 2E -1.07 -1323 psf 3E -0.53 -6.55 psi 3E -053 -6.55 pat 4E -0.43 5.32 psi 4E -0.43 -5.32 pet Windward Parapets = 22.40 psf . ___ Leeward Parapets = -13.!39 pef a = 18.00 2a= 36.001t. Roof slops • 1.1936 degrees 1 LB = ZOO B/L = 0.50 hmrB= 0228 hmrlL = 0.114 SHEET / OF lmpoManee Factor - 4&001 66 mph 1.00 (EL VatoT.O.W.) (3 second gusts only !!U ) B Section 6.5.6.3 See table to the right 1.00 UT Figure 6.4 & Eq. 63 0.86 For this Kd you MUST use ASCE load combinations in Sec. 2.3 & 2.4 Building internal pressure conttion = ENCLOSED Determines GCpi in Figure 6-5 • Note:- III = Public Assembly &/or Hazardous • ( See ASCE 7 Section 6.2 for definitions of Enclosure Classifications) Substance & N = Essential Facility Irk pressure = +/- 223 paf NOTE: - Internal pressure forthe main frame cancels Wien Zones 1 & 4, 1E & 4E, 5 & 6 and 5E & 6E are combined but adds or subtracts at Zones 2, 3, 2E and 3E that do not have directly opposing frame loads. 1!42005 New wind — Fmpaty of Empress Nor rust, hoc., Sues - Use by others missing '^ PROJECT NUMBER: 1t130020 PROJECT NAME: Sabey Data Center LOCATION: (.Mtt, UT. WIND LOADS PER ASCE 7-02 Section 6.0 - Method 2 - Low-Rise Buildings HEIGHT OF PARAPET, hp • 4646 BLDG. RIDGE HEIGHT, hr = am iL BLDG. EAVE HEIGHT, he OLIO S. MEAN ROOF HEIGHT, hmr• 16.66 2 Distance diaphragm is below roof •12[ In. (= Joist depth 0 MBS buildings We Support aviation rt Rbgo = tit fL WM Support Brabant Ease = 4:.66 R 2a = 3640 a • 1E40 lads to W WFRS Lodz brats banit Wat0 0 comets • I E & 4E 1228 paf Waas• 1 &4 8.53 pef Windward roof = 2 -10.76 pef Leeward roof = 3 4.80 pef Windward roof • 2E -15.46 par tamed roof• 3E -8.78 reif Watt wallet b the mind • 5 & 6 000 pet Windward Parapets • At 22.40 psf Leeward Parapets • AN - 13.89 psf ENGINEERS- NORTHWEST, INC.P.S. 6889 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 06115 For MFRS Carr design load For Wall "Comer design load MWFRF - Okvhoaam "- OflW to the nibs Cyr Wad (up to) 36 R from camera • 330 WI 4— USE Laad 30 ft. from converse 230 ptr 4-- USE negr - DIa&rtasrr waders omnehdkute-to the &am Corner load (up to) 36 R. from comers • 360 pit 4--- USE Non-come los 1 (ttora Oran) 36 R. Fan corners • 240 ptf f---- USE M.•�RS -Rod Ibtla Roof uprdt bs 1 up to 36 It. from exterior wells • -16.6 paf e-- USE Roof apt?! load more then 31 It. from ederbr walk • -10.1 pat r— USE CfiLma'}zaisi hs Wit Darr calf sa.R trcr. Onward) • 104 pa USE War. Darr ( 616 'q.t. trID. (Outward) • -11.1 psf a-- USE Wag Design CMS eglt. Mb. (Outward at Corners) a -11.1 psf a-- USE Wat Design C 16 aq.ft tit. Onward) • 134 pat 4 USE War Design B 1C coq.