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HomeMy WebLinkAboutPermit D08-244 - MICROSOFT - STORAGE RACKSMICROSOFT 3355 S 120 PL D08 -244 Parcel No.: 1023049069 Address: 3355 S 120 PL TUKW Suite No: Tenant: Name: MICROSOFT Address: 3355 S 120 PL , TUKVVILA WA Owner: Name: SABEY CORPORATION Address: 12201 TUKVVILA INTL BLVD 4THFL , SEATTLE WA 98168 Phone: Contact Person: Name: JOE WOLF Address: 5005 THIRD AV S , SEATTLE WA 98134 Phone: 206- 786 -3853 Contractor: Name: MCKINSTRY ELECTRIC Address: PO BOX 24567 , SEATTLE WA 98124 Phone: 206 832 -8513 Contractor License No: MCKINE *982KG Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 CitySf 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 DEVELOPMENT PERMIT * * continued on next page ** Permit Number: D08 - 244 Issue Date: 05/20/2008 Permit Expires On: 11/16/2008 Expiration Date: 05/08/2010 DESCRIPTION OF WORK: RACK STORAGE - STRUCTURAL ENGINEERING SERVICES FOR THE 3RD FLOOR - DMX EQUIPMENT INSTALLATION. $0.00 Fees Collected: $417.83 International Building Code Edition: 2006 Occupancy per IBC: 0011 D08 -244 Printed: 05-20 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Permit Center Authorized Signature: doc: IBC -10/06 City (*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 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N L)A I I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. 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 . e p - - ormance of work. I am autho % ed to sign and obtain this development permit. /� Signature: Date: l 2d / l CS � 1 Permit Number: D08 -244 Issue Date: 05/20/2008 Permit Expires On: 11/16/2008 Date: t Print Name: \T� v `v l \ C 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. D08 -244 Printed: 05-20 -2008 Parcel No.: 1023049069 Address: 3355 S 120 PL TUKW Suite No: Tenant: MICROSOFT 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D08 - 244 Status: ISSUED Applied Date: 04/30/2008 Issue Date: 05/20/2008 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: 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. 5: 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. 6: A fmal 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. 7: 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. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 10: 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. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 14: Fire assemblies shall not be obstructed or otherwise impaired from their proper operation at any time. (IBC 715.1) (NFPA 80) doc: Cond -10/06 D08 -244 Printed: 05-20 -2008 • 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 15: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 16: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 17: These plans were reviewed by Inspector 514. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 18: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. doc: Cond -10/06 * * continued on next page ** D08 -244 Printed: 05-20 -2008 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. doc: Cond -10/06 Date: D08 -244 Printed: 05-20 -2008 Site Address: 3 ` EE E 1 - Act\i ' p L. Tenant Name: Mil CCU ZlC)' Property Owners Name: S ak)e.‘--) ak C'. Qs) Q ✓ Mailing Address: '3? 1 ,DO V P I Tv KLL \` ck City Name: \ Mailing Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Contact Person: 1 -i l S�� E j __ �} E -Mail Address: ire 1. E'. ✓k l"� C IpS GjWtC' 3- ' ' CQ Q \Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised 9 -2006 bh 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 ** Company Name: QG m U L - t - Prot L� Q '1L. 1 C,\(1 , I A c V v S King Co Assessor's Tax No.: Suite Number: Floor: New Tenant: ❑ Yes .No State Zip Day Telephone: & C� (._ - (P - .?)93 3 ack ui r c x 13L- City State Zip E -Mail Address: J (fit M( \ lfl�� VVI cowl Fax Number: ca)ict r �2 — t5 - 9' - t" t Company Name: (,�1111 \AI) j Mailing Address: �� ' ? d e f \ \l e . S c �I Lo �i� As- 9 �t 3 cI Zip q� Contact Person: v) d�'�, � 1��� Day Telephone: & � � � � E -Mail Address: C K \VV Fax Number: QC) (1)- g� j c � - � I Contractor Registration Number: Expiration Date: City State Company Name: 0 (SYYI P Is Q_ Provc-t 1.�\ \ S 1`� L Mailing Address: 24 o gtyi k\ Avenue ! SL\ta O5 PlDc5QV*� i�� CG - City State Zip Contact Person: T�no Ci E�)Qv+ G Day Telephone: I D J 3 I -( 4 E -Mail Address: e C P -� • • • a Fax Number: 2 4 Mailing Address: O .1.51 ■\ (k A e I ttt C S e t V1'I- ` t 1 I `lst Cl q ZS� 3 Day Telephone: 5 I — 4 Fax Number: Page ( of 6 Valuation of Project (contractor's bid price): $ 1 E 4 1 Existing Building Valuation: $ Scope of Work (please provide detailed information): Prd\ l C3L..S1 _C- +v.oa e. Yl ksnee v( cc - W' e ?,rd e b6/1 k eqt T‘ tv +ci lcdvcoY\ Will there be new rack storage? ❑ Yes PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 541 No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If 'yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q \Applications\Fonns- Applications On Line \3-2006 - Permit Application.doc Revised: 9 -2006 bh NI.. No If yes, a separate permit and plan submittal will be required. Page 2 of 6 ,PERMIT APPLICATION NOTES-- Applicable to all, permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW)R ^ A� RI7� AGENT: Signature: C (/ Print Name: Doe sJC`‘c Date: /j O /00 //�� Day Telephone: ea t.