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Permit M10-139 - MICROSOFT
MICROSOFT 3333 S 120 PL EXPIRED 06 -27 -11 M10 -139 City of/Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: //www.ci.tukwila.wa.us MECHANICAL PERMIT Parcel No.: Address: 1023049079 3333 S 120 PL TUKW Project Name: MICROSOFT Permit Number: M10 -139 Issue Date: 12/02/2010 Permit Expires On: OS/31/2011 Owner: Name: Address: Contact Person: Name: Address: Email: Contractor: Name: Address: Contractor SABEY CORPORATION 12201 TUICWILA INTL BLVD , 4TH FLOOR 98168 ASHLEE BARLISH PO BOX 24567 , SEATTLE WA 98124 ASHLEEB @MCKINSTRY. C O M MCKINSTRY CO LLC PO BOX 24567 , SEATTLE WA 98134 License No: MCKINCL942DW Phone: 206 - 832 -8173 Phone: 206 762 -3311 Expiration Date: 03/16/2012 DESCRIPTION OF WORK: REPLACE (2) EXISTING CRAG UNITS LIKE FOR LIKE AND (2) ROOFTOP CONDENSING UNITS (SPLIT SYSTEM). Value of Mechanical: 159,000.00 Type of Fire Protection: UNKNOWN Permit Center Authorized Signature: Fees Collected: $1,914.31 International Mechanical Code Edition: 2009 Date: I hereby certify that I have read and examined thi ermit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this mechanical permit and agree to the conditions on the back of this permit. Signature: Print Name: Date: 0_ //a 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. doc: IMC -4/10 M10 -139 Printed: 12 -02 -2010 • PERMIT CONDITIONS Permit No. M10-139 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: 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. 9: 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. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 13: 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. 14: ** *FIRE DEPARTMENT CONDITIONS * ** 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 16: H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2051) 17: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air- moving equipment upon detection of smoke in the main return-air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (IMC 606.1, 606.2.1) 18: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) doc: IMC -4/10 M10 -139 Printed: 12 -02 -2010 19: Duct smoke detectors shall be Sble of being reset from a single point near Slarm panel. (City Ordinance #2051) 20: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) 21: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 22: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 23: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 24: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 25: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IMC -4/10 M10 -139 Printed: 12 -02 -2010 CITY OF TUKWII Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us • Mechanical Permit No. Project No. (For office use only) iltla-1,39 MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *please print ** SITE LOCATION Site Address: Tenant Name: M\eko e Property Owners Name: SoJoe.44 ^C o e • Mailing Address: 3%7D LD P1 • S 333 Mo-kin Pk. S King Co Assessor's Tax No.: 101.7701 -I 01019 Suite Number: Floor: 1 New Tenant: ❑ Yes AT.. No I.vv-vk) i\d City .1 -l2 k lots State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: 1"1slopeQ. %4Yk\g , ` Mailing Address: ` C' SOX a IA 5 (1)-A- E-Mail Address: 4 flee. b g 1'YWACI r1S4 Y ti • C U w Day Telephone: (a o (a> v3c2 ' VI 3 wA g151aN 9e,ail IQ_ City Fax Number: (a0 (g ) S(0542) - 1564.4' MECHANICAL CONTRACTOR INFORMATION Company Name: 11/4)\OA/Mk i ll' C0 Mailing Address: PO gv X aLI s (.01- Contact Person: 11 1 1 Sad ; 511 E -Mail Address: 11 9 @ fl1C ns4 I- 9 . GO YY'1 Contractor Registration Number: MC 4-1 NCI,.► 2AD W Seq-1-4 1 City State Zip Day Telephone: (.2.00» (¢ Fax Number: Expiration Date: ARCHITECT OF RECORD -.All plans must be stamped by architect of record Company Name: Mailing Address: � 1A Contact Person: E -Mail Address: City Day Telephone: Fax Number: State Zip ENGINEER OF RECORD - All plans must be stamped by engineer of record Company Name: Mailing Address: Contact Person: Mc.Y.:,,nS-k r Co PO ', X 4S(v`l- Ali Saa1 ilk E -Mail Address: Ali S Q % i'1 GIB i Yl S'} 1' • urn Sea-I4 142. H:Wpplications\Porms- Applications On Line \2010 Applications \7 -2010 - Mechanical Permit Application.doc Revised: 7 -2010 bh City Day Telephone: Fax Number: Wiel 9a iai-1 State Zip (a0W+(OZ. 331) Page 1 of 2 • • � Valuation of project (contractor's bid price): $ t l 79 000.00 Scope of work (please provide detailed information): and N7 .-e (1 ociS- S 0.1,A C, u■ni-k-s \its¢ --scvr -Li4 -- . (2,1 YooS' -ko cov,ct�A ivt Uv�i'tS (spA i# svSg- vtvvt) � g Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement Fuel Type: Electric Gas Other: Indicate type of mechanical work being installed and the quantity below: QSV "ko,QVa o∎n Q■e;■&D) (a. \AbAC) (sri g' e ric-iv AcA)) Unit Type: Qty Unit Type: Qty Unit Type: Qty Bioler /Compressor 0 -3 hp /100,000 btu Qty furnace <100k btu air handling unit >10,000 cfm a' fire damper furnace >100k btu evaporator cooler diffuser ILA 3 -15 hp /500,000 btu floor furnace ventilation fan connected to single duct thermostat 15 -30 hp /1,000,000 btu ended/wall /floor suspended/wall/floor � mounted heater ventilation system y wood/gas stove b0 50 hp /1,750,000 btu appliance vent hood and duct emergency generator 50+ hp/1,750,000 btu repair or addition to heat/refrig /cooling system Incinerator - domestic other mechanical equipment air handling unit <10,000 cfm incinerator -- comm /ind PERMIT APPLICATION' NOTES - Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 international building code (current edition). I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 R OR AUT' n RIZED A NT: Signature: Print Name: F s�' lc !- tiSh Mailing Address: PO ZOX to IDate Application Accepted: ( _ / Day Telephone: Slec4.4 e_ City Date: /v /Or /(O Caocsty$32 -5 i *3 State Zip Date Application Expires: 4 HAApplications\Forms- Applications On Line\2010 Applications \7 -2010 - Mechanical Permit Application.doc Revised: 7 -2010 bh Staff Initials: N iri Page 2 of 2 • • rw City of Tukwila 2 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 Parcel No.: 1023049079 Address: 3333 S 120 PL TUKW Suite No: Applicant: MICROSOFT RECEIPT Permit Number: M10 -139 Status: APPROVED Applied Date: 10/05/2010 Issue Date: Receipt No.: R10 -02422 Initials: User ID: TLS 1670 Payment Amount: $1,492.50 Payment Date: 12/02/2010 03:04 PM Balance: $0.00 Payee: MCKINSTRY CO SERVICE ACCOUNT TRANSACTION LIST: Type Method Descriptio Amount Payment Check 11191 1,492.50 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.00 1,492.50 Total: $1,492.50 doc: Receipt -06 Printed: 12 -02 -2010 • • 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 Parcel No.: 1023049079 Address: 3333 S 120 PL TUKW Suite No: Applicant: MICROSOFT RECEIPT Permit Number: M10 -139 Status: PENDING Applied Date: 10/05/2010 Issue Date: Receipt No.: R10 -01982 Initials: User ID: Payee: WER 1655 Payment Amount: $38.95 Payment Date: 10/05/2010 09:35 AM Balance: $1,492.50 MCKINSTRY