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Permit D12-248 - SABEY - SDC 42 GENERATOR A
SABEY SDC42 GENERATOR A 3355 S 120 PL D12-248 City of4ukwila 1 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.TukwilaWA.gov Parcel No.: 1023049082 Address: 3355 S 120 PL TUKW Suite No: Project Name: SABEY - SDC 42 GENERATOR A DEVELOPMENT PERMIT Permit Number: D12-248 Issue Date: 08/13/2012 Permit Expires,On: 02/09/2013 Owner: Name: SABEY CORPORATION Address: 12201 TUKWILA INTL BLVD , 4TH FLOOR 98168 Contact Person: Name: GLENN PARRY Phone: 206 - 730 -4983 Address: 12201 TUKWILA INTERNATIONAL BL, 4TH FLOOR , TUKWILA WA 98168 Contractor: Name: SABEY CONSTRUCTION INC. Phone: (206)281 -4200 Address: 12201 TUKWILA INTERNATIONAL BLVD , SEATTLE WA 98168-5121 Contractor License No: SABEYCI033KM Expiration Date: 01/12/2013 Lender: Name: Address: 4194fC--( Ow►Pvkii2rvot4 NA -tvavu w orii, ►SL- DESCRIPTION OF WORK: INSTALLATION OF A NEW 2.5 MEGAWATT GENERATOR. WORK TO INCLUDE INSTALLATION OF A NEW EXHAUST PIPE AT THE EXTERIOR UP TO ABOVE THE ROOF LINE. INSTALL SOUND TRAPS AT EXISTING LOUVER AND INTAKE OPENING. INSTALL WIRING FROM GENERATOR TO EXISTING ELECTRICAL EQUIPMENT. Value of Construction: $145,000.00 Fees Collected: $3,045.70 Type of Fire Protection: International Building Code Edition: 2009 Type of Construction: I -A Occupancy per IBC: 0008 Electrical Service Provided by: SEATTLE CITY LIGHT * *continued on next page ** doc: IBC -7/10 D12 -248 Printed: 08 -13 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: 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: Number: 0 Size (Inches): 0 Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N Private: Profit: N Private: Permit Center Authorized Signature: I 1 > l L l?. Date: Public: Non - Profit: N Public: 1 I hereby certify that I have read and =x- ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie •i with, whether specified herein or not. The granting of this permit does not pr construction or the performance of wo to this permit. Signature: e to give authority to violate or cancel the provisions of any other state or local laws regulating am autho ' - • t • sign and obtain this development permit and agree to the conditions attached Date: Print Name: 6Z6Jf/// / !9122 This permit shall become null and void if the work 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. PERMIT CONDITIONS: 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: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 7: When special inspection is required, either the owner or the registered design professional in responsible charge, doc: IBC -7/10 D12 -248 Printed: 08 -13 -2012 shall employ a special inspection agency and/Ivy Building Official of the appointment p to the first building inspection. The special inspector sha h inspection reports to the Building OfficWn a timely manner. 8: 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. 9: 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. 10: 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. 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: 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). 