° ` -} Z b - 3 X gS 3 Mailing Address: ) OS P e 'S. S2� °t % � y City State Zip Date Application Expires: /v -- - 00 I Date Application Accepted: 4 -"de) Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Staff Initi : Page 6 of 6 Parcel No.: 1023049069 Address: 3355 S 120 PL TUKW Suite No: Applicant: MICROSOFT Payee: MCKINSTRY CO ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Receipt No.: R08 -01430 Payment Amount: $162.83 Initials: BLit Payment Date: 04/30/2008 03:13 PM User ID: ADMIN Balance: $255.00 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 9541 162.83 Account Code Current Pmts 000/345.830 162.83 Total: $162.83 Permit Number: D08 - 244 Status: PENDING Applied Date: 04/30/2008 Issue Date: 1859 05/01 9711 TOTAL 162.83 doc: Receipt -06 Printed: 04 -30 -2008 COMMENTS: Type nspection:: f /I`/419/ Address: ir ' (- 01411, £ ( e r . 6-4f , f -, , . Li Lti -tp f e.- p.m. Requester: D INr '1 n P1 k- - �‘ IA a . i IA)AS N , A --70td: rt..)/- _ 1 )T . rt,i fa f.a / 4 C-/ cl C.ly - p � / Project: ,p n7 /<"4 Type nspection:: f /I`/419/ Address: Date Called: ,32•J, j /?(4_ Special Instructions: Date /W nted::y� CY Sr£J p.m. Requester: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: i©i� A 6N (t : n p ezieJ 6Ax AI e o — -( -\ i ' (2) r S t 5AI r) r tJ� fc - , .e.k,S'N 1v r A s ?_wed J e 4 ,f,� P (� o Af.�� -, ( -- , - "C1•. e. 1U e f� ,► � � t • L � ' a G r 1 ,)f ! � J J (^ `N. a3 r - ' (4 �` ( 0-r� r (i�-- -� R ,,,,J, -n. � ;•v_ b A k r---,) r iS0'.-.'"? ' — . r t 4 Project: _ Type of Inspection: .fflWr4 Date Called: t PA Al li ki Address: ?3SSS )2 P( Special Instructions: /V Date Wanted: L 1 - O Ca:—r"..:- p.m. Requester: Phone N / o: C k'( INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 121 Approved per applicable codes. Corrections required prior to approval. Inspector(' Date: Z i� di -- 0 $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: DDS, -244 (206)431 -3670 Parcel No.: 1023049069 Address: 3355 S 120 PL TUI{W Suite No: Applicant: MICROSOFT Receipt No.: R08 -01520 Initials: JEM User ID: 1165 Payee: MCKINSTRY CO ACCOUNT ITEM LIST: Description doc: Receipt-06 BUILDING - NONRES STATE BUILDING SURCHARGE 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 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 9553 255.00 Account Code Current Pmts 000/322.100 000/386.904 RECEIPT Permit Number: D08 -244 Status: PENDING Applied Date: 04/30/2008 Issue Date: Payment Amount: $255.00 Payment Date: 05/07/2008 03:09 PM Balance: $0.00 250.50 4.50 Total: $255.00 2100 05/07 9711 TOTAL 255.00 Printed: 05-07 -2008 STRUCTURAL CALCULATIONS DMX Equipment Installation — Phase 3 MSN TUK5 Data Center 3355 South 120 Place Tukwila, WA 98618 Prepared for: McKinstry 5005 3 Ave. South Seattle, WA 98124 Prepared by: Complete Project Solutions, Inc. 3480 Buskirk Avenue, Suite 105 Pleasant Hill, CA 94523 RECEIVED CITY OF TUKWILA MAY 0 7 2008 PERMIT CENTER gon COPY ' RE!llOrryPLIpN�CE APPRANED CODE C MAY 16 2008 May 6, 2008 Revision 1 CPS Job Number: M1102 o9 INCOMPLETE LTR# 3480 Buskirk Avenue, Suite 105 • Pleasant Hill • California • 94523 • Phone 925 - 946 -1696 • Fax 925 - 407 -8353 EQUIPMENT ANCHORAGE PROJECT NO.: M I I o 2 SHEET: I OF 1 y ENGINEER CHECKED INITIALS: Tce DATE: L i) ►5 /OAS SUBJECT: MIJ "r1)1CWILA EAT'. ANCI4ORAGE ‘Iro,;tt 104 tt)dr QS I q'Pc'S7 P '7604 �T T Zt - 6�� GI/ = 3 r f-ivt- 2 ( s • O • Complete Project Solutions, Inc. blab 4 1 s TA-k --c A) e kitcA-37 Vt. fl 4N6 S ) AN 0 0 k0 A C 6 -11 /16 4 1/S 6 --- Le? 1 P-er/eli. t) NIT r . pm&477;44 s 614- M bST (JLf UNLI �i-j & • fifty- 724-vei_ s A/CC 4'w,41/ 0 /„. 4 ( p 4-$6c bore-) idE I : PROJECT NO.: 11 li 02 SHEET: 2, OF ENGINEER CHECKED INMALS: Tte DATE 4//5/ SUBJECT: k 4 e.,,i -ru ictmtA eQUIP. A/ Complete Project Solutions, Inc. j I j r Pvt P air 12 \A/ 1 -r QP ot 5p 5 le ititS F ITE h L S 31_Citcs 0,7s (0.s-- 1.25- r i 9nit.,_= ,3 (o 7.-.) (,../ () :-, 01 o Oe 4--. 5#444-0•4 A-vidcA ._ .19-4/1. • i i • ' - i__ • .1 1_ i ..., _ 1 1 1 1. H. cs af it �;1 L4)/ WI° COa TIZCLS 4— reArtM7 PROJECT NO.: el I ) o 7.... SHEET: 3 OF 1 .f ENGINEER CHECKED INITIALS: DATE: T SUBJECT: fri thi Ti) K (....) ( („A Ea the. Amodyci: '. 1 ,. 1 , I I I • , I 1 i - 4- , f 4:‘ I I , , r ..- i '' I 1 1- .• i I . i , . , :. 