CO TRANSACTION LIST: Type Method Descriptio Amount Payment Check 11118 38.95 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.00 38.95 Total: $38.95 doc: Receipt -06 Printed: 10 -05 -2010 • • � of Tukwila De artment o Communit Develo ment 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 :Phone:206- 431 -3670 90a Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Parcel No.: 1023049079 Permit Number: M10 -139 Address: 3333 S 120 PL TUKW Status: PENDING Suite No: Applied Date: 10/05/2010 Applicant: MICROSOFT Issue Date: Receipt No.: R10 -01981 Payment Amount: $382.86 Initials: WER Payment Date: 10/05/2010 09:34 AM User ID: 1655 Balance: $1,531.45 Payee: MCKINSTRY CO TRANSACTION LIST: Type Method Descriptio Amount Payment Check 11118 382.86 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 382.86 Total: $382.86 doc: Receiot -06 Printed: 10 -05 -2010 INSPECTION RECORD .Gr Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWI•LA BUILDING DIVISION (206) 431 -3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 42— Project: • Type of Inspection: 1 , Address: SZ33 s J2€i P Date Called: Special Instructions: P Date Wanted: /2 -2c!' /0 p.m. Requester: Phone No: G —,31e4 :5'4/8___/ Approved per applicable codes. 0-Corrections required prior to approval. COMMENTS: �-i Date: /2. -- "--491D t r CI PECTION FEE REQUI =D. Prio to next inspection. fee must be (fd at 6300 Southcenter Blvd . Suite 00.'Call to schedule reinspection. • -• •• , . . . ' INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION .1.9e"' 6300 Southcenter Blvd., #1.00, Tukwila. WA 98188 (206) 431-3670' Permit Inspection Request Lin p (206) 431-2451 Project: • • Typ,kof Ins Ow): Address. .3 ----- i gils-r- Oepoak v t 1140.--64L— DatAlljto .ry C.-t--- Special Instructions: 64 S-co go — 0 11 • 4g = 40A .,..04 l ie Alle 41. Date Wanted: Requester: 6 e" /17— onN Phe o: -,,-, i . _ b. -61 to -51e( Approved per applicable codes. EJCorrections required prior to approval. D COMMENTS: ? pi wiLii-r `c24,411---`0,-) AFP/094 R a rite ,..4 140 — ----- i gils-r- Oepoak -----N. , , s"-....s. F SPECTION FEE REQ IRED71:?ior to next inSpection, fee must be a • at 6300.So:uthOenter lvd.. Suite 100. catt to schedule reingpettion. •-• . IDate: I - / ABKJ, ANDERSEN • BJORNSTAD • KANE • JACOBS FILE COPY Permit No., N ((6 " 13 Consulting Civil and Structural Engineers STRUCTURAL ENGINEERING CALCULATIONS 800 Fifth Avenue, Suite 2500 Seattle,Washington 98104 I Tel: 206.340.2255 i Fax: 206.340.2266 f www.abkj.com September 23, 2010 ABKJ Project Number 10173.00 TUK3 Condenser Unit & UPS Battery DX Unit Replacement 3333 120th PL S Tukwila, WA 98168 Submitted to: McKinstry Attn: Ashlee Barlish 5005 3rd Ave S Seattle, WA, 98134 206 - 832 -8173 13 Volume 1 of 1 REVIEWED FOR ' CODE COMPLIANCE APPROVED NUd 19 2010 City of Tukwila BUILDING DIVISION RECEIVED OCT 05 2010 PERMIT CENTER ABCS ANDERSEN • RIORNSIAD • XANE • lACOES Consulting Civil and Structural Engineers .7 1 fcrg t4C esa 2i;is 800 Fifth Avenue, Suite 2500 Seattle,Washington 98104 PROJECT -1-A,V.3 P-494.4 Toe KAN445 SUBJECI Tel: 206340.2255 I Fax: 206.340.2266 1 www.ablq.com JOB # 10 03 DATE BY SHEETt 1. w 14.0 L A M 4 IV? z. 4.0 Ay 4 8c J.. tx,yet—t-, 3- L'( (,) Ipee .S E70 /)C - . 14 1 '4-- 344 1 6 P14 _ Li • VVi fy II diw4A^StttrIS • jiket/lot VA- bkppD/4" Fre ABKJ ANDERSEN • RJORNS1AD• KANE • JAC0R5 Consulting Civil and Structural Engineers 800 Fifth Avenue. Suite 2500 Seattle. Washington 98104 PP.OI CT SUMO i r'l I Tel: 206.340.2255 I Fax: 206.340.2266 I www.abki.com 10 I% / a SHFE i t, (lr) 1,IIDx1 Ne.4.' v.ruvor t.Li1- a, !Cali 16 31-0" V 01-l•ni ( :)P pc. x,54- be lot,.; 4P • W b«,-. --v be- A-STM. Arget 21 = 5p lsjj;-- Mc rl✓ I r\tvtry Vav:igi4 G. e,1 e. (i b tit ,►sar k.1" 1 -I-k Ltl bee. ,""N !e- .3e. �) 1(/— 1,%4 IcS I'�� 5 h LJf 141. ec e'.� 1, *C,1 cs (I Uhl 5 wpppc w�' C 77yxx 6 T �G!dr� �C•� LLh�i ABKJ� ANDERSEN • RJURNS1Ac • Y.ANE •JACOa Consulting Civil and Structural Engineers 800 Fifth Avenue, Suite 2500 Seatde, Washington 98104 PRO F wt 3 (#J13 Vl•w� i Sua Cl Tek 206.340.2255 Fax: 206.340.2266 www.abkj.com ,OBJ{ /0 /73 tAiE 3// n BY P y %1) 3/14 1, A32.5-0 A do CAM 4-o (E) gM SHEET# Lope T=t CTa �bs rfg ABKJi ANDERSEN • BJORNSIAD • KANE • JACOBS Consulting Civil and Structural Engineers 800 Fifth Avenue, Suite 2500 Seattle. Washington 48104 PROJECT Tel: 206.340.2255 1 Fax: 206.340.2266 1 www.abkj.com 10B ft DATE SUBJECT BY S iEETA. /// 4{ y J X i f-o (P)Wto t3 AA 17 (L. /tx2xoit — �S v / Vi L V tir 1 \,Itor 1i -I-0 L tox Ades 'to &A' 0-'5%6 ?../- 6 x,01-6' crk o J 5 1 '^, 4-0 lc : i I / j ABKJII ANDERSEN • BIORNSIAD • X.Alif • JACOBS Consulting Civil and Structural Engineers 800 Fifth Avenue. SIAM 2500 Seattle, Washington 98104 PROJECT SUBJECT TL,k 3 12.0-Vropc, 14445 Tel: 206.340.2255 Fax: 206.340.2266 1 www.abiki.com 108# /0173 PTK DATE liz_t // o sHrt T F: E!Is -1.dt,ce,-A-s.x. -kJ 'I pro( r S e 1,1 IA -4 I 0 I t;- 4. e41‘.C.t, ABC!!! ANDERSF.N • ,C)E41•ISTAI". • JACOBS Consulting Civil and Structural Engineers BOO Fifth Avenue, Suite 2500 Seattle.Washington 98 04 SUBJECT en et t Tel: 206.340.225S 1 Fax 206.340.2266 www.abkj.com SHEET# . • 1 I :7 • ) ) •• - ---1. -m -, . i , 1 .„...;....„,.„4:, t• ........ V....•`.• •••• 2o 1 1.) L- I t Li t r1-• 6!) ( t „ r- L-- - -/-.0" ( 6 , = — 1010 iL 21' ye itofJ \010 ' I 1 4— • • t- 17". its k 1 - ' 11n!: lle?!*,:: : I ! 3 i 1 I WiDy3 :, • "?..# /t \-1 71- 3/(? .1 ,1 '21.2 te. 1.4 TL o-ett.„ c"L) ----"--- M I- 4 Beam Design Lic:# .;KW= 06000114. Description : (E) Frame Beam -Case 1 Material Properties Analysis Method : Allowable Stress Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending Load Combination 2006 IBC & ASCE 7 -05 80118 f t 1 Files el cuments and Settinpsipetex10esklapttux3.ee6 ENERCALC, INC. 1983-2009, Ver: 6.5.00 JORNSTAD- KANE- JACOBS INC e: Owner ,: ABKJ- ANDERSEN Applied Loads DTI) Calculations per IBC 2006, CBC 2007, 13th AISC Ey : Steel Yield : 36.0 ksi E: Modulus: 29,000.0 ksi Q{Q35) b(f j02) Span = "26.0ft wl0x33 Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load : D = 0.1180 kfft, Extent = 1.0 -» 8.0 ft, Tributary Width = 1.0 ft, ((E) AHU) Point Load : D = 0.140 k (x711.330 ft, (New Condensor) Point Load : D = 0.350 k 6 19.670 ft, (New Condensor) Point Load D = 0,020 k an, 23.670 ft, (New Condensor) DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Mu : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.130: 1 W10X33 6.723 k -ft 51.824 k -ft +D 11.310ft Span # 1 Maximum Shear Stress Ratio = Section used for this span Vu : Applied Vn /Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.000 in Ratio = 0.000 in Ratio = 0.169 in Ratio = 0.000 in Ratio = Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Mmax + Overall MAXImum Envelope Dsgn. L = 26.00 ft 1 0.130 40 0.031 Dsgn. L = 26.00 ft 1 0.130 0.031 +D+L+H Dsgn. L = 26.00 ft 1 0.130 0.031 +D+Lr+H Dsgn. L = 26.00 ft 1 0.130 0.031 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. " -," Dell D Only 1 Vertical Reactions - Unfactored Load Combination Support 1 Overall MAXimum 1,279 D Only 1.279 0 <360 0 <360 1841 0 <180 'Des' i�rl OK-. , . .. 