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 14: 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. doc: IBC -7/10 D12 -248 Printed: 08 -13 -2012 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov CONSTRUCTION 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 ** King Co Assessor's Tax No.: 1023049082 Site Address: 3355 S120 PL Tukwila Tenant Name: SDC 42 Generator "A" 1r' " , >u z tip. `a* e i " Name: Sabey Corporation Address: 12201 Tukwila Intl. Blvd 4th floor City: Seattle State: Wa zip: 98168 Name: Glenn Parry Address: 12201 Tukwila Intl. Blvd. 4th floor City: Seattle State: Wa Zip: 98168 Phone: (206) 730 -4983 Fax: (206) 281 -0920 Email: glennp @sabey.com GE:*4tr T1T Company Name: Sabey Construction Address: 12201 Tukwila Intl. Blvd 4th floor City: Seattle State: Wa. Zip: 98168 Phone: (206) 281 -4200 Fax: (206) 281 -0920 Contr Reg No.: SABEYCI033KM Exp Date: 01/12/2013 Tukwila Business License No.: BUS - 012122 H'. \Applications \Forms - Applications On Line \2011 Applications \Permit Application Revised- 8 -9 -11. docx Revised, August 2011 bh Suite Number: 120 Floor: 1 New Tenant: ❑ Yes 1..No • Company Name: Callison Architect Name: Bob Winfrey Address: 1420 5th Ave Suite #2400 City: Seattle State: Wa Zip: 98101 Phone: (206) 623 -4646 Fax: (206) 623 -4625 Email: bob.winfrey @callison.com LENDERIBOND ISSiiJ D" (r quit d f or projects 4;5;000 or greaterperkR@ Name: gok ob-y, Address: City: State: Zip: Page 1 of 4 Company Name: Engineers- Northwest Engineer Name: Daniel Lake Address: 9725 3rd Ave NE Suite 207 City: Seattle State: Wa Zip: 98115 Phone: (206) 525 -7560 Fax: (206) 522 -6698 Email: danl @engineersnw.com LENDERIBOND ISSiiJ D" (r quit d f or projects 4;5;000 or greaterperkR@ Name: gok ob-y, Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION -206 -431 -3670 Valuation of Project (contractor's bid price): $ 145,000 Existing Building Valuation: $ 50,000,000 Describe the scope of work (please provide detailed information): Installation of a new 2.5 megawatt generator. Work to include installation of a new exhaust pipe at the exterior up to above the roof line. Install sound traps at existing louver and intake opening. Install wiring from generator to existing electrical equipment. Will there be new rack storage? ❑ Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 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 ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers w_ Automatic Fire Alarm ❑ None ❑ Other (specify) AO 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. H:\Applications \Forms - Applications On Line\2011 Applications\Permit Application Revised- 8.9 -11. docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 15t Floor 188,222 4,480 0 0 1 -A H3 2 "d Floor 188,222 0 0 0 1 -A B 3rd Floor 188,222 0 0 0 1 -A B Floors thru 'Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck, Uncovered Deck 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 ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers w_ Automatic Fire Alarm ❑ None ❑ Other (specify) AO 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. H:\Applications \Forms - Applications On Line\2011 Applications\Permit Application Revised- 8.9 -11. docx Revised: August 2011 bh Page 2 of 4 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 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). 