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Page 1 of 1 or a changing world The input zip -code is 98168. ZIP CODE LOCATION 4 :92 Lat. - 122.2991 Long. DISTANCE TO NEAREST GRID POINT 1.2063 kms NEAREST GRID POINT 47.5 Lat. -122.3 Long. Probabilistic ground motion values, in %g, at the Nearest Grid point are: 10 %PE in 50 yr 5 %PE in 50 yr 2 %PE in 50 yr PGA 33.112930 45.888500 0.2 sec SA 72.323174 110.120399 0.3 sec SA 61.401939 98.998154 128.414307 1.0 sec SA 21.501949 31.489161 49.095829 98168 The input zip -code is . Zip code is zero and we go to the end and stop. PROJECT INFO: SEISMIC HAZARD: Hazard by Zip Code USPS - ZIP Code Lookup - Find a ZIP+ 4 Code By City Results 11 - r 1` Find a ZIP + 4® Code By City Results You Gave Us TUKWILA, WA Lookup Another ZIP Cod& entries 1 -5 of 5 ZIP Code"' Matches in TUKWILA, WA 98108 98138 (PO BOX) 98168 98178 98188 Related Links U Calculate Postage Calculate postage for your letter or package online! 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White Pages Find a residence nationwide. puvrorudbp Swittbboard ZIP Code L Jobs I National & Premier Accounts NoFEAR Act EEO Data LISPS Horn. 5- PROJECT NO.: hilOZ SHEET: (0 OF i 1 -I ENGINEER CHECKED INMALS: -rce DATE: i 'llt570 0 SUBECT: tiCt.- TUICWILA EQUIe kiNadozAose Complete Project Solutions, Inc. • • • 0 B•Y 2SDP 00 20 , • L4_, 4 5 )46 / ,1i A/G--/72)0/04- 6,4 fit) 744;i1/ 5 ve4S PiRtcrio/0 / • 4 (t t e-C , • C-1/4/viv •S 5 20000' 6,25 5060 • CoNerkz-ok 1 wo(Ait, 5oeo x 2, _-_--. 600 5 • '• • • I - • --; • ' • I ' • PROJECT NO.: MILDZ SHEET: 1 OF ILI ENGINEER CHECKED INITIALS: Ta DATE: 4 /iC/04; SUBJECT: MSO 1041411.4 t:?1)1(: 4,4040014E Complete Project Solutions, Inc. PROJECT NO.: Mi102. SHEET: f OF ENGINEER CHECKED INITIALS: -Ito DATE.: SUBJECT: fiS to ru u.t.i I CA EQUIP. ANCIA0k4C2C Complete Project Solutions, Inc. wood b:L x PROJECT NO.: N11)02. SHEET: 9 OF 1 L i ENGINEER CHECKED INFRALS: DATE: i 4//5106 SUBJECT: ms ,,, 1 ¶U VW ILA Eou . Ajjeaci Complete Project Solutions, Inc. Te/vsto / 5 fit-c k ,t Al t (-DAV We or, 41 14 ARE Pk:L fleD - OW tk 1 I . • • , • • • • • R4 6 P 7/Fd 019 e -To / fr$ S ate-t.) Cf 4=c- M / /26-7,- (1 4 1 .b/A/E 1 1/ to 1 0. 25L1 , S1 - 403 4-44-9 12(3A Cofi.W. •" • •-•-• 1 PROJECT NO.: /1/41/102. SHEET: 1 0 OF 1 L4 ENGINEER CHECKED INITIALS: lte DATE: SUBJECT: t"*1.) - rtAaJli..4 EGMf, Nivego owe Complete Project Solutions, Inc. fet U a U a. U' 01. cLe CA -roe at to es B22 CHANNEL B22 •Thickness: 12 Gauge (2 6 mm) 'Standard lengths: 10' (3.05 m) & 20' (6.09 m) 'Standard finishes: Plain, Dura- Green, Pre - Galvanized, Hot - Dipped Galvanized, Stainless Steel Type 304 or 316, Aluminum 'Weight: 1.90 Lbs./Ft. (2.83 kg/m) SECTION PROPERTIES B22A Wt. 3.80 Lbs./Ft. (5.65 kg /m) I 1 (41.3) 3 /8" (9.5) AWLIWWWWWWWWWWMOW 13 /16" (20.6) 1 (41.3) --► r (22.2) Y 13 /16" (20.6) 1 /8" -► (41:3) 3 /g" -11- (9.5) 9 /32 " j (7.1) X .7252 (18.4) X - X Axis Y - Y Axis Areas of Moment of Section Radius of Moment of Section Radius of Channel Weight Section Inertia (I) !iodulus (S) Gyration (r) Inertia (1) Modulus (5) Gyration (r) lbs. /ft. kg /m sq. in. cm in. cm in. cm in. cm in. cm in. cm in. cm B22 1.910 (2.84) .562 (3.62) .1912 (7.96) .2125 (3.48) .583 (1.48) .2399 (9.99) .2953 (4.84) .653 (1.66) B22A ' 3.820 (5.69) 1.124 (7.25) .9732 (40.51) .5989 (9.81) .931 (2.36) .4798 (19.97) .5905 (9.68) .653 (1.66) B22X 6.649 (9.89) 1.956 (12.62) 4.1484 (172.67) 1.7019 (27.89) 1.456 (3.70) 1.1023 (45.88) 1.2027 (19.71) .751 (1.91) Calculations of section properties are based on metal thicknesses as determined by the AISI Cold- Formed Steel Design Manual. 1 (41.3) 12 &Liri� 3 (82.5) tJnbraced Height In. mm Channel Style Max. Loaded@ C.C. Lbs. Colmnn Loading Loa Slot N Lbs. ' = .80 Max. Column Loading ed a Face K = .65 K = 1.0 N Lbs. N Lbs. (Loaded N @ C.(;.) K = 1.2 Lbs. N 12 (305) B22 B22A B22X 10454 21625 46948 (46502) (96193) (208835) 4276 7002 18975 (19120) (31146) (84405) 10598 21677 47061 (47142) (96424) (209338) 10222 21539 46761 (45470) (95810) (208003) 9950 21433 46531 (44260) (95339) (206980) 18 (457) B22 B22A B22X 9950 21433 46531 (44260) (95339) (206980) 4153 6959 18859 (18473) (30955) (83899) 10253 21551 46787 (45607) (95863) (208119) 9481 21239 46110 (42173) (94476) (205107) c 8955 21001 45593 (39834) (93417) (202808) 24 (609) B22 B22A B22X 9311 21164 45947 (41417) (94142) (204382) 3993 6898 18693 (17762) (30684) (84440) 9801 21373 46401 (43597) (95072) (206402) 8582 20819 45198 (38174) (92607) (201051) 7801 20397 44282 (34700) (90730) (196976) 30 (762) B22 ;' B22A B22X 8582 20819 45198 (38174), ` (92607) (201051) 3802 6821 ' 18485 (16912) (30341) (82225) 9268 21145 45906 (41226) (94057) (204200) 7601 20279 44026 (33811) (90205) (195837) 6595 19619. 