& trt. (Onboard) • .14.1 pat 4 USE WeC Design 010 aq.l. UE. (Outward at Conway • -174 pal 4--- -- USE Parapet only Oesign at Cornet= 20.1 psi 4— USE Paaapeot only Design NOT at Comers • 20.1 psf 4— USE Roof owarfrang Or Canopy Roof Slope • a.00 KM. Flooeoverhang OrCaopy Area •� 164 ao.t Roof arcrhrrg & eanopdnz uplift (Zone 3) • a64 pmt e - USE Roof ow=nrang & canopies uplift (Zone 2) • -27.2 psf 4---- USE 2 SHEET Y OF 1 /47dQa Nog wind E \ i i' ENGr VIERS NORTHWEST, INC., P.S. STRUCTURAL ENG/NET-RS 6869 W000uwa AVE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 Fax (206) 522 -6698 PROJECT P ?ROJECT 5475367 04-74 C/ i 0 DATE 4-5 SUBJECT /6 7 - • SHEET DF ��jj��,, BY /,:F��!/t/ (c lZ Tom£ atx<a77NG. O,r' 333 �1 I2 ` 1 24 a 04.1 Lz.Ck7 2:1 � 2.1R2.1 2.1x 2.1" Z •41 L , c-cc eo v C-QS.J C1LIC 9 yr ring 1 ) 1) rioat DL - i B14 K . 24 Q p�f= a . uu17 cur = G 4SZa. . adkr a 4 CJ4 2 nrkrc alai tj•070 siae P te . (?)= l 0 ' < . DL # Sao G ;E; rrt ] B44 - +6 • 294p 44120 " 2 ;l, Lib WM if I DT>71 T C old!, Z ? 5 LJ 5 3(2.53) )9'3k_df Sas 12• c02 ;IAf 7 0 v.' 1 2.I / .gig. ss 24_ Z i Env ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869 WODDLAWN AVE. N. E., 4 SEATTLE, WA 98115 (206) 525 -7560 FAx (206) 522-6698 PROJECT 59Iow � Q PROJECT , c J4S ., y DAM j m, DATE / - - O b SUBJECT $, Jwir ,strpQ}f SHEET ( OF BY ant“.. �. rejr cre6 �Wf4.:4, coves -z=s) , tt ' • L. SK Pr U,JG(G.)z . ,34 �.� �� 6•a n�+4st A 0 4 t - WIMhT'Clk L, 1 4,0 , :t4 . LtTI Jj 3,r B` Z96 Slfy 30U�ri A 4 i •i6_G' 0TM e Wig or r ' 1 ., L • siso !9 ;3 K..& -- RSG6 L (9.4 , 1.3 - 3) .Fe ? 013(937 (MN *. a/ 25 Wfo Orm Z z 12 4c - it .- . 04 O c ant. :. 7(1•-t15)C<) . The (t) 0 G, 1, 3'1� c yp e4A e o ¢(1)(9 MY 2 (x)) ...... S .- - Orel, z I .off (I 2.)3)(.69) g g' 6 0.J LaJ1 ✓y, .. a,34" ret y4c .. !if/ KM tr Adze 3af'ar . Zl Olt Csa t'$t j>rFL)' V c ,sJijlir✓� Hot Roiled Steel Code AISC: ASD 9th 001d:Rortnedlteted '' ':::::y;.V:::: .................................... .. .. ............................................ .. ................... NDS Wood Code NDS 91: ASD NOBlertfOrattifel*;::::.;:_ ............ . i ::.--:-E 100F:E Concrete Code AC1 1999 111119111P Company : Engineers Northwest Desimer : Daget M. Lake, PE, SE Job Number : Sant Global Display Sections for Member talcs 5 MariftlernatSeoffons'CrMeniberCalcs tai Yes Include Shear Deformation Incwde W.rpint . : . ... ..................... Ares Load Mesh (in^2) 144 1 2 ........................... P-Delta Analysis Tolerance 0.50% Number of Sheer Regions 4 RegitiwSpiteltictincirelMat ........ ; ........ BIadaI Column Method Perri:teat/it tSetiettR014) ........................................................................... Concrete Stress Block Use • t Rectangular Bad Framing Warnings No UnbeedearceiMterilntis- . ...... Ves ....... .. Gnes' NSW Prams-lies Label 1 gen Conc3eNti 2 04141 . . 3 en Conc3LW W .rifso 'Seethe Sets Label Shz 1 RIGID Ice Joira' t Coalkorteas and TemPeragures Label 1 N1 . . ......... 0 Joa Corafloas Da Canter Type 1 None PCA Load Contour E [kali G [keit Nu 3155 1372 .15 2844 15$4 . ..... ..... ... 2085 906 .15 , .3 0 X frt1 1 .6 .8 1.29 0 0 ..... ............... 