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 OWNER OR AUTH9 ZEI AGENT: Signature: Print Name: Glenn Parry Mailing Address: 12201 Tukwila Intl Blvd H. \Applications \Forms - Applications On Line \2011 Applications \Pernit Application Revised- 8- 9- 11.docx Revised' August 2011 hh Day Telephone: Seattle City Date: (206) 730 -4983 Wa 98168 State Zip Page 4 of 4 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.TukwilaWA.gov RECEIPT Parcel No.: 1023049082 Permit Number: D12-248 Address: 3355 S 120 PL TUKW Status: APPROVED Suite No: Applied Date: 07/27/2012 Applicant: SABEY - SDC 42 GENERATOR A Issue Date: Receipt No.: R12 -02335 Initials: JEM User ID: 1165 Payment Amount: $1,847.65 Payment Date: 08/13/2012 12:33 PM Balance: $0.00 Payee: INTERNATIONAL GATEWAY EAST LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 5002784 1,847.65 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 640.237.114 Total: $1,847.65 1,843.15 4.50 doc: Receipt-06 Printed: 08 -13 -2012 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206 -431 -3665 Web site: http: / /www.Tukwila WA.gov Parcel No.: 1023049082 Address: 3355 S 120 PL TUKW Suite No: Applicant: SDC 42 GENERATOR A RECEIPT Permit Number: D12-248 Status: PENDING Applied Date: 07/27/2012 Issue Date: Receipt No.: R12 -02217 Initials: User ID: Payee: LAW 1632 Payment Amount: $1,198.05 Payment Date: 07/27/2012 12:13 PM Balance: $1,847.65 INTERNATIONAL GATEWAY LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 5002730 1,198.05 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 1,198.05 Total: $1,198.05 doc: Receiot -06 Printed: 07 -27 -2012 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Project: Type of Inspection:. Address: 1% .S SS- S 12. 0 -P L Date Called: Special Instructions: Date Wanted:. .-01.m.:2 p.m. 1 ?.. t3 - - Requester: ell PI ). - .--- Phone No: : .. Approved per applicable codes. Corrections required prior to approval: COMMENTS: ( I��� UC 0 i Y1 ( 1_,A J�.I�En -� cQ 1 S. (_ :( (Z) (VI C i Est i BUG E- d A.; 1 to !t?_ r (11 S 1 10 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee-must be: paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule,reinspection. Date:" . I2, -1.• 1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit 12-.214 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (24- (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: SPt (' 9 see 9a Type of Inspection: "ERA vvA ►NJ c, Address: i20 P l_- Date Called: Special Instructions: 1A11 \t1�'c1 9(Z 1 ,!:9) - o( Date Wanted:. �'- 2- - la_ aim: p.m. Requester: Phone No: O Co —2S-- 3 %G`7 1 pproved per applicable codes. Ei Corrections required prior to approval. COMMENTS: Date , E(NSPECTION FEE REQUIR D. Prior t inspection. fee must be paid at 6300 Southcenter Blvd.luite 1•00. Call to schedule reinspection. r MAYES TESTING ENGINEERS, INC. October 10, 2012 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attn.: Building Official CITY OF TUK ILA DEC 10 2012 PERMIT CENTER Re: Sabey SDC 42 Bus A Generator 3355 South 120th Place Tukwila, WA Project No. T12154 FINAL LETTER ,Permits: D12 -248 Seattle Office 20225 Ceder Valey Road Scale 110 Lynnwood, WA 98036 ph 425.7429390 fax 425.745.1737 Tacoma Office 10029 S. Taoorna