42593 (29336) (87269) (189463) 36 (914) B22 B22A B22X 7801 20397 44282 (34700) (90730) (196976) '3589 18233 (15964) (29927) (81104) 8676 20866 45300 (38593) (92816) (201504) 6595 19619 42593 (28336) (87269) (189463) 5392 18669 40530 (23985) (83044) (180286) 42 ' (1:067) 1322 1322A. B22X 6998 19898 43198 (31128) (88511) (192154) 3360 6620 17940? (14946) (29447) (79801) 8048 20537 44586 (35799) (91353) (198328) 5595 18840 40901 (24888) (83804) (181937) 4444 17546 38092 (19768) (78048) (169441) 48 (1219) B22 B22A B22X 6193 19322 41948 (27548) (85948) (186594) 3118 6496 17604 (13869) (28895) (78306) 7401 20157 43761 (32921) "(89663) (194568) 4718 17940 38948 (20987) (79801) (173254) 3791 16251 35281 (16863) (72288) (156938) 54 (1371) 1322 B22A B22X 5392 18669 40530 (239 (83044) : (180286) ` 2864 `6263 ` 16973 (12740) (27859) (75499) 6746 19276 42825 (30008) (87745) (190495), 4090 16920 36733 (18193) (75264) (163396) 3310 14782 32092 (14723) (65753) (142752) 60 (1524) B22 B22A B22X 4718 17940 38948 (20987) (79801) (173249) 2631 5340 14471 (11703) (23753) (64370) 6093 19244 41779 (27103) (85601) (185842) 3616 15781 34260 (16085) (70197) (152396) 2936 13141 28529 (13060) (58454) (126903) 66 (1676) B22 B22A B22X . 4202 17134 37198 (18691) (76216) ; (165465) 2434 4587 '= 12431. (10827) (20404) (55296) 5441 18712 40624 (24203) (83235) (180704) 3242 14521 31525 (14421) (64592) (140230) 2634 11328 24593 (11716) ' (50389) (109395) 72 (1829) B22 B22A B22X 3791 16251 35281 (16863) (72288) (156938) 2264 3968 10753 (10071) (17650) (47832) 4869 18129 39358 (21658) (80642) (175073) 2936 13141 28529 (13060) (58454) (126903) 2381 9524 20676 (10591) (42365) (91971) 78 (1981) B22 B22A ,B22X 3456 15291 33197 (15373) (68018) (147667) 2116 3456 9366 (9412) ` (15373) (41662) 4412 17496 37984 (19625) (77826) (168961) 2680 11642 25275 (11921) (51786) ° (112429) 2166 8115 ' 17617 (9635) (36097) (78364) 84 (2133) B22 B22A B22X 3176 14255 30947 (14127) (63409) (137659) 1984 3028 8206 (8825) (13469) (36502) 4037 16812 36499 (17957) (74783) (162355) 2461 10076 21875 (10947) (44820) (97305) 1980 6998 15192 (8807) (31128) (67577) 90 (2286) B22 B22A B22X 2936 13141 28529 (13060) (58454) (126903) 1867 2667 7227 (8305) (11863) (32147) 3724 16077 34903 (16565) (71514) (155256) 2270 8778 19057 (10097) (39046) (84770) 1816 6096 13234 (8078) (27116) (58868) 96 (2438) B22 B22A B22X 2728 11951 25945 (16583) (53160) (115409) 1761 (7833) 2359 (10493) 6393 (28437) 3456 15291 33197 (15373) (68018) (147667) 2101 7715 16749 (9346) (34318) (74503) 1671 5357 11630 (7433) (23829) (51733) 102 (2591) B22 B22A B22X 2545 10678 23182 (11321) (47498) (103118) 1664 (7402) 2093 (9310) 5672 (25230) 3225 14455 31382 (14345) (64299). (139594) 1951 6834 14836 (8678) (30399) (65994) 1542 ** 4746 10303 (6343) (21111) (45830), 108 (2743) B22 B22A B22X 2381 9524 20676 (10591) (42365) (91971) 1575 (7006) 1867 (8305) 5059 (22503) 3022 13568 29456 (13442) (60353) (131027) 1816 6096 13234 (8078) (27116) (58868) 1426 ** 4233 9190 (68599) (18829) (40879) 114 (2895) B22 B22A B22X 2234 8548 18558 (9937) (38023) (82550) 1494 (6645) 1675 (7451) 4539 (20190) 2842 12630 27420 (12642) (56181) (121970) 1694 5471 11877 (7535) (24336) (52831) 1322 ** 3799 ** 8247 (5880) (16899) (36684) 120 (3048) B22 • B22A B22X 2101 7715 16749 (9346) (34318) (74503) 1418 (6307) 1512 (6726) 4097 (18224) 2680 11642 25275 (11921) (51786) (112429) 1583 ** 4937 10718 (7041) (21961) (47676) 1228 ** 3429 ** 7444 (5462) (15253) (33112) B22 COLUMN LOADING DATA t * *Where the slenderness ra o KL exceeds 200, and K = end fixity factor, L = actual length and r = radius of gyration. Reference page 14 for general fitting and standard finish specifications. )3 COOPER B -Line Nominal Anchor Diameter Embedment Depth h (in.) Concrete Compressive Strength' fc = 2,500 psi fc = 3,000 psi f c = 4,000 psi fc = 6,000 psi Carbon steel Stainless steel Carbon steel Stainless steel Carbon steel Stainless steel Carbon steel Stainless steel 3/8 2 1,006 1,037 1,102 1,136 1,273 1,312 1,559 1,607 1/2 2 1,065 1,212 1,167 1,328 1,348 1,533 1,651 1,878 31/4 2,178 2,207 2,386 2,418 2,755 2,792 3,375 3,419 5/8 31/8 2,081 2,081 2,280 2,280 2,632 2,632 3,224 3,224 4 3,014 2,588 3,301 2,835 3,812 3,274 4,669 4,010 3/4 3 3/4 2,736 3,594 2,997 3,937 3,460 4,546 4,238 5,568 4 3/4 3,900 3,900 4,272 4,272 4,933 4,933 6,042 6,042 1 Nominal Allowable Steel Capacity, Seismic Shear Anchor Diameter Carbon Steel Stainless Steel 3/8 999 1,252 1/2 2,839 3,049 5/8 4,678 5,245 3/4 6,313 6,477 Page 11 of 14 ESR -1917 TABLE 9 -KB -TZ CARBON AND STAINLESS STEEL ALLOWABLE SEISMIC TENSION (ASD), NORMAL - WEIGHT CRACKED CONCRETE, CONDITION B (pounds) For SI: 1 lbf = 4.45 N, 1 psi = 0.00689 MPa For pound -inch units: mm = O.uiaii inches 'Values are for single anchors with no edge distance or spacing reduction. For other cases, calculation of Rd as per ACI 318 -05 and conversion to ASD in accordance with Section 4.2.1 Eq. (5) is required. 2 Values are for normal weight concrete. For sand - lightweight concrete, multiply values by 0.60. 