0.031 : W10X33 1,279 k 40.632 k +0 0.000 ft Span # 1 Summary of Moment Values _ - Summary of Shear Values Mmax - Ma - Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega 6,72 6.72 86.55 51.82 1.11 1.00 6.72 6.72 86.55 51.82 1.11 1.00 6.72 6.72 86.55 51.82 1.11 1,00 6.72 6.72 86.55 51.82 1.11 1.00 Location in Span Load Combination 0.1694 12.740 Support 2 0.917 0.917 Support notation : Far left is #1 1.28 1.28 1.28 1.28 60.95 60.95 60.95 60.95 40.63 40.63 40.63 40.63 • Max. Deft Location in Span 0.0000 0.000 Values in KIPS ABKJII ANDERSEN • BiORNSiAD • KANE • JACOtiS Consulting Civil and Structural Engineers BOO Fifth Avenue. Suite 2500 Seattle.Washington 98104 PROJECT To% R.,,4 Top SUBJECT Tel: 206.340.2255 j°B# O173, Fax: 206.340.2266 www.abkj.com DATE g/2-3/to BY p SHIFT* I 0 4....:Ye• 610 C. v, afo Ber—", M (1'0(36) (- d *Y4 r2.. 6, 01 I 0 I 0 , e). r 7k d) k Steel Beam Design Description : (E) Frame Beam -Case 2 Material Properties Analysis Method : Allowable Stress Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending Load Combination 2006 IBC & ASCE 7 -05 D614) 0011) D(ti11) D(JO4)... Applied Loads Beam self weight calculated Load(s) for Span Number 1 Point Load : D = 0.040 Point Load : D = 0.110 Point Load : D = 0.110 Point Load : D = 0.040 Point Load : D = 0.020 Point Load : D = 0,350 Load(s) for Span Number 2 Point Load : D = 0.140 and added to loads File: c:laocuments and SettingslpetektDesktopltuk3.ec6 ENERCALC, INC. 1983-2009, Ver: 6.1.00 JORNSTAO -KANE JACOBS INC '4•11 nse Owner, ABKJPANDERSEN -. Calculations per IBC 2006, CBC 2007, 13th AISC Fy : Steel Yield : 36.0 ksi E: Modulus : 29,000.0 ksi 0(OD2) .. D(15) Span = 26.0 ft W10X33 0(0114) Span = 3.0 fl W10X33 Service loads entered. Load Factors will be applied for calculations. k (a? 1.0 ft, ((E) Condensor) k na, 3.670 ft, ((E) Condensor) k (a. 6.330 ft, ((E) Condensor) k (a. 9.0 ft, ((E) Condensor) k (x,16.670 ft, (New Condensor) k (a, 20.667 ft, (New Condensor) k (a. 3,0 ft, (New Condensor) DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Mu : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.083: 1 W10X33 4.285 k -ft 51.449 k -ft +0 13.000ft Span # 1 Maximum Shear Stress Ratio = Section used for this span Vu : Applied Vn /Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.000 in Ratio = 0.000 in Ratio = 0.110 in Ratio = -0.039 in Ratio = Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # 0 <360 0 <360 2836 1848 M V Mmax + Summary of Moment Values Mmax - Ma - Max Mnx Mnx/Omega Gb Rm Va Max Vnx Vnx/Omega sDesi: nsOK4 ..' 0.020 1 W10X33 0.8003 k 40.632 k +D 26.000 ft Span # 1 Summary of Shear Values Overall MAXimum Envelope Dsgn. L = 26.00 ft 1 0.083 0.020 Dsgn. L = 3.00 ft 2 0.008 0.006 +0 Dsgn. L= 26.00 ft Dsgn. L = 3.00 ft +D+L++i Dsgn. L = 26.00 ft Dsgn. L = 3.00 ft +O+Lr+H Dsgn. L = 26.00 ft 1 0.083 0,020 Dsgn. L = 3.00 ft 2 0.008 0,006 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. ' ' Defl 2 0.083 0.008 0.020 0.006 1 0.083 0.020 2 0.008 0.006 4.29 -0.57 -0.57 4.29 -0.57 -0.57 4.29 -0.57 -0.57 4.29 -0.57 -0.57 4.29 85.92 51.45 1.10 1.00 0.80 60.95 40.63 0.57 116.40 69.70 1.00 1.00 0.24 60.95 40.63 4.29 85.92 51.45 1.10 1.00 0.80 60.95 40.63 0.57 116.40 69.70 1.00 1.00 0.24 60.95 40.63 4.29 85.92 51.45 1.10 1.00 0.80 60.95 40.63 0.57 116.40 69.70 1.00 1.00 0.24 60.95 40.63 429 85.92 51.45 '1.10 1.00 0.80 60.95 40.63 0.57 116.40 69.70 '1.00 1.00 0.24 60.95 40.63 Location in Span Load Combination Max. Defl Location in Span D Only 1 0.1100 13.000 2 0.0000 13.000 D Only 0.0000 0.000 -0.0389 3.000 Steel Beam Design LiC ?# :' KVV- 06000114 Description : (E) Frame Beam -Case 2 Vertical Reactions - Unfactored FOe. c:Ubcummis and SettingstgetekkDesktop'duk3.ec6 ENERCALC, INC.1983-2009, Ver 6.1.00 ., License Owner :_ °ABKJ ANDERSEiN= B3ORNSTAO= KANE4AGOBS INC, Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum 0.729 1.039 D Only 0.729 1.039 ABKJI ANDERSEN • BlORNSTAD • KANE • JACOBS Consulting Civil and Structural Engineers 800 Fifth Avenue. Suite 2500 Seattle, Washington 98104 PROTECT +^ Ic 3 TO cif ti l i s SUBJECT Tel: 206.340.2255 ,OE ., ! 173 ay p Fax: 21)6.340.2266 I www.abkj.com DATE 672_3/10 SNEEtII !„ .H sh AL.. Lo , i`t'M •1c e 1' �f• I5 e- 1 . C- ,\e ,k 1 : 6-1 k tc. DMS tr.o r. o �— V`9 4. L1 1 � 50-1wS a >T Put , {ec.1 -l. s Wood Beam Design 1:16'41-.11; 06000114A 'A kW*, Description : Existing Glu -Lam girder - simple span Material Properties flit' File c:tDocuments and Setbn9SWetektDeskt0pitok3.ee6 ENERCALC. INC. 1983-2009. Ver. 6.1.00 LlcenseOwner:: ABKJ ANDEt2SEN= BJORNsTAD=itANE=JACQBS INC: Calculations per IBC 2006, CBC 2007, 2005 NDS Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7 -05 Wood Species : DF /DF Wood Grade : 24F - V4 Fb - Tension Fb - Compr Fc - PrIl Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral- torsion buckling 010.208 Lr {0.39) _ Applied Loads Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load : D = 0.0080, Lr = 0.0150 ksf, Tributary Width = 26.0 ft, (Existing Roof Load) 2,400.0 psi 1,850.0 psi 1,650.0 psi 650.0 psi 265.0 psi 1,100.0 psi E : Modulus of Elasticity Ebend- xx 1,800.0ksi Eminbend - xx 930.0ksi Ebend- yy 1,600.0ksi Eminbend - yy 830.0ksi Density 32.210pcf 1 8,75x28.5 Span = 45.0 ft Service loads entered. Load Factors will be applied for calculations. DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span = Span # where maximum occurs Maximum Deflection Max Downward L +Lr+S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.867. 1 8.75x28.5 1,676.49 psi 1,933.37 psi +D+Lr +H 22.500ft Span # 1 1.194 in 0.000 in 2.001 in 0.000 in Maximum Forces & Stresses for Load Combinations Max Stress Ratios Load Combination Segment Length +D Length = 45.0 ft +D+L+H Length = 45.0 ft +D+Lr+H Length = 45.0 ft +D+0.750Lr+0.750L+H Length = 45.0 ft Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = Ratio = Ratio = Ratio = 452 0 <240 269 0 <180 0.301: 1 8.75x28.5 79.63 psi _ 265.00 psi +D +Lr+H = 0.000 ft Span # 1 Span # M 1 0,350 1 0.350 1 0.867 1 0.738 Overall Maximum Deflections - Unfactored Loads V 0.121 0.121 0.301 0.256 Summary of Moment Values C d Mactual fb- design Fballow Summary of Shear Values Vactual fv- design Fv -allow 1.000 66.77 676.41 1,933.37 5.34 32.13 265.00 1.000 66.77 676.41 1,933.37 5.34 32.13 265.00 1.000 165.49 1,676.49 1,933.37 13.24 79.63 265.00 1.000 140.81 1,426.47 1,933.37 11.26 67.76 265.00 Load Combination Span Max. " " Defl Location in Span Load Combination Max. ' +' Defl Location in Span D+L+Lr 1 2.0012 22.725 0.0000 0.000 Wood Beam Design Lich# . {:KW= 06000114;y4;' 44,,t . fis " 13 *i 4 License Owner ABKJ- ANDERSEN- c:.D cumenta and SeIungs1detskl0esktap`auk3.ec6 ENERCALC, INC. 1983-2009, Ver. 6.1.00 JORNSTAD4CANE- JACOBS $NC: Description : Existing Gtu -Lam girder- simple span Vertical Reactions - Unfac_ toyed Load Combination Support 1 Overall MAXimum D Only Lr Oniy D+L +Lr 14.710 5.935 8.775 