Way Siite E2 Tacoma, WA 984,g9 ph 253.584.3r4 fax 253.584.3707 Pafland°Sze 7911 NE 33rd Drive Sub 190 Rutland, OR 97211 ph 503231.7515 fax503281./w9 This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. Special inspection was provided for: • Expansion Anchors • Welding To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust that this provides you with the information that you require. Should you have any questions, give us a call. Sincerely, Mayes Testing Engineers, Inc. \V/\V/STRUCTURAL V �J ENGINEERS •Engineers Northwest Inc., P.S. • PARE C) SABEY DATA CENTER S DC-42-O 1 Intergate East Campus 3355 South 120th Place Tukwila, WA STRUCTURAL CALCULATIONS • bia•-••vois June 20, 2012 ENW Project No. 99- 136051 0 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 08 2012 City of Tukwila BUILDING DIVISION ECEVE JUL 27 2012 PERMIT CEMTER 0 9725 Third Avenue NE . Seattle, WA 98115 e 206.525.7560 . fax 206.522.6698 www.engineersnw.com Sabey Data Center Date and Time: 9/2612006 8:42:40 AM MCE Parameters - Conterminous 48 States Zip Code -. 98168 Central Latitude = 47.488839 Central Longitude = - 122.29991 Data are based art the 0.10 deg grid set Period SA (sec) (%g) 0.2 140.6 Map Value, Soil Factor of 1.0. 1.0 048:5 Map Value, Soil Factor of 1.0 MCE Parameters x Specified Soil Factors 0.2 140.6 Soil Factor of 1.00 ,..Sd,} ; 1/36, o 01.5 4- 1.0 073.7 Soil Factor of 1.52 -54 1 ,9",) o. 5 b MCE Parameters - Conterminous 48 States Zip Code - 98168 Central Latitude = 47,488839 Central Longitude = - 122.29991 Data are based on the 0.10 deg grid set Period SA (sec) ( %g) 0.2 140.6 Map Value, Soil Factor of 1.0 1.0 048.5 Map Value, Soil Factor of 1.0. MCE SPECTRUM x SOIL FACTORS Fa = 1.00 Fv = 1.52 Period SA (sec) (%g) 0.000 056.2 0.4FaSs 0.105 140.6 To 0.200 140.6 T =0.2, FaSs 0.524 140.6 Ts 0..600 122.8 0.700 105.3 0.800, 092,1 0.900 081:9 1.000 073.7 T =1.0, FvS1 1.100 067.0 1.200 061.4 1.300 056.7 1.400 052.6 1.500 049.1 1.600 04.6.0 1.700 043.3 _ 1:800. 040.9 1.900 438.8 2.000 036.8 ENWENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS // 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAX (206) 522-6698 PROJECT # ,3b o5 ( PROJECT ,..,51-7g, � �j Z7� C7?'c DATE Co -19 -( L SUBJECT SHEET OF BY (07,-4 Z� U& T kF/C/fril - FgEL if 0C, Q, 4' gS 3/7 `off p 38� ,TE SJttNTl1 -z c / -Fe3 Air O .` Lr/,16tH ' 22 4.)/07-7( Ss /.6--h Coy() 2 /o, 5 (' s,) -� o 4 7-ZC = i3,3 3.63 - 01 6 01- /1 • z 36 (0,6 i- t 'Z -I 677( Pzr 12 /Ms;``' 4 A,13 ) V'3 .r a 2 Z140.4--, �...; z 4/, 9 < 449;;moo. T9 ue/ -I- 13,31 —I ,Cs —I- /5, 35 k R,b / e 1,9/./0 3 w/' e' Job number Job name ENGINEERS-NORTHWEST,INC.P.S. 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful 99136051.000 Sabey Data Center, new Generator /Engine SHEET OF ASCE 7 -05 Section 13.3.1 Mechanical & Electrical Component Attachments Input 9/29/09 Component Definition ASCE 7 -05 Table 13.6 -1 = ME-4) Skirt - supported pressure vessels not within the scope of Chapter 15 Table 13.6 -1 Category = Mechanical and Electrical Components Ip = Section 13.1.3 Equipment weight = Wp = kips Is equipment mounted on a roof or on ground ? input (R or G) Spectral acceleration = Sds = 0.937 Automaticly Input from tab 'IBC EQ." (Eq. 13.3 -2) (Eq. 13.3 -1) (Eq. 