3 Condition B applies where supplementary reinforcement in conformance with ACI 318 -05 Section D.4.4 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. TABLE 10 -KB -TZ CARBON AND STAINLESS STEEL ALLOWABLE SEISMIC SHEAR LOAD (ASD), (pounds) For SI: 1 lbf = 4.45 N 'Values are for single anchors with no edge distance or spacing reduction due to concrete failure. 1 `I May 2, 2008 Joe Wolf 5005 Third Avenue S Seattle, WA 98134 RE: Letter of Incomplete Application # 1 Development Permit Application D08 -244 Microsoft — 3355 South 120 Place Dear Mr. Wolf, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on April 30, 2008 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the following comments. 1. Revise plan note to show compliance with the 2006 building codes. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) 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. Revisions must be made in person and will not be accepted throw!: the mail or by a messen2er service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, Brenda Holt Permit Coordinator Enclosures File: D08 -244 • city of Tukwila Department of Community Development Jack Pace, Director P:\Permit Center\lncomplete Letters\2008\D08 -244 Incomplete Ltr # 1.DOC jem Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: D08 -244 DATE: 05 - - PROJECT NAME: MICROSOFT SITE ADDRESS: 3355 S 120 PL Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPARTMENTS: vi-_,/ Bull g DfJ'ision �`� Public Works n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY 4/ PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n d Structural Review Required n Planning Division ❑ Permit Coordinator DUE DATE: 05-08-08 Not Applicable No further Review Required DATE: DATE: n n DUE DATE: 06-05-08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -244 PROJECT NAME: MICROSOFT SITE ADDRESS: 3355 S 120 PL X Original Plan Submittal Response to Correction Letter # DATE: 04 -30 -08 Response to Incomplete Letter # Revision # After Permit Issued DEPART ENTS: Bui ng Division Public Works Complete ❑ Documents/routing slip.doc 2 -28-02 PLAN WONG SLIP APPROVALS OR CORRECTIONS: Fire Prevention yi Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete u Planning Division Li Permit Coordinator n DUE DATE: 05 -01 -08 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: � 1 TUES/THURS ROUTING: Please Route ❑ Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 05 -29 -08 Approved n Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 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 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: Response to Incomplete Letter # I Response to Correction Letter # Received at the City of Tukwila Permit Center by: t E( Entered in Permits Plus on r / /09 \applicatlons\forms- applications on Iine\rcvision submittal Created: 8 -13 -2004 Revised: tx I tipl- - Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CITv OF Tt IMNI[ 6 ❑ Revision # after Permit is Issued MAY 0 7 2008 ❑ Revision requested by a City Building Inspector or Plans Examiner PERMIT BEN Ti h Project Name: \ C r N\ X O rm i I(\Q.S PnetcS Project Address: 03 P l Contact Person: "O e ,-A , p Phone Number: a o (.D - r 1 to ^ 3 S3 U Summary of Revision: pdOtQ C (C Vl� ✓ &cO \p Cock LS. Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision License Information License MCKINE *982KG Licensee Name MCKINSTRY ELECTRIC Licensee Type ELECTRICAL CONTRACTOR UBI 602198837 Ind. Ins. Account Id PARTNER/MEMBER Business Type LIMITED LIABILITY COMPANY Address 1 PO BOX 24567 Address 2 City SEATTLE County KING State WA Zip 98124 Phone 2067623311 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 5/7/2002 Expiration Date 5/8/2010 Suspend Date Separation Date Parent Company FACILITY ELECTRICAL SRVCS LLC Previous License Next License Associated License ZEHNER *962CJ Business Owner Information Name Role Effective Date Expiration Date BLACK, STEPHEN PARTNER/MEMBER 05/07/2002 ALLEN, DEAN C PARTNER/MEMBER 05/07/2002 MOORE, DOUGLAS Look Up a Contractor, Electrician or Plumber License Detail Washington State Department of Labor and Industries Electrical Contractor A business licensed by L &I to contract electrical work within the scope of its specialty. Electrical Contractors must maintain a surety bond or assignment of savings account. They also must have a designated Electrical Administrator or Master Electrician who is a member of the firm or a full -time supervisory employee. Master Electrician Information License Name Status ZEHNER *962CJ ZEHNER, RICK A ACTIVE S Page 1 of 2 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= MCKINE *982KG 05/20/2008 12 R( X-,e V' '' '-' ''"'i ,-''f X0;.. - ' C . 4:te ,- x .-:4-:._.t- A444- -r..fx.A=z - .: . () CBNT () CBNT ' .. '1 C- - .1 t c D o , QLe; ,-- elXZ4L,',,‘ 'V.0, : .',$ , • , , . ',,', :' :.q; i'-'.F.40, , „ ,, , ....:--,--, ,„„...._.:. .,,,, • ,,, ; : • „I. .?? : r- • -.1 4j- : ! • \ • • ; , .r. • , r , v - • 4 •.. , • : _ T- 1 CO ,, . ,..