14.710 Support notation : Far left is #1 Values in KIPS Support 2 14.710 5.935 8.775 14.710 Wood Beam Design LiC; #x KW= 06000114 411v -2� Description : Existing Glu -Lam girder wI cantilevers Material Properties File: c:iDocuments and Sellings\petek\Desktopltuk3.ec6 ENERCALC. INC. 1983 -2009, Ver. 6.1.00 L°icenseOwnen: ABKJ ANDERSENif3JQRNSTAD KANE=JACOBS,;INC: Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7 -05• Wood Species Wood Grade : DF /DF : 24F - V4 Calculations per IBC 2006, CBC 2007, 2005 NDS Fb - Tension Fb - Compr Fc - Prll Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral- torsion buckling D (5.99J (9.36) 0(0.26) Lr(0.39) D(0.20)TLr10 361 Span = .5u ft a Applied Loads Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load : D = 0.010, Lr = 0.0150 ksf, Tributary Width = 26.0 ft, Point Load : D = 5.990, Lr = 9.360 k aa. 0.0 ft, (Suspended Beam) Load for Span Number 2 Uniform Load : D = 0.010, Lr = 0.0150 ksf, Tributary Width = 26.0 ft, Load for Span Number 3 Uniform Load : D = 0.010, Lr = 0.0150 ksf, Tributary Width = 26.0 ft, Point Load : D = 5.980, Lr = 9.360 k (D, 7.50 ft, (Suspended Beam) DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection Span = 60.0 ft 2,400.0 psi 1,850.0 psi 1,650.0 psi 650.0 psi 265.0 psi 1,100.0 psi E : Modulus of Elasticity Ebend - xx 1,800.0 ksi Eminbend xx 930.0ksi Ebend- yy 1,600.0ksi Eminbend - yy 830.0ksi Density 32.210pcf 0(5 08) U(9.56) 0(0.26( Lr(n 3n) 1 8.75x54 Span = 7.60 (t Service Toads entered. Load Factors wit be applied for calculations. (Existing Roof Load (Existing Roof Loads) (Existing Roof Loads) 0.858 1 6.75x34.5 1,622.57 psi 1,891.44psi +D+Lr+H 30.380ft Span # 2 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 1.234 in Ratio = -0.275 in Ratio = 2.439 in Ratio = -0.609 in Ratio = Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios 583 654 295 294 Desi n OK 0.473 : 1 6.75x34.5 125.37 psi 265.00 psi +D +Lr+H 7.500 ft Span #1 Segment Length Span # M V C d +D Length = 7.50 ft 1 0.268 0.210 1.000 -53,70 481.27 1,794.99 Length = 60.0 ft 2 0.411 0.210 1.000 86.75 777.46 1,891.44 Length = 7.50 ft 3 0.268 0.210 1.000 -53,63 480.59 1,794.99 +D+L+ii Length = 7.50 ft 1 0.268 0.210 1.000 -53.70 481.27 1,794.99 Length = 60.0 ft 2 0.411 0.210 1.000 86.75 777.46 1,891.44 Length = 7.50 ft 3 0.268 0.210 1.000 -53.63 480.59 1,794.99 Summary of Moment Values Summary of Shear Values Mactual fb- design Fb -allow Vactual Iv- design Fv -allow 8.65 8.65 7.43 8.65 8.65 7.43 55.73 265.00 55.73 265.00 55.73 265.00 55.73 265.00 55.73 265.00 55.73 265.00 Wood Beam Design Lle # KW- 06000:1,14 atgir,WN ,i " Existing Glu -Lam girder wl cantilevers Description : Max Stress Ratios Summary of Moment Values Summary of Shear Values Load Combination Fv -allow n Segment Length Spann M V C d Mactual lb-design Fb -allow Vactual fv -desi g +D+Lr+}i Length = 7.50 ft 1 0.673 0.473 1.000 - 134.87 1,208.68 1794.99 19.46 125.37 265.00 Length = 60.0 ft 2 0.858 0.473 1.000 181.06 1522.57 1,891.44 19.46 125.37 265.00 Length = 7.50 ft 3 0.673 0.473 1.000 - 134.80 1,208.00 1794.99 18.61 125.37 265.00 +D+0.750Lr+0.750L+}t Length = 7.50 ft 1 0.572 0.407 1.000 - 114.58 1,026.82 1794.99 16.76 107.96 Length = 60.0 ft 2 0.746 0,407 1.000 157.48 1,411.29 1591.44 16.76 107.96 265.00 Length = 7.50 ft 3 0.572 0.407 1.000 - 114.50 1,026.15 1,794.99 15.81 107.96 265.00 Overall Maximum Deflections - Unfactored Loads Max.' +" Defl Location in span Load Combination Span Max. ' ' Defl Location in Span Load Combination 1 0.0000 0.000 D+L+Lr -0.6065 0.000 D+L+Lr .2 2.4388 30.380 0.0000 0.000 3 0.0000 30.380 D+L+Lr -0.6086 7.500 Support notation : Far left is #1 Values in KIPS Fits c:1D cuments and Settingslpetek\DesktoOluk3.ec6 ENERCALC. INC. 1983-2009. Ver. 6.1.00 JORNSTAD- KANE- JACOBS :INC :' , &,r tLicense Owner`. ABKJ= 'ANDERSEN- Vertical Reactions - Unfactored Load Combination Support 1 Support 2 Support 3 Support 4 Overall MAXimum 41.680 41.667 D Only 17.695 17.682 Lr Only 23.985 23.985 D+L+Lr 41.680 41.667 Wood Beam Design Llc # ,.KW= 06000114 Description : Existing Glu -Lam girder wl Mech Units Material Properties Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7 -05 Wood Species Wood Grade DF /DF : 24F - V4 i File: c:10ocuments and SettingslpeteldDesktop1tuk3.ec6 ENERCALC, INC 1983.2009, Ver. 6.1.00 License :Owneit ABKJ: ANDERSEN= SJORNSTAQ= KANE= JACOBS;1WC:I? Fb - Tension Fb - Compr Fc - Prll Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral- torsion buckling 0(5.901 Ragt? Ps) DM NOI.r10 J Calculations per IBC 2006, CBC 2007, 2005 NDS 2,400.0 psi E : Modulus of Elasticity 1,850.0 psi Ebend- xx 1,800.0ksi 1,650.0 psi Eminbend - xx 930.0ksi 650.0 psi Ebend- yy 1,600.0 ksi 265.0 psi Eminbend - yy 830.0 ksi 1,100.0 psi Density 32.210pcf SpSP-x3t.63 ft Applied Loads Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load : D = 0.010, Lr = 0.0150 ksf, Tributary Width = 26.0 ft, Point Load : D = 5.990, Lr = 9.360 k (a, 0,0 ft, (Suspended Beam) Point Load : D = 0.4050 k (a 4.170 ft, (610# & 1010# Unit S) Point Load : D = 0.4050 k (a, 7.50 ft, (610# & 1010# Unit S) Load for Span Number 2 Uniform Load : D = 0.010, Lr = 0.0150 ksf, Tributary Width = 26.0 ft, Point Load : D = 0.4050 k Ca. 56.670 ft, (610# & 1010# Unit S) Point Load : D = 0.4050 k 60.0 ft, (610# & 1010# Unit S) Load for Span Number 3 Uniform Load : D = 0.010, Lr = 0.0150 ksf, Tributary Width = 26.0 ft, Point Load : D = 5.980, Lr = 9.360 k 7.50 ft, (Suspended Beam) spErPlibil ft DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection 00 ric1 1,2.61L4gs R) T Spit? ..?c5.1) ft 09.361 Service loads entered. Load Factors will be applied for calculations. (Existing Roof Load) (Existing Roof Loads) (Existing Roof Loads) = 0.858 1 6.75x34.5 1,622.73 psi 1,891.44psi +D+Lr +H _ 30.380ft Span # 2 1.234 in -0.275 in 2.439 in -0.612 in Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V 40 Length = 7.50 ft Length = 60.0 ft Length = 7.50 ft 1 0.275 2 0.411 3 0.268 Maximum.Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = Ratio = Ratio = Ratio = 583 654 295 294 -4 „Desi • rr0 0.531 : 1 6.75x34.5 140.59 psi 265.00 psi +D+Lr+H 60.000 ft Span #2 Cd Summary of Moment Values Mactual fb- design Fb -allow Summary of Shear Values Vactual fv -design Fv-allow 0,222 0,246 0.246 1.000 1.000 1.000 -55.05 86.77 -53.63 493.35 777.61 480.59 1,794.99 1,891.44 1,794.99 9.14 10.13 7.43 58.88 65.23 65.23 265.00 265.00 265.00 Wood Beam Design KW= 06000114 Description : File: c iCoralments and Se6ingsVeteltVesktap1tuk3.ec6 ENERCALC INC 1983-2009, Ver. 6.1.00 *my- ;et , iDicense Owride: A131W- ANDERSEN Existing Glu -Lam girder w/ Mach Units Load Combination Segment Length Span # Max Stress Ratios Summary of Moment Values M V C d Mactual fb- design Fb -allow JORNSTAD =KANE JAGOBS;' ",INC: Summary of Shear Values Vactual fv- design Fv -allow +D+L +H Length = 7.50 ft 1 0.275 Length = 60.0 ft 2 0.411 Length = 7.50 ft 3 0.268 +O+Lr+11 Length = 7.50 It 1 0.680 0.521 Length = 60.0 ft 2 0.858 0.531 Length = 7.50 ft 3 0.673 0.531 +D+0.750Lr+0.750L+H Length = 7.50 ft 1 0.579 0.446 Length = 60.0 ft 2 0.746 0.459 Length = 7.50 ft 3 0.572 0.459 Overall Maximum Deflections • Unfactored Loads 0.222 0.246 0.246 1.000 1.000 1.000 1.000 1.000 1.000 1,000 1.000 1.000 -55.05 86.77 -53,63 - 136.22 181.07 - 134.80 .115.93 157.50 - 114.50 493.35 777.61 480.59 1,220.76 1,622.73 1,208.00 1,038.91 1,411.45 1,026.15 1,794.99 1,891.44 1,794.99 1,794.99 1,891.44 1,794.99 1,794.99 1,891.44 1,794.99 9.14 58.88 265.00 10.13 65.23 265.00 7.43 65.23 265.00 21.43 138.01 265.00 21.83 140.59 265.00 18.61 140.59 265.00 18.35 118.22 265.00 18.90 121.75 265.00 15.81 121.75 265.00 Load Combination Span Max. ' ' Defl Location in Span Load Combination Max. '+" Deft Location in Span D+L+Lr. 1 2 3 Vertical Reactions - Unfactored Load Combination Support 1 Overall MAXimum D Only Lr Only D+L+Lr 0.0000 2.4385 0.0000 0.000 30.380 30.380 Support 2 Support 3 D+L+Lr D+L+Lr Support notation : Far left is #1 Support4 -0.6016 0.000 0.0000 0.000 -0.6122 7.500 Values in KIPS 42335 42.432 18.550 18.447 23.985 23.985 42.535 42.432 Project Name = Tuk3 Date = Thu Sep 23 13:04:54 PDT 2010 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 98168 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Data are based on a 0.05000000074505806 deg grid spacing Period Centroid Sa (sec) (g) 0.2 1.501 (Ss) 1.0 0.518 (S1) Period Maximum Sa (sec) (g) 0.2 1.530 (Ss) 1.0 0.528 (S1) Period Minimum Sa (sec) (g) 0.2 1.425 (Ss) 1.0 0.488 (S1) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 98168 Spectral Response Accelerations SMs and SM1 SMs =Fax Ss and SM1 =FvxS1 Site Class D Period Centroid Sa (sec) (g) 0.2 1.501 (SMs, Fa = 1.000) 1.0 0.777 (SM1, Fv = 1.500) Period Maximum Sa (sec) (g) 0.2 1.530 (SMs, Fa = 1.000) 1.0 0.791 (SM1, Fv = 1.500) Period Minimum Sa (sec) (g) 0.2 1.425 (SMs, Fa = 1.000) 1.0 0.737 (SM1, Fv = 1.512) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 98168 Spectral Response Accelerations SDs and SD1 SDs = 2 /3xSMs and SD1 = 2 /3xSM1 Site Class D Period Centroid Sa (sec) (g) 0.2 1.001 (SDs) 1.0 0.518 (SD1) Period Maximum Sa (sec) (g) 0.2 1.020 (SDs) 1.0 0.528 (SD1) Period Minimum Sa (sec) (g) 0.2 0.950 (SDs) 1.0 0.492 (SD1) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 98168 MCE Response Spectrum for Site Class B Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa= 1.0,Fv= 1.0 Period Sa Sd (sec) (g) (inches) 0.000 0.600 0.000 0.069 1.501 0.070 0.200 1.501 0.587 0.345 1.501 1.747 0.400 1.295 2.025 0.500 1.036 2.531 0.700 0.800 0.900 1.000 1.100 1.200 1.300 1.400 1.500 1.600 1.700 1.800 1.900 2.000 0.740 0.648 0.576 0.518 0.471 0.432 0.399 0.370 0.345 0.324 0.305 0.288 0.273 0.259 3.543 4.049 4.555 5.061 5.568 6.074 6.580 7.086 7.592 8.098 8.604 9.111 9.617 10.123 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 98168 Site Modified Response Spectrum for Site Class D SMs = FaSs and SM1 = FvS1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa Sd (sec) (g) (inches) 0.000 0.600 0.000 0.104 1.501 0.157 0.200 1.501 0.587 0.518 1.501 3.931 0.600 1.295 4.555 0.700 1.110 5.315 0.800 0.971 6.074 0.900 0.863 6.833 1.000 0.777 7.592 1.100 0.706 8.351 1.200 0.648 9.111 1.300 0.598 9.870 1.400 0.555 10.629 1.500 0.518 11.388 1.600 0.486 12.148 1.700 0.457 12.907 1.800 0.432 13.666 1.900 0.409 14.425 2.000 0.389 15.184 ABKJ ANDERSEN • NJORNSIAO • K. ANc • MCQBS Consulting Civil and Structural Engineers 800 Fifth Avenue. Suite 2500 Seattle.Washington 98104 Sul;lres r tl Tel: 206.340.2255 10i4. r: I 0 I � y' 7 '3 Fax: 206.340.2266 I www.abkj.com DATF ! 4 .5h 0 at-I.ET: Nor V f i i Re. te•/ S as l r! 1 .J f s fr. I.25 Cc i��Y a /z. ?< O 1 5 / -- G © — c z -7 -0 1,L( ,(o!( )N2_1).7- 6aW' I -- c.o4rols Le +_7S I -7I I1 --4-? o v \ .0 6 V 0,- b .{v it,N3 9" ABKJ AND:16EN • BiORNSIAD • KANE • JACO5S Consulting Civil and Structural Engineers 800 Fifth Avenue, Suite 2500 Seattle,Washington 98 104 PRCEJECI- 7.01 k 3 ROO TOP t1144"150 AiBJECT Tel: 206.340.2255 Fax: 206.340.2266 www.abk.i.com joa# 10173 DATE 91/23//0 fo-ne_._ SrIFF1 ckecL 1 2 PC34 4Ve volo k o'' 0 V Fro PI' 6-0 - tt(Lcc, 7-05- -.r., -1 (Lcol)(1-z51Y1010)--. :=74/ H7 Mo 7(63ZYZ-5) 21))) 2±7.-- 4-110 >/v ve 'et 16) 1\4 44 Ie•U City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director ASHLEE BARLISH PO BOX 24567 SEATTLE WA 98124 RE: Permit No. M10 -139 3333 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, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 06/27/2011. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 06/27/2011, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. MI0 -139 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • of Tu 1 % Jim Haggerton, Mayor Department of Community i1'ei/elopment Jack Pace, Director October 18, 2010 Ashlee Barlisn PO Box 24567 Seattle, WA 98124 RE: Correction Letter #1 Mechanical Permit Application Number M10 -139 Microsoft — 3333 120 PI S Dear Ms. Barlisn, This letter is to inform you of corrections that must be addressed before your mechanical permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire Department has no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, J ifer Marshall it Technician encl File: M10 -139 W:\Permit Center\Correction Letters\2010W110 -139 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 o Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: October 14, 2010 Project Name: Microsoft Permit #: M10 -139 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Cover page general notes make reference to 2006 Seattle supplement to the 2006 WSEC and 2006 Mechanical codes. Please remove references to Seattle codes. Mechanical codes shall be identified as 2009 Mechanical codes (2009 IMC) and 2006 Washington State Energy codes (WSEC) and reference Washington State Amendments to the codes. 2. Engineering shows additional of steel members for the new AC units. Provide special inspection specifications for the structural members to be installed. Special inspections table may be supplemental to the engineer's calculations or shown on the revised plan cover sheet. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. t PERMITCOORD COPi1O PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M10 -139 DATE: 11/12/10 PROJECT NAME: MICROSOFT SITE ADDRESS: 3333 S 120 PL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: /s�ddu gib C 41/—i 0 I dm Ivlsion Public Works ❑ Fire Prevention Structural Planning Division ❑ Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11/16/10 Complete Comments: Incomplete ❑ Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route EJ Structural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: DUE DATE: 12/14/10 Approved with Conditions Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents routing slip.doc 2 -28 -02 • PEI • .� fc+ i r.