13.3 -3) Output ap /Rp = 1.000 Table 13.6 -1 zlh = 0.0000 at ground level Fpu= 1.6 *Sds *Ip*Wp = 2.2488 *Wp Upper bound Fpu= 0.4 *ap *Sds *Ip /Rp *(1 +2z/h)Wp = 0.5622 *Wp Calculated Fpu= 0.3 *Sds *Ip*Wp = 0.4217 *Wp Lower bound Equipment Lateral Load Anchorage force (WSD) Fpu design = 0.5622 *W (U.S.D.) Fp design = 0.3935 *W (A.S.D.) Working (0.7 factor ) Fp design = 14.955 kips See footnotes below NOTE: 1.) Anchors in concrete or masonry shall be proportioned to carry the least of a) the force resulting from an application of 1.3Fp only, or b) the maximum force occuring as a result of any ASD /LRFD load combination (Sec. 13.4.2) 2.) Powder actuated fasteners shall not be used for tenion load applications in Seismic Design Categories D, E, and F unless approved for such loading (Sec. 13.4.5) 3.) Anchorage shall not be resisted by friction clips (Sec. 13.4.6) 4.) Expansion anchors shall not be used for non - vibration isolated mechanical equipment rated over 10 hp (Sec. 13.6.5.5) Elect.Mech.Components 6/19/2012 ASCE7 -05 20091BC Seismic.xlsx Job number Job name ENGINEERS-NORTHWEST,INC.P.S. 9725 THIRD AVE. N.E. (SUITE 207) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful 99136051.000 Sabey Data Center, new Generator /Engine SHEET OF ASCE 7 -05 Section 13.3.1 Mechanical & Electrical Component Attachments 9/29/09 Input Component Definition ASCE 7 -05 Table 13.6 -1 = ME-3) Engines, turbines, pumps, compressors, and pressure vessels not su Table 13.6 -1 Category = Mechanical and Electrical Components Ip = Section 13.1.3 ................ Equipment weight = Wp = 38 kips Is equipment mounted on a roof or on ground ? G input (R or G) Spectral acceleration = Sds = 0.937 Automaticly Input from tab "IBC EQ." (Eq. 13.3 -2) (Eq. 13.3 -1) (Eq. 13.3 -3) Output ap /Rp = 0.400 Table 13.6 -1 z/h = 0.0000 at ground level Fpu= 1.6 *Sds *Ip*Wp = 2.2488 *Wp Upper bound Fpu= 0.4 *ap *Sds *Ip /Rp *(1 +2z/h)Wp = 0.2249 *Wp Calculated Fpu= 0.3 *Sds *Ip*Wp = 0.4217 *Wp *Lower bound Equipment Lateral Load Anchorage force (WSD) Fpu design = 0.4217 *W (U.S.D.) Fp design = 0.2952 *W (A.S.D.) Working (0.7 factor ) Fp design = 11.216 kips See footnotes below NOTE: 1.) Anchors in concrete or masonry shall be proportioned to carry the (east of a) the force resulting from an application of 1.3Fp only, or b) the maximum force occuring as a result of any ASD /LRFD load combination (Sec. 13.4.2) 2.) Powder actuated fasteners shall not be used for tenion load applications in Seismic Design Categories D, E, and F unless approved for such loading (Sec. 13.4.5) 3.) Anchorage shall not be resisted by friction clips (Sec. 13.4.6) 4.) Expansion anchors shall not be used for non - vibration isolated mechanical equipment rated over 10 hp (Sec. 13.6.5.5) Elect. M ech. Components 6/19/2012 ASCE7 -05 20091BC Seismic.xlsx VIBRATION ISOLATION °STEEL COMPRESSION SPRINGS ISOLATE LOADS OF UP TO 5880 LBS. PER MOUNT EARTHQUAKE RESTRAINTS °EQUIPMENT MOTION IS LIMITED IN BOTH LATERAL AND VERTICAL DIRECTIONS Rubber Grommet Cushion between vertical Restraining Elements Leveling & Attaching Bolt 34 -10 Weld Steel Housing Equipment Attached Tube for horizontal Motion Restraint 0pec Height Approx. Base Attached Post far horizontal Motion Restraint 7j'Diam (4 Places) 12 10, Bolt for vertical Motion Restraint 12. RJSDE Max.Load Lbs. SPRING RATE Lb /in. Max. Defl. in. 237 K 210 1.13 360 K 156 2.30 456 K 225 2.00 603 K 354 1 .70 888 K 555 1 .60 954 K 844 1.13 1185 K 660 1.80 1533 K 1023 1.50 2145 K 1650 1.30 2403 K 2127 1.13 3180 K 3180 1.00 4560 K 5844 . 