4077 Material A fir121 lyv Un41 1 Oen Steef 1 10+6 1 le+8 Therm al E5 F Aix 4, 2038 9:46 AM '? Checked By: izz final J fir•41 le+8 I le+5 Y Z tftl Temp IF1 Detach From Diap.., 0 . . .. ..... .................. ... ..... .. .................................................. 0 0 Joint Label X [Willi Y Z fkfinj X Rotfk-ftfradl Y Rotfk-ft/racl Z Rot.fk-ftiradl ... . . ';:; . .............................. .......... . Reaction Reaction Reaction Reaction 2 1 N1 RISA-SD Version 5.0d [C:1R1SAIA beasa2s3dj Page 1 \ ®t N1 1 da ;~ E /q\ 0 0 fl 1 17.786 0 4 0 19 0 §o\ / 000 1 1 1 - 7.823e -3 —§ / �' � 0 ... fl ,. 1' :•w F F _ i e -2 N2 1 0 1 1.238e -2 d3.. max 1 N1 max 0 1 17.786 t 0 1 0 1 0 1 0 1 1rfk1 } 1! 11.283. J D 1 . d 1:. 0 d3.. max y 17.566 ,Jor'.a. . Company : Engineer: Northwest Designer : Dasief It. Lake, PE, SE Job Number : St136226 Batboy Dada Center akenber Printer Date 1 1 MI F N1 N2 1 Hot Rolled Stet beside Parameters Plates Label I Joint J Joint Apr 4, 2006 0:46 AM (Z Checked By / K Joint Rotate(deg) Section/Shape Design List Type Material Design Rules 1 a beam (Wide Flange Beam 1 A992 ( Typical Label Shape Lergatf... Lbyyfftt Lbafftt tromp top...Loemp bet.. Kyy Kzz Cm-ri Cm-zz Cb sway swa M1 abeam 2 1 T 1 1 30 2 1 Lab* A Jolt B JSt C Jolt D Joirt Thickness__ R Lae S Loc Inact. No Data to Print ... Bask Load Cases BLC Description Category X Gravity Y Gravity Z Gravity 1 dl +mach +snow 414.75snOec 5wind None t Norte -1 8 1 •1<s•` Uavratsar Arse Loads Joint A Joint B Joint C Joint D Direction Distribution Magnftudelksfl No Data to Print ... Pik StLrtace Loads Plate Label No Data to Pnnt ... Load Coaosb* ons Description Solve PD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 11 +mech +.75.. 1` es= Envpe Joint Displacements X finl Y ant le fl Direction Joint Point Distributed Area (Me... Surface ( ... Magnftudefksfl le X Rotation L. le Y Rotation L.. le Z Rotation f... lc Envelope Joist Reactions - X rkt Y fkl RUSH -3D Version 5.Od [C:\RISA1A beam2r3d] to Z fk Ic MX [k-ft l c MY�� Ic _ MZ [k-ft l Ic Page 2 1 Envelope Drift Report Company : Engineers Northwest Designer : Daniel K. Lake, PE, SE Job hitenber : 981369211 Saheb Da Center Envelope Joint Reflects (Cardinale Joint X rki lo 1 5 Totals: max! 0 '1 1 Story Joint X-Driftfln le Ht Joint Y-Drift An) lc Ht DO Joint Z-Drift PK/ k, Ht No Data to Print ... Envekipe kientsar Section Forces Member Sec AaI k IC S o 1 -8.621 . . 0 1 -11.189 -81.464 1 new 17.788 Ellveityge Riavnber Section Stresses 1 7 Envy ASD Steel Co& Checks Errvelape Piste Fates The- ft) Viki lc Z iki uteSiiI 35.371 12 0 11 :224.7 1 :1 1 t 1 1.1 Apr 4, 2006 9:48 AM Checked By: lc MX fk-ftl le MY (k-ft] le MZ f k-ttl lc Membe- Sin Axiairksi le y Shear! to z Sneed... le T 1 3.349 12 i 0 1 0 7 i 1 0 .1 Mtn 0 4 . "2125 . 