� C011/ PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M10 -139 PROJECT NAME: MICROSOFT SITE ADDRESS: 3333 S 120 PL X Original Plan Submittal Response to Correction Letter # DATE: 10 -05 -10 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Fire Prevention islon Public Works Structural Planning Division ❑ Permit Coordinator ❑II DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-07-10 \gi Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S' INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11 -04 -10 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 0 Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: iyN' Documents/routing slip.doc 2 -28 -02 • 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 . REVISION SUBMITTAL 1 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: M 10 -139 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Microsoft Project Address: Contact Person: ^rry nr rttA NOV 12 2010 sumacENTER 3333 S 120 Pl �nlet, Vootvlicl„ Phone Number: 2-c( U l Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: /V kEntered in Permits Plus on \applications \forms - applications on Ime \revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Peer Friendly Page • General /Specialty Contractor A business registered as a construction contractor with Lai 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. Business and Licensing Information Name MCKINSTRY CO LLC UBI No. 602569922 Phone 2067623311 Status Active Address Po Box 24567 License No. MCKINCL942DW Suite /Apt. License Type Construction Contractor City Seattle Effective Date 3/16/2006 State WA Expiration Date 3/16/2012 Zip 98134 Suspend Date County King Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status LYDIGML901JLLYDIG+ MCKINSTRY LLC Construction Contractor General Unused 4/13/2010 4/13/2012 Active WESTVI'121RF WESTVENT INC Construction Contractor General Unused 12/6/1988 9/1/1994 Archived MCKIN "372ND MCKINSTRY CO Construction Contractor General Unused 8/20/1963 1/2/2008 Re Licensed Business Owner Information Name Role Effective Date Expiration Date PEDERSEN, JAMIE D Agent 03/16/2006 Bond Amount ALLEN, DEAN CHARLES Partner /Member 03/16/2006 929511574 MOORE, DOUGLAS JAMES Partner /Member 03/16/2006 ALLEN, DAVID EDWARD Partner /Member 03/16/2006 TRAVELERS CAS & SURETY CO TEPLICKY, JOSEPH WILLIAM Partner /Member 03/16/2006 03/01/2011 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2 WESTERN SURETY CO 929511574 09/09/2010 Until Cancelled $12,000.00 09/02 /2010 1 TRAVELERS CAS & SURETY CO 104702039 01/03/2006 Until Cancelled 03/01/2011 $12,000.00 03/16/2006 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 3 ZURICH AMERICAN INS CO CP0399990301 01/31/2009 01/31/2011 $2,000,000.00 12/07/2009 2 ZURICH AMERICAN INS CO CP03999903 01/31/2008 01/31/2009 $2,000,000.00 01/31/2008 1 CHARTER OAK FIRE INS CO DTC052D7193C0F07 01/31/2006 01/31/2009 $1,000,000.00 01/08/2008 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 12/02/2010 HVAC SYMBOLS & ABBREVIATIONS DUCTWORK ACCESSORIES —I --� SUPPLY GRILLE RETURN OR EXHAUST GRILLE J BDD BACK DRAFT DAMPER I VOLUME DAMPER WALL FIRE DAMPER -l• FLOOR FIRE DAMPER WALL FIRE /SMOKE DAMPER FLOOR FIRE /SMOKE DAMPER '0 ZONE DAMPER MOTORIZED DAMPER ACCESS DOORS ACOUSTICALLY LINED DUCT R ELEV. CHANGE RISE(R) DROP(D) D TRANSITION FLEXIBLE DUCT iE GRILLE/REGISTER /DIFFUSER CEILING SUPPLY AIR DIFFUSER (SHOWN WITH BLANK OFF) CEILING RETURN, EXHAUST OR TRANSFER AIR GRILLE PERFORATED FLOOR TILE EQUIPMENT TAG EF3 -12 1 i — EQUIP. # FLOOR # EQUIP. DESIGNATION ABBREVIATIONS ACT ACOUSTICAL CEILING TILE AD ACCESS DOOR AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT BDD BACKDRAFT DAMPER BOD BOTTOM OF DUCT BOP BOTTOM OF PIPE CLG CEILING CFM CUBIC FEET PER MINUTE COND CONDENSATE CRAC COMPUTER ROOM AIR CONDITIONING CT COOLING TOWER DB DRY BULB (E) EXISTING EAT ENTERING AIR TEMP. ECG EGGCRATE GRILLE EF EXHAUST FAN EXH EXHAUST F /SD FIRE, SMOKE DAMPER FCU FAN COIL UNIT GRD GRILLE, REGISTER, DIFFUSER HC HEATING COIL HVAC HEATING, VENTILATION AND AIR CONDITIONING LAT LEAVING AIR TEMP. GENERAL SYMBOLS NEW WORK EXISTING WORK —11-41-11— DEMOLITION WORK DEMOLITION POINT CONNECTION POINT 12x12 $ FLAT OVAL DUCT •` _ cT THERMOSTAT _ .S SENSOR _ CO CARBON MONOXIDE SENSOR _ j MANUAL WALL SWITCH - DETAIL NUMBER - SHEET NUMBER LD MOD MUA (N) NTS OA OBD QTY (R) RA RTU SA SL SLSM TG TOD TOP UH UNO VAV VD VER VFD VSD WB REVISION NUMBER QX GENERAL NOTE VAV BOX TAG 1 -23 S- C8 -09 -A 000 000 - FLOOR -BOX - EQUIPMENT TAG - PRIMARY CFM - FAN CFM GRD TAG DT8 -180 1 CFM EACH SIZE TYPE TYPE CODE LINEAR DIFFUSER MOTOR OPERATED DAMPER MAKE UP AIR NEW NOT TO SCALE OVERALL; OUTSIDE AIR OPPOSED BLADE DAMPER QUANTITY RELOCATED RETURN AIR ROOF TOP UNIT SUPPLY AIR SOUND LINED SOUND LINED SHEET METAL TRANSFER GRILLE TOP OF DUCT TOP OF PIPE UNIT HEATER UNLESS NOTED OTHERWISE VARIABLE AIR VOLUME VOLUME DAMPER VERIFY VARIABLE FREQUENCY DRIVE VARIABLE SPEED DRIVE WET BULB PIPING & PLUMBING SYMBOLS & ABBREVIATIONS CD CDS CDR --- —CHR HS G FITTINGS ID DN 10 UP --1 1 DN 101 UP ] CAP -II WCO 0 FCO EQUIPMENT 4 4 —0 VALVES rya tY1 iie: —161 D4 i? — �a r COND CDS CDR CHR CHS CW G HW HWC HWR HWS RL RS V V W W ELBOW DOWN ELBOW UP TEE DOWN TEE UP PIPE CAP BREAK SYMBOL WALL CLEANOUT FLOOR CLEANOUT PUMP SHOCK ARRESTOR FLOW SWITCH FLOW METER PRESSURE GAUGE EXPANSION TANK Y- STRAINER CONDENSATE DRAIN PIPE CONDENSER WATER SUPPLY CONDENSER WATER RETURN CHILLED WATER RETURN CHILLED WATER SUPPLY COLD WATER NATURAL GAS HOT WATER HOT WATER RECIRC HOT WATER RETURN HOT WATER SUPPLY REFRIGERANT LIQUID LINE REFRIGERANT SUCTION LINE VENT ABOVE GROUND VENT UNDER GROUND WASTE ABOVE GROUND WASTE UNDER GROUND MOTOR VALVE PRESSURE REDUCING VALVE CONTROL VALVE RELIEF VALVE BALL VALVE GATE VALVE BUTTERFLY VALVE CHECK VALVE SPRING LOADED CHECK VALVE SLOPE FLOW DIRECTION REDUCER; INCREASER UNION FLANGE FLEX CONNECTION Q 0 FD RD OFD FS —10 AIRVENT AUTO AIRVENT MANUAL THERMOMETER PIPE SLEEVE FLOOR DRAIN ROOF DRAIN OVERFLOW DRAIN FLOOR SINK 3 -WAY MOTOR VALVE 3 -WAY GATE VALVE DIAPHRAGM VALVE PLUG VALVE ANGLE GLOBE VALVE NEEDLE VALVE CH- BALANCING VALVE HOSE BIBB UWornish River 0JUN Ai.' -07. Agorm""E"Adro fi ;001 J1114 ICACT LP sa 124th SITE PLAN SCALE: NOT TO SCALE GENERAL NOTES: 1. VERIFY LOCATIONS AND DIMENSIONS OF ALL EXISTING EQUIPMENT AND COORDINATE ALL WORK PRIOR TO START OF CONSTRUCTION. 2. OBTAIN APPROVAL OF STRUCTURAL ENGINEER PRIOR TO INSTALLATION OF PENETRATIONS NOT PREVIOUSLY COORDINATED OR AGREED UPON, I.E. ANCHOR BOLT DEPTHS, ETC. 3. CONCRETE EQUIPMENT CURBS, PIPING RAT SLABS, SUMP BASINS, AND HOUSEKEEPING PADS ARE SHOWN FOR APPROXIMATE LOCATION AND SIZE AND ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR. WHERE PROVIDED, REFER TO STRUCTURAL INFO FOR ADDITIONAL DETAILS. 