-...- ,, .,-...- .e-.. SIM TV P BASE 1 2 BRACE S L DMX-3 EQUIPMENT CABINETS (BOLT CABINETS TOGETHER AT TOP PER MANUFACTURER SPECIFICATIONS) CABINET BASE FRAME & CONNECTION BY OTHERS (E) RAISED FLOOR RAISED FLOOR PEDESTALS NOT SHOWN TRANSVERSE BRACE NOT SHOWN SIMILAR TO LONG BRACE PARTIAL PLAN 2ND FLOOR (N) EQUIPMENT ANCHORAGE CABINET CLUSTER (E) 2ND FLOOR CONC. SLAB MIN 6" THK_ VLF_ • CABINET S ANCHORAGE I /1322 STIFFENER W/(2)SC228 CLIP L \\ ASSEMBLIES 1± © 12 0.C. MAX_ 2'-6" B22 CHANNEL 2'-6" B22 BRACE SUPPORT BASE FRAMING PLAN TRANSVERSE BRACE NOT SHOWN B335-2-5/8 ADJUSTABLE HINGE AT SLAB 5/8"0x4" EMBED HILT! KB-fl WEDGE ANCHOR OR EQUAL, TYP., U.N.O. 1 1, ,if t I _, i , -..- . ...•., - _9 z: . ... i... zoti - ' , ' :,.: 1 , r I .4!....'1 ; L 1 . ■ , „ "..:..'..„.._.„.. _ ....., . , _.., 77 ----- - ■ , -,, 1 1 1 '4 -, i --; - - ' ' . V 1 -■ . I _ 4.,_,..... ' 71 ! ,11 - 11 .. e :7.- -ff------1. 1-- • " .-1-, L...4 H `,'■• „ , . A --13 ; , ; ,.... A. : :., \,/ ; : ,,,,„, .; „,-,,. ..„.„,,,,,......,....„- .,. ,,,_,.. T _L.: ,,,,,,,,,,, .,, , . -..! T . 4 , -..1.- = .=--z- , 4,., - , 4 13. , ,,„. \ , , ,.„ : i 1 - ,, _ = if ‘1 -.- 7 .-1 , , i --- i ‘ ',, %_, ...!......11 ' 1 ;;:',t ' ' ' 1 4 A 'cr- . ' „ 1 , ,.! -+ '---i- .-,,--J -,.: „ , : - - 4=11; , COUPLER NUT B655-5/8 I K. 5/80 ATR B22 STIFFENER COUPLER NUT B655-5/8 SCALE : X1OXX - 8111SCALE: 12 - FLOOR-JAG z*--1--- „:. , i ; ',..,:. - , ; - ::i. , ir'', . --,._,L ..---, ; , --._... ' , . . . - ' ' . • - :-..-r.:,-,,,, -;.--' .i' i P.: • - ---: -...i,-- (03A1_50_FWQRL •) AMEf N .J1 et, ; --- 9 '± ••-; 1".'* • CI 17 I • ".■ ; • Ii • •■•14. =Oa - DIMSCALE 128 - 2'-cr 3 CABINET CLUSTER PLUS 5 FUTURE CABINETS SHOWN SCALE : 3/32'=V-0" .DWG SCALE : 3/4"=1'-0" DOOX 0111SCALE 16 - CABINLIAIC 2"-6" • L. iL_ L i . 'Tr• • (E) RAISED ACCESS FLOOR PANELS CONT. B-UNE B22 EA. SIDE OF EQUIPMENT UNE-UPS B-UNE B337 THREE HOLE TEE GUSSET PLATE 2 B22 BRACE "B" LINE B22 CHANNEL ALL AROUND FRAME (TYR) (BENEATH RAISED FLOOR). SEE NOTE 2. • ' I - I 1 • I I • .-". _ • n _ •••■•••■•■•••••• •,. .....1 , ,. , • - , . .../ , • .■,,-,1 5. T.L. , i'''''' • i 1 : , ! 1 . . . i . . '-'- = 4 . ' I ,I. ; -1 .7 - 71 - .. .. ri . . I _...i.\\ , • • , , C.-.__, '' . -yr • ', Z ' • r • _ . _ „.„4.. _ .,; . .' •'N . 4 , ,,,...., H : .. .,..• -,; ..; 11 Iri. .,•:4_,I . ,} . /1 --,. : :. ..,../L • N. 'fl.: . 1,4' • ...... , "---i--; ' ! I " ,4__, ,.!-'-. !!'!!,,,,,.., i 2 1 .-r . • , ... ! ' : --' __4 .! nr ,?,..24._ ! , ,i ;t1 :,. \ , ,,e;:fs.i L , i / „ 7 , ,f- 1 - 1 ,'„,„ Lri ,,, ,i. •-,,, N. ....„ 1 , ) , _ 4 • 4 • i .-. -- . 7 !, '-,, , --e-,ekire• . - "'N../ '. =',/ - N: ' ! ' ..t.i.....t :SSA. • . l . • , j. ../.. i i 2'-6" CONNECTION DETAIL CABINET OUTLINE SEE NOTE 1 2'-6" NOTES: 1. CONNECT CABINETS AT TOP PER MFR. SPECS 2. CONNECT RAISED FLOOR PANELS TO FRAMING W/# 12 SCREWS @ 6" O.C. B-LINE B22 DIAGONAL BRACE B-LINE B335-2-1/2 THREE HOLE ADJUSTABLE HINGE 5/80 THREADED ROD W/ 13202-1 FLAT PLATE WASHER & CHANNEL NUT AT LOCATIONS SHOWN AS " X" ON 2/- W/ B22 CHANNEL STIIFENER PER 3/- SCALE : 1"=1'-0" )CCOOC - 8114SCALE: 12 - DUAL 9-D1VG "B22 BRACE" DENOTES B22 DIAGONAL BRACE BENEATH RAISED FLOOR ORIENTED IN DIRECTION SHOWN (9 BRACES TOTAL) SEC: " X" DENOTES 5/80 ANCHOR ROD W/ B22 ROD STIFFENER BENEATH RAISED FLOOR (18 LOCATIONS TOTAL) SEE I PURPOSE 1. TO PROVIDE STRUCTURAL DETAILS NECESSARY FOR EQUIPMENT ANCHORAGE AND CABLE RACK SUPPORT AT THE 2ND FLOOR MSN CANYON PARK DATA CENTER II DESIGN CRITERIA 1. - 2006 ITION OF THE WASHINGTON STATE BUILDING CODE MIC LOADS: 2. DEAD LOADS: EQUIPMENT CABINETS - 2500 LBS MAXIMUM EQUIPMENT + CABINET WEIGHT III GENERAL. 1. ALL MATERIALS AND REQUIREMENTS OF ALL LOCAL CITY AND SEISMIC SITE CLASS = D SHORT PERIOD ACCELERATION Ss = 1_42g SEISMIC IMPORTANCE FACTOR l =1.25 (SPECIFIED FOR ENHANCED PERFORMANCE) op = 1.0 Rp = 2.5 Rp = 1_5 FOR SHALLOW ANCHORS SHALL BE OF A QUALITf COMPATIBLE WITFI THE N OF THE WASHINGTON STATE BUILDING CODE AND NANCES, WFIICHEVER MAY APPLY. 2. ALL WORK SHOWN ON THESE DRAWINGS IS NEW UNLESS NOTED EXISTING (E). 9. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WELDING NEAR WOOD OR OTHER FLAMMABLE MATERIALS. IV SUBMITTALS: A. MANUFACTURERS CATALOG DATA, TOGETHER WITH I.C.C. CERTIFIED TEST DATA, FOR ANY PROPRIETARY PRODUCT PROPOSED AS A SUBSTITUTE FOR SPECIFIED MATERIALS 2_ REVIEW OF SUBMITTALS BY THE STRUCTURAL ENGINEER IS ONLY FOR GENERAL CONFORMANCE WITH DESIGN INTENT. REVIEW OF THE DRAW NGS DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR COMPLETING THE WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. GENERAL STRUCTURAL NOTES 3. THE CONDITIONS SHOWN FOR EXISTING CONSTRUCTION REFLECT INFORMATION SHOWN ON THE ORIGINAL CONSTRUCTION DRAWINGS AND DRAWINGS DESCRIBING SUBSEQUENT BUILDING IMPROVEMENTS. THE CON TRACTOR SHALL REFER TO ALL AVAILABLE DRAWINGS AND FIELD OBSERVATIONS FOR VERIFICATION OF EXISTING CONDITIONS AS REQUIRED. 