0 1 0:::: t -61.012 1 1 1 0 1 le y-Botrkeil 10 z-Topfksil lc z-Botfkeil to 1 0 1 .142163::11 0 26.378 2 -16.984 1 0 18084'i ti28. I21.7051t IN 19.743 2 -12.705 0 �o�o� 1 -1247 Are -2107 N41 1 max 0 3 2 5 max 0 0 1 2.106 2 1 19.589 2 -12.833 1 1 0 Member Shape Code C.. Loeffn le Shear C... Loa Dir le Fa SW Ft Net V-Y Fb z-z Cb Cmy Critz ASO Eqn F 1 mi 1 W18X35L199 15.3121 175 1 0 ly 12 124.1691 30 1 37.5 1 33 11 .6 1,85 1 H1-2 Plate Dx RI le ay tkl lc Mx Nit le — Mv fk-ftl — lc May fk-ft) lc Fx rkt lc Fy fkl - lo Fay fkl lo No Data to Print ... - RSA-3D Mercian 5.0 PARISAlit bearn2.4d] Page 3 Company : Engineers Notthwast Designer : Dania; ta, PE, SE Job Nuntar : MUM Salon Data Canter No Data to Print ... Apr 4, 2006 9:44 MI (4 Checked By: Eremite* FkeeSha C.coner Farces Plebs Joint X IV Y fkl c z rki IA: tk-ftl to MY fk-ftl lo MZ fk-ft1 to flirfl RiSA-ZD Wratift 511d [GAMMA boorn2.1301 Page 4 482 IBS Sane t' . 1 SABEY DATA CENTER - GEF CURB DETAIL (TYP) HOLE TTERH TYP. 4 SIDES 1 /4` K IRON WIDE DOWN MGR CURB AFTER PAS. W/ SPIRITT PAINT INSIDE ONLY W/ COLD GALV. LEN& TOP & OIItSTE RARE pgf P' NO SS NO SFVAI ENTIRE CI File: M06- X7(0 35mm Drawing #1 —q- 09 -05 -2006 MAREK GRUSZECKI PO BOX 24567 SEATTLE WA 98124 RE: Permit No. M06-076 3355 S 120 PL TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code'shall expire by' limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period'of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions: of time for additional periods not exceeding 90 days each. Extension requests must be In writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 10/17/2006, your permit will become null and void and any further work on the project will require a new pemtit and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: Permit File No. M06-076 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206-431-3665 ACTIVITY NUMBER: M06 -076 DATE: 06 -12 -06 PROJECT NAME: SABEY /RAINEER SITE ADDRESS: 3355 S 120 PL Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 After Permit Issued DEPARTMENTS: Bui ng vision 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 ROUT NG: Please Route d Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: APPROVALS CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 ►PERMIT COORD COPY �. PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ ❑ Permit Coordinator ❑ DUE DATE: 06-15-06 DATE: DUE DATE: 07 -13 -06 Approved with Conditions ❑ Not Approved (attach comments) ❑ DATE: Planning Division Not Applicable ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: Bui ding Division 3 tOff Public Works Complete Comments: Approved ❑ Notation: Documents/routing slip.doc 2 -28.02 APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: +.PERMIT COORD COPY �•,,g PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M06 -076 DATE: 04 -07 -06 PROJECT NAME: SABEY SITE ADDRESS: 3355 S 120 PL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued Approved with Conditions M6( w fi. 44-04 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ DATE: DATE: Planning Division ❑ Permit Coordinator DUE DATE: 04-11-06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS RO TING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DUE DATE: 05 -09 -06 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Revision Date No. Received Staff Initials I Date Issued I Staf Initials 1 Summary of Revision: s 1 I Received By: Revision No. ( Date Received I Staff Initials I Date Issued I Staff Initials s 1 I 1 Summary of Revision: 'Staff Initials Received By: Revision No. I Date Received 1 1 Staff l Initials 1 Date Issued Received By: • 'Staff Initials Summary of Revision: ad 4 iiti.or ra u ... • 14 ro i. \., Alt s ,1:411 i hPi a&lAt I n Received By: Revision Date No. Received ( Staff Date Initials Issued Staff Initials -... I 1 1 Summary of Revision: Received By: PROJECT NAME: O'i � � 1, II Site Address: 1'2-0 ?I - REVISION LOG Revision I No. 1 Summary of Revision: Date Received I Staff I Initials PEDAL' NO :. — Original Issue Date: Received By: (please print) (please print) (please print) (please print) Date I Staff Issued i initials (please print) Imo '1/4Aw City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 11100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: htta: / /www.cltukwila.wa.us Date: C//.2/„7ao," ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Plan Check/Permit Number: M,O — 0 7/ Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, far, etc. eln/ OP TUKWILA JUN 1 2 2006 PERMIT CENTER Project Name: /`J/lc,e Project Address: Contact Person: 6 A4A/74i= 7' Phone Number: 206/2SS.3�5 Summary of Revision: !� CZo Sat, eft Lc�i TH Va /vie D91' /Pert 4 'v& © Neu) 4 vc -- 5c," \applcanons\forms-applications on Ime\revision submittal Created: II -13 -2004 Revised: 3355 go /20 P1. 7t /w /1 t4 £-o7t Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 7d Entered in Permits Plus on (Xt t til d i " License Information License MCKIN* *372ND Licensee Name MCKINSTRY CO Licensee Type CONSTRUCTION CONTRACTOR UBI 179012657 Ind. Ins. Account Id VICE PRESIDENT Business Type CORPORATION Address 1 5005 3RD AVE S Address 2 PO BOX 24567 City SEATTLE County KING State WA Zip 981240567 Phone 2067623311 Status REREGISTERED Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/20/1963 Expiration Date 1/2/2008 Suspend Date Separation Date Parent Company Previous License MCKINCL942DW Next License Associated License Business Owner Information Name Role Effective Date Expiration Date ALLEN, DEAN C PRESIDENT 01/01/1980 03/16/2006 TEPLICKY,J WILLIAM VICE PRESIDENT 01/01/1980 03/16/2006 MOORE, DOUGLAS VICE PRESIDENT 04 /09/2004 03/16/2006 ALLEN DAVID E VICE PRESIDENT 01/01/1980 04/09 /2004 ALLEN GEORGE L VICE PRESIDENT 01/01/1980 04/09 /2004 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 4 