4. COMPLETION AND COMMISSIONING FOR MECHANICAL SYSTEMS: A. PROVIDE RECORD DRAWINGS OF THE ACTUAL INSTALLATION TO THE OWNER (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.4.3) B. PROVIDE TO THE OWNER ALL NECESSARY SYSTEM OPERATION AND MAINTENANCE MANUALS (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.4.2) C. BALANCE ALL HVAC SYSTEMS AND PROVIDE TO THE OWNER A WRITTEN BALANCING REPORT (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.2.1) AND (IMC 2009) D. EQUIPMENT /SYSTEMS TESTING SHALL BE PERFORMED IN ACCORDANCE WITH APPROVED PLANS (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.3.1) AND (IMC 2009). E. TEST, CALIBRATE AND ADJUST ALL HVAC CONTROLS AND SEQUENCES OF OPERATION IN ACCORDANCE WITH THE APPROVED PLANS (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.3.2), NECESSARY TESTS ARE IDENTIFIED IN 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.3.1; PREPARE A PRELIMINARY COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS PRIOR TO ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.5.1); PROVIDE TO THE OWNER A FINAL COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS (PER 2006 WASHINGTON STATE ENERGY CODE SECTION 1416.2.5.2). 5. PERFORMANCE OF ALL NEW BUILDING MECHANICAL SYSTEMS WILL COMPLY WITH OR EXCEED THE MINIMUM REQUIREMENTS AS SET FORTH IN THE 2006 WASHINGTON STATE ENERGY CODE SECTION 1410 - GENERAL REQUIREMENTS. 6. MINIMUM VENTILATION QUANTITIES WILL COMPLY WITH OR EXCEED THE 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE AND (IMC 2009). 7. ALL MOTORS WILL COMPLY WITH CHAPTER 15 OF THE 2006 WASHINGTON STATE ENERGY CODE. FOR ADDITIONAL DETAILS, SEE EQUIPMENT SCHEDULES CONTAINED WITHIN THIS DRAWING SET. 8. ALL SYSTEMS WILL BE INSULATED AS PRESCRIBED IN CHAPTER 14, TABLE 14 -5 OF THE 2006 WASHINGTON STATE ENERGY CODE. FOR ADDITIONAL DETAILS, SEE DUCTWORK AND PIPING SPECIFICATION MATRICES CONTAINED WITHIN THIS DRAWING SET. 9. VERIFY THAT ALL NECESSARY INFORMATION HAS BEEN PROVIDED PRIOR TO CONNECTION OF EQUIPMENT FURNISHED BY THE OWNER OR OTHERS. 10. FOR ADDITIONAL SYSTEM AND EQUIPMENT SEISMIC REQUIREMENTS, REFER TO STRUCTURAL INFORMATION (WHERE PROVIDED) AND PROJECT SPECIFIC SEISMIC DESIGN INFORMATION SHEET CONTAINED WITHIN THIS DRAWING SET. T . Co so r .144- Re L 4- A 11/2_//0 . IBC 2006 TABLE 1704.3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION VERIFICATION AND INSPECTION TASK CONTINUOUS DURING' TASK LISTED PERIODICALLY DURING TASK LISTED 1. Material verification of high - strength bolts, nuts and washers: a. !dent cation markings to conform to AS`IM standards sped ed in the approved construction documents. b. Menufactur sr s certificate of compliance required. 2. Inspections of high-strength bolting: a. Bearing-type connec aerial verification of structural steel: a. identification markings to conform to ASTM standards specified in the approved construction documents. b.. Manufacturer's certified mill test reports. 4. Material verification dwelt! filler materials: a. Identification mark ngs to conform to AWS specification in the approved construction documents. b. Manufacturer's certificate of compliance required. 5. Inspections of Welding: rs. Structural Steel: 1) Com • eta and partial penetration groove welds. is •'1 1 /. *« b 1.'. W It 1 6. Inspection • _steel frame Joint for compliance +xith epproved construction documents: a. Details such es bracing and stiffening. b. Member locations. .� ti I•t t VICINITY MAP LEGAL DESCRIPTION LOT 3 OF TUKWILA BLA #L04 -060 REC #20041008900012 LOCATED IN SE 1/4 OF SEC 9 & SW 1/4 10 IN 23 -04. PARCEL NUMBER: 102304 -9079 Ex SEPARATE PERMIT REQUIRED FOR: 1 Mechanical Iallectrtcaal II`'Iumbing teas Piping City of Tukwila BIPLDING DIVISION JUN 2 7 2011 DRAWING INDEX SHEET # • SHEET TITLE M -A -00 DRAW.NG .ND•X, GENERAL \CTES & LEGEND M -a -O' HVAC PART.AL LEVEL ' DEMOLITION M -D -01 HVAC EART.AL LEVEL ' M -D -R' I -VAC PART.AL ROOF LEV =L M -M -01 SCHEDLLES FELE C PIP Permit No. Plan review approval Is subject to enmrs and olissions. Approval of construction documents does not authorize OK violation of any adopted code or ordinancor Receipt of approved Field Copy ns is acknotledged By. Date: City Of flikwiia BUILDING DIVISION r REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. Ark: Revisions will require a new plan submittal may include additional plan review fees..__i REVIEWED FOR CODE COMPLIANCE AmpnveD NOV 19 2010 usL City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 12 2010 PERMIT CENTER CORRECTION L9# For Th instry fe Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATRE, WA 98124 1- 800 - 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503- 331 -0234 www.mckinstry.com TUK 3 uPs 1 BATTERY DX UNIT REPLACEMENT 3333 120TH PLACE SOUTH TUKWILA, WASHINGTON 90168 09/16/10 STRUCTURAL COORDINATION 11/08/10 PERMIT REVISIONS Na DAN DESCRIMION MoIGNSIRY oMR DESIGNED BY: DRAW 1 BY: CHECKED BY: JOB PWU E t SCALE: ENGINEERING ALIREZA SADIGH BRIAN JONES ALIREZA SADIGH 8559 09/09/2010 AS SHOWN SKEET 1111E: INDEX, GENERAL NOTES, LEGENDS SHEET MA It M-A-OO 1 6< 01 FRONT CAHU -6 PDU -13 1508A OFFICE CH,y SECURED DELIVERY STAGING 1500 k L CAHU -8 J 01 16 VD (§ CAHU -15 FD —iT FRONT -1' CAHU -1 U I I ti I' L 1515 1508 1512 °i7STOME( STORAGE x 10/'24 BATT — ` 1�3ATT x BATTY UPS -CJ 5��� RIA TIE UPS —CK 500 KVA BA x .BA..; _ 1271fiT B!}�T BA .1 BATT 3AT� B TT — _BATT BATT ! x BATTX UPS —CN 500 KVA k BATT CP Il /KVA x BATS ATT BATT B/ x T BATT ' ( 3ATT BATT BATT BATT BATT UPS —CG 500 KVA TI E UPS —C 500 KV BATTx BATT P BATT x UFO —CL 506 KVA TIE BDC UPS —CM 500 KVA UPS /BATT Y 6 Q O ATT 4J BATT BATT B •,` UPS -CA _ 500 1,,- �s TIE _ UPS -CB. pp. r1, .BA..; _ 1 BATT_ BATT- BA .1 : ' ' SOU K UPS— :A`t 'i� BATT UP CAHU -2 VERIO STORAGE AREA OF WORK 1520 1600 CAHU -3 1527 CAHU -4 SALE] 100 1 1 ELECTRICAL ROOM 1524 1000 C C 1002 1000A 1602 DN DN 1:12 1 HVAC - PARTIAL LEVEL 1 DEMOLITION M —B -01 SCALE: 1/8" = 1' -0" 0 4' 8' 16' KEY NOTES: Q REMOVE EXISTING CAHU -2 & CAHU -3 UNITS, ASSOCIATED REFRIGERANT PIPING AND CONDENSATE DRAINS. Q REMOVE EXISTING LOW PRESSURE SUPPLY DUCT AND DIFFUSERS AS SHOWN CROSSED HATCHED. MXPO JUN 27.:2011 REVIEWED FOR CODE COMPLIANCE APPIRMIED la 19 2010 City of Tukwila BUILDING DIVISION MtO i39 PROEM instry fe Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503- 331 -0234 www.mckinstrycom TUK 3 UPS / BATTERY DX UNIT REPLACEMENT 3333 120TH PLACE SOUTH TUKWILA, WASHINGTON 90168 09/16/10 STRUCTURAL COORDINATION 11/08/10 PERMIT REVISIONS NO OAR UESC1 WDON IINONSMY DESIGN BY: DRAWN BY: CHECKED BY: JOB NUMBER DATE: SCALE: ENGINEERING ALIREZA SADIGH BRIAN JONES ALIREZA SADIGH 8559 09/09/2010 AS SHOWN SHEET IDLE HVAC PARTIAL LEVEL 1 DEMOLITION SHEET MIIMER: CITY OF TUKWILA NOV 12 2010 PERMIT CENTER M-B-01 1 6E 01 FRON T PDU -13 A 01 16 FRONT r L_ CAHU -8 L)` CAHU -15 :ATT - �BATT GATT VA TIE 500 �v�k 1 L i� BATT BATT GATT GATT BAT T_ UPS ^ ' BAIT BAIT F7` ', ajOr- 5 e •.. 