4_ THE CONTRACTOR SHALL VERIFY ALL CONTROLUNG FIELD DIMENSIONS AND CONDITIONS BEFORE THE START OF ANY CONSTRUCTION, ORDERING OR FABRICATING ANY MATERIAL ANY DISCREPANCIES BETWEEN THE CONDITIONS FOUND AND THOSE SHOWN ON THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER FOR CLARIFICATION BEFORE WORK PROCEEDS_ 5. ALL OMISSION AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER BEFORE PROCEEDING WITH ANY WORK SO INVOLVED. 6. IT SHALL BE THE CONTRACTORS SOLE RESPONSIBIU TY TO DESIGN AND PROVIDE ADEQUATE SHORING, BRACING, FORMWORK, ETC., AS REQUIRED FOR THE PROTECTION OF UFE AND PROPERTY DURING CONSTRUCTION, AND TO HOLD ALL NEW OR REVISED ELEMENTS IN PLACE UNTIL ANAL SUPPORT CONDITIONS ARE COMPLETED. 7. THE CONTRACTOR SHALL PROTECT ALL PIPES, DUCTS, ARCHITECTURAL FINISHES, AND UTILITIES FROM DAMAGE DURING CONSTRUCTION AND RESTORE ALL DAMAGED ITEMS TO ORIGINAL CONDITION, UNLESS NOTED OTHERWISE 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEM FROM DAMAGE THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OF THIS WORK. 10. THE CONTRACTOR IS RESPONSIBLE TO FURNISH AND MAINTAIN NECESSARY BARRICADES, COVERINGS OR OTFIER PROTECTIVE DEVICES AS NEEDED TO PROTECT EQUIPMENT, ADJACENT SURFACES AND MEET SAFETY REQUIREMENTS. THE CONTRACTOR SHALL REMOVE THESE MATERIALS ONCE THE PROJECT HAS BEEN COMPLETED. 11. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS FOR SIMILAR WORK. THE CONTRACTOR SHALL CONFIRM THE USE OF SIMILAR DETAILS WITH THE STRUCTURAL ENGINEER PRIOR TO COMMENCEMENT OF THE WORK. 12_ THE CONTRACTOR SHALL REVIEW THE EMSTING CONDITIONS PRIOR TO THE START OF WORK AND DURING THE COURSE OF CONSTRUCTION TO DETERMINE THE PRESENCE, IF ANY, OF ASBESTOS OR OTHER HAZARDOUS MATERIALS. IF DISCOVERED, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER AND TAKE APPROPRIATE PRECAUTIONARY MEASURE TO CONTAIN HAZARDOUS MATERIALS UNTIL THE OWNER CAN DEVELOP AN APPROPRIATE DISPOSITION PLAN. 1. PRIOR TO PROCEEDING WITH THE WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING TO THE STRUCTURAL ENGINEER FOR REVIEW: SEPARATE PERMIT REQUIRED FOR WitMectlanhxd Sectrical le Plumbing g Gas Piping City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE I APPROVED MI 1 6 29O 1 Of Tukwila BUILDING DIASION t4o changes shall be made to the score of Work Without ptiot approval ot "Tukwila Building Division. %MEI Revisions Wilt require a new plan submits% and maY include addtional plan review tees. V EXPANSION A\1CHORS: 1. ALL CONCRETE ANCHORS AND DOWELS SHALL BE INSTALLED WITH PROPER TOOLS AND PROCEDURES IN STRICT ACCORDANCE WITH A F TU ERS RECOMMENDATIONS. 2. CONCRETE EXPANSION ANCHORS SHALL BE HILTI KB-TZ WEDGE ANCHORS. INSTALL PER ICC REPORT ESR-1917. 3. SUBSTITUTIONS SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. VI STRUCTURAL STEEL: 1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) PUBLICATION 'SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL BUILDINGS". 2. AT CONTRACTORS OPTION, SHEAR TABS FOR STEEL BEAMS MAY BE FIELD WELDED TO BEAM WEBS TO FACIU TATE ERECTION. 3_ COMPLETE WELDING PROCEDURE SHALL BE SUBMI F I LU TO AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD AND THE BUILDING DEPARTMENT BEFORE ANY WELDING IS COMMENCED. 4. STRUCTURAL STEEL SHALL BE AS FOLLOWS: BEAMS AND COLUMNS A A TM A GRADE 50 OR ASTM A992 GUSSET PLATE ANGLES ASTM A36 CHANNELS ASTM A36 TUBE STEEL ASTM A500 (GRADE B) CONTINUITY PLATES ASTM A572 (GRADE 50) BASE PLATES (LESS THAN 4" THK.) ASTM A572 (GRADE 50) BASE PLATES (GREATER THAN 4" THK.) ASTM A572 (GRADE 42) MISC. PLATES ASTM A36 PIPE COLUMNS A A s S Tm TM A A 3 5 6 3 TYP 'E' OR TYPE 'S' (GRADE B) STIFFENER/SHEAR PLATES 5. FABRICATE STRUCTURAL STEEL MEMBERS IN ACCORDANCE WITH AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS AND AISC CODE OF STANDARD PRACTICE. 6. FABRICATE STRUCTURAL ELEMENTS IN THE LARGEST SECTIONS PRACTICAL, CONSIDERING TRANSPORT AND ERECTION REQUIREMENTS. 7. ALL WELDING SHALL BE PERFORMED UNDER A PRE-QUALIFIED OR QUALIFIED BY TEST WELDING PROCEDURE, PER AWS 01.1. SUBMIT WRITTEN WELDING PROCEDURES FOR EACH CLASS OF WELD (POSITION, PROCESS, MATERIAL TYPE, FILLER METAL TYPE, JOINT PREPARATION, PRE-HEAT, POST-HEAT AND THICKNESS) FOR BOTH PRE-QUAUF1ED AND QUALIFIED BY TEST PROCEDURES AS PER AWS D1.1_ FOR QUALIFIED BY TEST PROCEDURES, SUBMIT TEST DATA AS PER AWS D1.1. 8. ALL BOLT HOLES IN STEEL SHALL BE 1/16 LARGER THAN THE NOMINAL BOLT DIAMETER UNLESS OTFIERWISE NOTED_ VII ERECTION OF STEEL: 1. ERECT STRUCTURAL STEEL IN ACCORDANCE WITH AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, AISC CODE OF STANDARD PRACTICE AND AISC SPECIFICATION FOR HIGH STRENGTH BOLTED CONNECI ION S. 2. MAKE PROVISION FOR ERECTION LOADS, AND FOR SUFFICIENT TEMPORARY BRACING TO MAINTAIN STRUCTURE SAFE, PLUMB, AND IN TRUE AUGNMENT UNTIL COMPLETION OF ERECTION AND INSTALLATION OF PERMANENT BRACING. 