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= MCKIN* *372ND 04/20/2006 REPLACEMENT CENTRIFUGAL TAG 0 ROOF UPBLAST FAN SCHEDULE GEF 1 -1 THROUGH GEF 1 -10 BASIS OF DESIGN MANUF. COOK MODEL 800QMXU SERVICE E FAN TYPE 'CAA MIXED -FLOW UPBLAST BLOWER 670deg - — — 72.000 S.P. 1.3 HP /BHP 25124.8 VOLTAGE/PHASE 480/3/80 SITE BUILT CURB BY G.C. (AS SPEC!IED) _ OVERALL HEIGHT(EXCLUDING CURB) YES 155 OVERALL WIDTH 98 OVERALL LENGTH 142 TOTAL WEIGHT (LESS SITE BUILT CURB) 8340 STARTERS. DISCONNECTS. WIRING EXISTING 110 V. SERVICE OUTLET WITHIN 25' EXISTING SOUND LwA Inlet/Outlet 88190 • A 154-3/8 - BSgr 98 C 4 0 142 E 65-1/2 F 61 G 52 Duct Collar 84-7/8 Unit wt(Ibs)'""" 6340 1 — Qty 1111011113 Flow (CFM) s S D 8 LWA Inlet 89 89 86 El 82 76 69 62 86 Outlet 93 92 89 84 78 71 63 4141_ 90 1 — Qty Catalog Number Flow (CFM) - 1 SP (inwc) Fan RPM Bhp* (HP) 10 6000MXU 72000 1.30 1 495 24 8 HP R PM volts /Ph /Hz Enclosure Mounted 25 1725 480/3/60 ODP -PE Yes ♦ • _ 4141 0 • 1 _41 : • • f r• • .,' 4141. I •. • • • •. •4141. t' • QM Mixed -Flow Upbtast Blower Low Pressure Belt Drive STANDARD CONSTRUCTION FEATURES: High efficiency mixed flow wheel - Continuously • • welded steel housing with Lorenized powder coating - welded aerodynamic straightening vanes - Butterfly dampers and windband - Integral curb cap.- Adjustable motor plate utilizing threaded studs for positive belt tensioning - weather cover - Heavy duty bait or rolle r bearings with copper extended rube lines -Lifting lugs - Drain - Access door - Enclosed belt tunnel. Performance rah(' nduoes 4% drive loss) Altitude (ft): 0 Temperature (F): 70 Motor Information Sound Data 8 Octave Bands de (10 -" Watts Accessories: Preir•,m Efficiency Motor (Mn. i 93.6%) miff IrCL ALUM WHEEL ALUMINUM DAMPER DOOR 41:11♦ •• - -1 • • i • - • 1 a • • • • • a •• •1 • • • • • • __ 41.41. • •••• • • • : •••• -, .• ; •• • •• M •• • 4141... • • • . • r4 • • 41-41.• r- ; • SITE PLAN • • 0 •• • COOK 0. • • • . • • • • 0 • 0 • • • • 4141 I • • • M w • • • • • • ,• • • • • • • • I pa ! Z., • • • • • •• • •. 1 • • • • Fan Curve Legend CFM vs SP CFM vs HP System Curve -- - Point of Operation 0 r• • 1. . 4111 r r, • 1 • • • • •• ..►F1• • • • • I _t - _ •• z- _ - • 9 r• -- • • • • • - - - . i • IINO •• • • • • •• S « .• . • • -I - • • • • . • 0 t: • •• Z_• • • hob, • • _. • • NI, •+ + • • • T •• • •! • • • • t Top View Dimensions (inches) 3.00 4.00 300 SP (in•Ircl 200 1.00 t - R M _Ar- - -- M•e.4•• irw. •001 t .oa.MO.es Fan Curve - • . • - x • _1 • • - ti + • • . 1 t US • • • • • • • t - . • -4.. 4141 • 1 • • • w • • • • • • • • ••• •• .•t' • • • • • • • i• .1 i ._i MARK: EF -1 PROJECT: COFFMAN- ROBERT -2 DATES 12 -15 -2005 . • ••• ••••• f *4.0 • • • • • • • • (4) t ti T '4 • 1f:�i:_ :tir" � �.�� -.i+•. •. 4141 • • Z . Ouct Colter 8 Sqr Side vkW • c•• • { = -• :r —_ 4•••� • 4. • k- • s t -i • I 36000 54 000 72000 90000 FIOw (C FM) ; t 400 32.0 24.0 Power (HP) i6 0 8 0.00 •• • • • • • . • • • • • • • �• • i -• • • _0 It • • • - ..