1� ►, ;'ATT BAIT BAIT BAIT BAIT 1 ira rr�. Ij00111:'L. VA CAHU -4 STAGING 1500 BATT 1 SALE] 100 CAHU -3 1515 UP 1 1 J SECURED DELIVERY 1508 1512 STOMER' STORAGE VERIO STORAGE ELECTRICAL ROOM rn: 1000A DN DN 1 1 HVAC - PARTIAL LEVEL 1 M -D -01J SCALE: 1/8" = 1' -0" 0 4' 8' 16' Ice KEY NOTES: • PROVIDE 22" HIGH SEISMIC FLOOR STAND FOR EACH NEW STULZ COMPUTER ROOM UNIT. SEE STRUCTURAL DRAWINGS FOR DETAIL. ® TWO SETS OF REFERIGERATION PIPING (1 -5/8" + 1 -3/8" OD)UP TO CONDENSER UNIT ON ROOF. O CONNECT NEW 1/2" PUMPED CONDENSATE DRAIN PIPE TO EXISTING. ® CONNECT 48 "x30" SUPPLY DUCT (INSULATED) TO EXISTING MAIN. Q5 EXISTING EPO SWITHCHES ON WALL. (DO NOT BLOCK) © BACKDRAFT DAMPER SHALL BE PREMIUM ALUMINUM UNIT WITH LOW FRICTION BUSHINGS. • INSTALL 48 "x24" SUPPLY DIFFUSER IN FRONT OF EACH UPS CABINET. (14 —TYP) SEE DETAIL 1 \M —D -01. COORDINATE WITH LIGHTING. ® CONNECT 18 "0 SUPPLY DUCT TO EACH SIDE OF SUPPLY DIFFUSER. AIR BALANCE TO 2,285 CFM EACH (14 —TYP) SEE DETAIL 1 \M —D -01. ® INSTALL A DEMOUNTABLE PANEL SYSTEM TO FORM COLD AISLE WALLS AT THE END OF THE UPS ROWS. PANEL SYSTEM SHALL BE FORMED FROM ALUMINUM MODULAR FRAMING WITH A SLIDING / SWINGING DOOR AT EACH END AND CLEAR POLYCARBONATE PANEL. BARRIERS SHALL BE FREE STANDING, BOLTED TO THE FLOOR WITH NO CONNECTION TO THE CEILING, UPS CABINETS OR CRAC UNITS. III PERFORATED PLATE (60% FREE AREA) 6" MIN. UP FROM CEILING GRID 180 —\ SHEETMETAL CAN CEILING SHEET METAL COLLAR (1YP.) \V \V 48 "x24" EGGCRATE SUPPLY DIFFUSER S -2,285 CFM 48 "x24" EGGCRATE SUPPLY DIFFUSER DETAIL — / SCALE: NOT TO SCALE JUN 27. ZQ11 REVIEWED FOR CODE COMPLIANCE APPganVED NOV 19 2010 City of Tukwila _BUILDING DIVISION PROJECT: For Th rnstry Ye Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503- 331 -0234 www.mckinstrycom TUK 3 uPs 1 BATTERY DX UNIT REPLACEMENT 3333 120TH PLACE SOUTH TUKWILA, WASHINGTON 90168 aEGISIwuOlt RENSION& 09/16/10 STRUCTURAL COORDINATION 11/08/10 PERMIT REVISIONS NO DAZE DESM'IION YOIWSIRY MICR DESIRED BY: DRAWN BY: CHECKED BY: JOB MJIEErt DATE SCALE: ENGINEERING ALIREZA SADIGH BRIAN JONES ALIREZA SADIGH 8559 09/09/2010 AS SHOWN SHEET TITLE: HVAC PARTIAL LEVEL 1 RECEIVED CITY OF TUKWILA NOV 1 2 2010 PERMIT CENTER SHEET NUEIEER: M-D-01 5� ,► COLO -2 -ACC -5 C UPS ACC 1 C- UPS -ACC -2 EF -5 1 11 EF -2 4 4 : • • • • HVAC - PARTIAL ROOF PLAN M -D -R1 SCALE: 1/8" = 1' -0" 0 4' 8' 16' 691 KEY NOTES: 01 INSTALL NEW CONDENSING UNIT ON EXISTING STRUCTURAL FRAMING. SEE STRUCTURAL DRAWING DETAIL FOR SEISMIC TIE DOWN. Q 1 " -5/8 + 1 -3/8" REFRIGERATION PIPING ( 2 SETS ) ON ROOF, ( INSULATE PER WSEC ). USE EXISTING ROOF PENETRATIONS. Q3 EXTEND STRUCTURAL FRAMING APPROXIMATELY 4' -0" TO SUPPORT THE NEW CONDENSING UNIT. SEE STRUCTURAL DETAIL FOR SEISMIC TIE DOWN. JON 2 7. ZQ11 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 19 2010 City of Tukwila BUILDING DIVISION Mao— X39 PROEM For Th instry fe Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503- 331 -0234 www.mckinstty com TUK 3 uPs 1 BATTERY DX UNIT REPLACEMENT 3333 120TH PLACE SOUTH TUKWILA, WASHINGTON 90168 RBASIOM 09/16/10 STRUCTURAL COORDINATION 11/08/10 PERMIT REVISIONS N0. DALE OESCMPDON DESIGtED BY: DRAWN BY: CHECKED BY: JOB MUM DATE: SCALE: ENGINEERING ALIREZA SADIGH BRIAN JONES ALIREZA SADIGH 8559 09/09/2010 AS SHOWN MEET 1ME: HVAC PARTIAL ROOF LEVEL SLEET NUMBER RECEIVED CITY OF TI IKIMLA NOV 12 2010 PERMIT CENTER M -D -R1 COMPUTER ROOM AIR HANDLING UNIT SCHEDULE MARK CAHU LOCATION TOTAL CFM EXT SP "H20 2 MOTOR HP, VOLT, & PHASE HERTZ TYPE • • • ELECTRIC REHEAT HUMIDIFIER FILTER BASIS OF DESIGN REMARKS - • . ROWS - - -. MAX. COND. TEMP° F • - - - MIN. . STAGE KW CAPACITY KW TYPE EFF. ASH2 7: RAE 5 No. SIZE MANUF. MODEL No. UNIT WT. C— UPS —CAHU 18:4 CUSTOMER LIPS / �3Al.I ERY 10,000 0.8 1 i� i6 l Oj T60� 7i r,0 UP - FLOW , 6 2_.t�8,400 300,G00 E YES ,2 R -2 ,j2 4.J 45 500 72 58.6 76,835 2 22.5 30 10.2 ELEC. 30 2 2 20x25 16x'25 DATA—AIRE DAAU- 26 -3 -4 1605 1 HOUR PROVIDE PRE —WIRED CONDENSE PUMP r1ND LEAK DETECTOR SYSTEM C— UPS —CAHU 2 &3 CUSTOMER UPS BATTERY 11,000 0.5 (2)4/460/3/60 UP FLOW 214.800 248,500 YES R- 407C/2 45 500 72 58.6 NA NA NA NA NA NA 30 4 36x14 STULZ VFS- 300 — DAR —EC 1821 PROVIDE PRE —WIRED CONDENSATE PUMP AND LEAK DETECTOR SYSTEM NOTES: 1) CAHU-1&4 ARE EXISTING. 2) PROVIDE SEISMIC STAND FOR NEW UNITS. 3) CAHU -2 &3 ARE PROVIDED WITH (2) DIRECT DRIVE ECM PLUG FANS. 4) ONE UNIT IS REDUNDANT. 5) PROVIDE SMOKE DETECTOR FOR EACH UNIT. AIR COOLED CO \DE \SER U \IT SCHEDULE MARK ACC MIN. CAP. BTUH REFRIG— ERANT VOLTS/ PH /HZ UNIT MAX. KW UNIT WEIGHT LBS FAN CONDENSER MATCHING W /CAHU UNIT EER BTUH /WATT REMARKS DATA —AIRE NO. HP ROWS MIN. AREA MAX. COND. TEMP° F AMBIENT TEMP° F C— UPS—ACC 1 &.4 296,200 R -22 460/3/60 — 530 3 1 /2 — — 115 85 8 1&.4 NORMAL OPERATING PRESSURE DARE- 28 -3 -4LD C— UPS —ACC 2 &3 296,000 R -407C 460/3/60 — 1000 3 3.9 — — 140 105 2 &3 12.4 SCS- 683— DAA —EC NOTES: 1) ACC-1&4 ARE EXISTING. 2) PROVIDE NEW UNITS WITH AMBIENT HEAD PRESSURE CONTROL —30 F TO 105F. 3) NEW UNITS ARE PROVIDED WITH ECM MOTOR. 4) ONE UNIT IS REDUNDANT. 5) MIN. EER PER WSEC 2006 : 10.1 ID CATEGORY SERVICE DESCRIPTION MANUFACTURER, PRODUCT OR EQUAL PRESSURE TEST PROCEDURE SEISMIC INSULATION MEDIA TEST PRESSURE DURATION CODE IMPORTANCE IP COND CONDENSATE PIPING TO DRAIN HVAC CONDENSATE DRAIN SLOPE TO INDIRECT WASTE N/A WATER PLUGS 84 FILL MIN 15 MINUTE VISUAL CHECKS S; FOR LEAKS 2006 UPC, SECTION 723.0 1.0 VARIES NORMAL OPERATING PRESSURE ATMOSPHERIC MATERIAL SIZES THRU 3" COPPER TUBE TYPE L ASTM B88 PER SUBMITTAL JOINTS SWT; THREADED AT SPECIALTIES AS APPLICABLE PER SUBMITTAL FITTINGS WROT COPPER /BRONZE SWT JOINT PER SUBMITTAL FLANGES, UNIONS, & COUPLINGS CLASS 150 CAST BRASS / WROT COPPER PER SUBMITTAL REF REFRIGERANT PIPING REFRIGERANT PIPING FOR HEATING AND COOLING NITROGEN 1.5 TIMES MAX OPERATING PRESSURE, BUT NOT ESS THAN 10L0 PSI 1 HOUR XXXXX 1.0 PER W.S.E.0 SEE INSULATION SCHEDULE NORMAL OPERATING PRESS & TEMP: UP TO 100 PSI; ___ F TO ___ F; SET RELIEF TO XXX PSI PIPE MATERIAL SIZES THRU 3" COPPER TUBE ACR /MED TYPE L ASTM B88 PER SUBMITTAL JOINTS SILVER BRAZED NITROGEN PURGE PER SUBMITTAL FITTINGS WROT COPPER /BRONZE SWT JOINT PER SUBMITTAL SPECIALTIES MISC. PROJECT SPECIFIC REQUIREMENTS RRV REFRIGERANT RELIEF VENT PRESSURE RELIEF ON CHILLERS / REFRIGERATION LINES NA N/A VISUAL WELD INSPECTION XXXXX 1.0 PER W.S.E.0 SEE INSULATION SCHEDULE NORMAL OPERATING PRESS & TEMP: ATMQSPFRIC: (WHEN STATIC) PIPE MATERIAL SIZES THRU 2" COPPER TUBE TYPE L ASTM B88 PER SUBMITTAL JOINTS SWT; THREADED AT SPECIALTIES AS APPLICABLE PER SUBMITTAL FITTINGS WROT COPPER /BRONZE SWT JOINT PER SUBMITTAL FLANGES, UNIONS, & COUPLINGS CAST BRASS / WROT COPPER; CLASS 150 PER SUBMITTAL PIPE MATERIAL 2 -1/2" AND UP CARBON STEEL PIPE A53B ERW SCH STD ASME 16.5 PER SUBMITTAL JOINTS RIJ T WEI n ASME R16 3 / GRonvFn (FREW PER SUBMITTAL FLANGES CARBON STEEL; CLASS 150 PER SUBMITTAL JUN 27 201 REVIEWED FOR CODE COMPLIANCE NOV 19 2010 City of Tukwila BUILDING DIVISION MtO'39 For Th y to Of Y u.euiirin9 SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1 -800- 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503- 331 -0234 www.mckinstry.com TUK 3 uPs 1 BATTERY DX UNIT REPLACEMENT 3333 120TH PLACE SOUTH TUKWILA, WASHINGTON 90168 PEosmalae REVIEW 09/16/10 STRUCTURAL COORDINATION 11/08/10 PERMIT REVISIONS N0. OM warm YoKINSTRY MOM DESKS BY: DRAwN BY: CHECKED BY: JOB NUMBEIt DATE: SCALE: ENGINEERING ALIREZA SADIGH BRIAN JONES ALIREZA SADIGH 8559 09/09/2010 AS SHOWN SWF IDLE: SCHEDULES SHEET NUS RECEIVED CITY OF TI IKINILA NOV 1 2 ?010 PERMIT CENTER M-M-01