3. DO NOT FIELD CUT OR ALTER STRUCTURAL MEMBERS WITHOUT APPROVAL OF STRUCTURAL ENGINEER UNLESS SPECIFICALLY NOTED ON CONSTRUCTION DRAWINGS OR APPROVED SHOP DRAWINGS. 4. USE ASTM A307 BOLTS TYPICAL U.O.N. BOLTS SHALL BE INSTALLED AS "SNUG TIGHT" WITH THREADS EXCLUDED FROM THE SHEAR PLAN. 5. AFTER ERECTION, INSPECTION AND TESTING OF STEEL (EXCEPT GALVANIZED STEEL, OR STEEL TO BE IN CONTACT WITH OR EMBEDDED IN CONCRETE), PRIME WELDS, ABRASIONS, AND SURFACES NOT SHOP PRIMED, OR DAMAGED. USE A PRIMER COMPATIBLE WITH SHOP COAT. ERECTION TOLERANCES: 1_ MAXIMUM VARIATION FROM PLUMB: 1/8 INCH PER TEN FEET. 2. MAXIMUM OFFSET FROM TRUE AUGNMENT: 1/4 INCH. VIII AUXILIARY METAL FRAV1NG: 1. WHERE IDENTIFIEJ HEREIN, B- UNE FRAMING MEMBERS AND COMPONENTS SHALL BE MANUFACTURED BY COOPER B-LINE, INC., 509 WEST MONROE STREET, HIGHLAND, IL, 62249 (800-851-7415). 2. ALL COMPONENTS AND FITTINGS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. 3. ALL B-LINE MEMI3ERS AND FITTINGS SHALL HAVE A PRE-GALVANIZED FINISH. 4. ALL BOLTS, NUTS AND THREADED RODS FOR THE UNISTRUT METAL FRAMING SYSTEM SHALL HAVE AN ELECTRO-GALVANIZED FINISH. 5. ALL NEW AUXILIARY FRAMING CHANNELS SHALL BE SPUCED IN ACCORDANCE WITH THE DETAILS TO PROVIDE CONTINUOUS MEMBERS UNLESS OTHERWISE NOTED. 6_ ALL HEX NUT FASTENERS SHALL BE TIGHTENED WITH THE FOLLOWING TORQUE VALUES USING A PROPERLY CALIBRATED TORQUE WRENCH: IX SPECIAL I\SPECTION: 1. SPECIAL INSPECTION 1701 AND 1702 OF UNLESS SPECIACALL 5/16-18 FASTENERS = 11 FT-LBS 1/2" -13 FASTENERS = 50 FT-LBS 5/8- -11 FASTENERS: = 100 FT-LBS AND OBSERVATIO E 2006 WASHING 10 RECEIVED CITY OF TUKWILA MAY 0 7 2008 PERMIT CENTER SHALL BE PERFORMED IN ACCORDANCE WITH SECTION N BUILDING CODE, AND IS REQUIRED FOR THE FOLLOWING 1.1. EXPANSION/EPDXY BOLTS IN CONCRETE AND MASONRY. 2. ALL WELDERS SHALL BEAR CURRENT QUALIFICATION CERTIFICATES FOR THE MATERIAL, WELDING POSITIONS, AND WELDING PROCESSES EMPLOYED IN THE WORK. CERTIFICATES FOR EACH WELDER SHALL BE CHECKED BY THE WELDING INSPECTOR PRIOR TO WELDING_ 3. WELDING INSPECTORS SHALL BE QUALIFIED FOR THE METHODS EMPLOYED IN THE WORK AS PER ASNT AND AWS 01.1 REQUIREMENTS. 4. THE SPECIAL INSPECTOR SHALL BRING ALL DISCREPANCIES IMMEDIATELY TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF NOT CORRECTED TO THE SATISFACTION OF THE INSPECTOR, THE DISCREPANCIES SHALL BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE STRUCTURAL ENGINEER AND DUILDING OFFICIAL 5. THE SPECIAL INSPECTOR SHALL FURNISH TIMELY INSPECTION REPORTS TO THE STRUCTURAL ENGINEER, THE OWNER, AND THE BUILDING OFFICIAL FOR REVIEW AND ACCEPTANCE. THE INSPECTOR SHALL ALSO SUDMIT A ANAL REPORT, SIGNED BY HIMSELF STATING WHETHER THE WORK REQUIRING INSPECTION WAS IN CONFORMANCE WI THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL WORK WHICH IS DETERMINED BY TESTING AND INSPECTION NOT TO COMPLY WITH SPECIFIED STANDARDS. FILE Permit No. Piar review approval is subject to errors and onessions. Approval of construction documents does not authorize the violation of any adopted code or ordnance. Receipt of approved Copy and City of Tukwila Irk It 24•■■ •••a• atoe.•••• • uIJ LoivioruN DRAWI I\DEX S1.1 STRUCTURAL NOTES, PLANS & DETAILS S3.1 PAR11AL 2ND FLOOR LIGHTING PLAN (FOR REFERENCE ONLY) INCOMPLETE LTR#____L„ Dn..- 214 No. 3355 S. 120TH PLACE TUKWILA, WA 98168 0 05-06-08 Design Dote Date 04-15-08 Drown TCE Checked Project No. TK5 DATA CENTER Issues / Revisions Complete Project Solutions, Inc. 3480 BUSKIRK AVENUE, SUITE 105 PLEASANT HILL, CA 94523 (925) 946-1696 PHONE (925) 407-8353 FAX www.PSUSAINC.com 05/06/2008 Iternol Project No. EXPIRES AREA E AREA D AREA C Description FOR PERMIT PLAN CHECK RESPONSE instry le Of Your Building Design Team 0 Key Plan CA) , 01 Sheet Title Si AREA B AREA A Bar Code SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 9 1-800-669-6223 www.mckinstry.com • PHASE III DMX EQUIPMENT 2ND FLOOR - 44 AREA OF WORK STRUCTURAL NOTES, PLANS & DETAILS Sheet Title 1 = '' �liL SJ L....- '<r-- I -> J I ��` � Imo - �I —' <-,1 I. — • i -- I ly�l 1_- I >< I■ L�' I I�'� I. 121 L-- L J I —'u TK5 DATA CENTER 3355 S. 120TH PLACE TU KWI L.A, WA 98168 Issues / Revisions No. Date Description . -- --__ ._ I I i i�`li �Mi Mil/MINI i d ( _ -1�� -�� ■�� —� immalIiiirmil [ �� .� -..__. .___• -_ HIA -5. -•_.. `T'^' 1H1E- - - H1D -3� -3I 111111 ■- , I . __- - - yl ■I- 'I - tH2A- i e �_. - L=�I� -: � - I{2E -. _ F I � T F12D 3. � 'H�8 \ -1 - � - G h 'H2 � � g X111 DU► DU 1H1D -5b C 1C-- 5c 1H1B_1iI �,• 1�H1E � `'` 5c 1H1Ca � 1 A � T l►��I ►� ._��1 I II i� r i;4 1H1E- - j MN= 111 r or 7 III Mii MEM= 1111 H1A - I 1HIE- MI= LAE.- - ■ afl E l= �� I■ 4 f12A 1 e ►H2E -.' :H 1!L - -3 .. 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