•.• •••-• 1 • 0 • • • • -- 0 - • _• • i • • •• • • • U • r- • r• • `, , • • • S - — OF VOW el if NOOF e ote 1j SEE STRUCTURAL CALCULATIONS FOR DETAILS OF FAN INSTALLATION - .. • LEGAL DESCRIPTION 102304 82 LOT 5 OF TUKMLA 8LA 102 -057 REC 120030327900002 LOCATED IN SE 1/4 OF SEC 9 & 5111 1/4 10 IN 23 -04 • -•4141,• . ti 4S • 1 ; • -^- ► 4 •.- • . �1 4- i i 0 ' (. l " , S No 4 i d� deas, or merertebiity s000m rthi s ; 5 • 3:35 s 120TH PL VICINITY MAP • It i i 1 i r ---- ---! 1 . AREA OF WORK PlEalltEC Fear ..1Nret Plar0 PROJECT: SABEY DATA CENTER 3355 S. 120TH PL TUKWILA, WA 98168 illvaa Carr Arrnit P4o. Aptiza Nan review aPProval subied to ems and soinlia the vlotatic- of code or ordnonce._ftmilit , _City of Unto anazimi MOON RECATRATiOtt lac •1 W.19CA IIG DPP 51(C ROOM SPC -8345 Zst7 4/5/06 AS Wow PARTIAL MECHANICAL ROOF KAN Mel nstry 01 TOW Building , CODE COMPLIANCE 1 SEATTLE 5005 3RD AVENUE PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 5400 NE COLUMBIA 8LVD POR11.AND. OR 97218 503-331-0234 04-07-2006 MECWIRCAL POUT SET SPG-ENGINEERING = U 2E-2 1 1C-A-2 1L1B -A -1 -B 0 • 62L2 E-26 IP1 -D 2L2E -26 01 -C 1 J 2L2E -26 1l .1A ii 4 0 A t i 4 i t 1/ 0 ! _�� / `� 1 1 FILE Permit No. Plan review approval Is subject to errors and omissiorle. Approval of construction documents does not authorize the violation of any accepted code or ordinance. Receipt of approved Field Copy and co litio s Is acknowledged: BY 2L2E -26 L J ‘11-' /1' of 1Ukwi{a DP1- Dal 2L2E -26 10 (NP) L , . .1 A- I ` ' I \ 1 i K `wstlt � , PLeacq:t 1 l4 lo A OP1- (/9 / A! - Th 774 •• '-."--k■":-%) L l 1 2L2E -26 - 1 2L2E -26 1 Al -1, 0 v Gr SOPfi SAaty 40 /74 Crgra er DWN: �. ENG'D: OMA- JOB NO: 99t34,023 FoR (b1c K M/ STf y GORY -6005 -3cd .S S o1(L- � W �i� 1 WA-00,16n ,5 8 1 ! i DATE: 3 1 SHEET: r �J ENGINEERS NORTHWEST, INC. 6869 WOODLAWN AVE. N.E. SEATTLE, WASHINGTON 98115 ' =0 k 1 N OLakW /4321 Tttn w • Cr) 0 4 Z 3i"0 STD. PIPE Mt Co fat ntr6 A3 46-compi&ialvoits MST BEAN ‘SECTION A-I W.P. i 5' ALUMINUM SOUND SCREEN WALL 3'4 STD. _IL &,( Z&)( 3 //6" . w / Z - ' 1 ¢ 173Zsn/ 7 - 1440 801,75 1gsr■ k 1 21?A && LJ r . `i v & t 0 -D elisit,,Yr. 3 " P /I' Et,LsT &J. F. ; TP I S/ Sty DATA crwme r-oR (►1c K 1N Spey Co ' 500.- 3c 4vt , S. se WA001671J J z12 4 F ENGINEERS NORTHWEST, INC. 6869 WOODLAWN AVE. N.E. SEATTLE, WASHINGTON 98115 DWN:Z- ENG'D: dm• JOB NO: 99i14,021 DATE: 3'1-2 -oil SHEET: 2/) i1 -4 t •EICteST. 0E EliT. CJ 1:r Lc�JG Ax Is 0124-ce PTLCM41D ijL. 00u 450 rQaT r sAa ty QATq c it/T7Z DWN: d„,tL ENG'D: 0/his JOB NO: }°Jl36,021 FOR Plc K id ST/2/ COPIAWY -5 3 cd AV E, I 5 e W*QkInlGTO)/ 9812 4. DATE: 5=2,1 -061 SHEET: 3 / 3 ENGINEERS NORTHWEST, INC. 6869 WOODLAWN AVE. N.E. SEATTLE, WASHINGTON 98115 t •EICteST. 0E EliT. CJ 1:r Lc�JG Ax Is 0124-ce PTLCM41D