78 5880 K 7569 78 . Rubber Pad Cushion between horizontal Restraining Elements EQ RESTRAINT RATINGS VERTICAL 7840 END 5600 SIDE 3666 �8raad Bose Plate for proper AncFTar Spacing PROTECTION FOR ° EARTHQUAKES ° WINDLOADS o MARINE INSTALLATIONS ° MOBILE INSTALLATIONS ° EQUIPMENT WEIGHT CHANGE DUE TO DRAINAGE ° UNSTABLE INSTALLATIONS DUE TO HIGH EQUIPMENT CENTER OF GRAVITY CALIFOR.N1A DYNAMICS CORP. 5S72MHM M%AWMIE. LOS %!Ells. (A 9003Z PH (323] 22336!2 FI (323) 2237941 "CALLUS -TO SET THINGS RIGHT" ,ssoc.1494aber JOB: DWG No. CUST: PREP BY: Date: TAG: CHKD: Dote: SHEET OF REV. TYPE RJSDE SPRING ISOLATOR EARTHQUAKE RESTRAINT PERFORMANCE RATED R i 121.61 160.81 100.59 75.14 AIR CLEANER 98.43 4.76 2.26 UFT1NG EYE FUMES DISPOSAL TUBES 57.2 (2.25) OD EXHAUST (SEE DETAIL SHEET 9) 011. FILLER WATER GRAIN 1- 11 -1/2 NPTF THD FUEL PRIMING PUMP MAX. STROKE — 245.1 (9.65) FUEL FILTER RADIATOR CAP OIL FILTER 94 43 124.31 44.16 .30.79 5.20 41 89 38.58 UFITNG EYE OIL DRAIN 1 1/2 -12 -28 THD OIL LEVEL GAUGE 2.26 -- 14.29 40.03 75.39 OIL DRAIN 1- 3/16 -12 THD EXCESS FUEL RETURN 1- 3/16 -12 THD 46.12 94.93 FUEL INLET 1- 3/15 -12 THD 99,13 RIGHT SIDE VIEW 290.53 168.92 SCALE 1'.37 RADIATOR DRAIN VALVE WATER DRAIN 1/4 -18 NPTF THD OIL SCREEN (SEE DETAIL SHEET 9) We Moen Is Yarn. 10=iee a Y.NSIo.1 I.M.2MAmur.L Y:61 b al ewe., milylltes er Anew • ..N.�roh :":1: war U �N4 M .�Ib. YN4 HwbA° 4 mr4 wMtl•N�..a wee ....W,r' PRELIMINARY NOT FOR CONSTRUCTION REV DATE OESCRIPDON DOG. No. OLX- 1427 -G01 1 111 E: CATERPILLAR 35160 CEEEA ENGINE PACKAGE CENSET DSACEKW STANDBY POVEA, BONE ABOV SHOWN WTH C'DONAL AITAGNMENTS SCALE 1-30 SHEET: 1 0l DRAW! c CURKENDAU DAAIE 3-27 -2012 E11Ci LL VA .pE SADEY - SDC 42 LESTRAL PLANT seer C010'ON40011 CIECKEO: IA VA N C POWER SYSTEMS CO. RADIATOR CAP EXHAUST (SEE DETAIL SHEET) 54.21 21.51 9.06 REMOVAL DISTANCE .e�Z, /15(0 LL FUMES DISPOSAL TUBES II - -' - -_w. ` 2.25 OD ! LIFTING EYE 11 il AIR CLEANER / edil STARTING MOTORS X11 ��.�,..�� -..mi ri�4�� / II I 1 1 i� R __ _�-l_ _i-iriiig,i I '� a _ate �..J_!_ �_ � 1�� 7 � �_ \fit i �I� a i��'� Arhif 118.81 2.31 RADIATOR DRAIN VALVE OIL SCREEN OIL DRAIN OIL DRAIN VALVE JACKET WATER HEATER ELECTRICAL SUPPLY CONNECTIONS 2 (1/2 AND 3/4 IN) KNOCKOUTS EACH SIDE 290.53 1 LEFT SIDE VIEW SCALE 1'.30• M!. �14�l.r5 - •O.. M..,.lM r Nsa4.i�. �4..dM __(1�r�,•..rrV� .0.m.`n5- — Vs...W mu hd M dab N W A N. M 4vM{ 1 .u.,. 5 .n.e „ .4.4c4 sl/ .44, le Mars onto Isesencia7e:Isinea me. tee ay exse mins 44.11.0... 10 444.444 Om worry 444041 PRELIMINARY NOT FOR CONSTRUCTION REVI an: 0E021511100 105 45w Nw DLX-1427-GD3 nnE, 6ATF1PRIM 35110 01450. ENCI110 PACRADE COMT 2500EE15 5540005 FOYER. 40112. 4003 910556 MTH OP110404. ATMOWCNTS 5004.411.30 514451 3 a1 E 011.11154 G CURNTN00U_ 031E 3-17 -2012 DICt 4, 53 321 MET - 05C 42 5017AL PUNT 44024 CO PCRAMCN 716141.4. 40.1 0Etl(CW 34 VA N C POWER SYSTEMS CO. 42.93 I 25,11 =1 1 25.11 i „ sj f - s 22 75 22 12 17.24 t; I :=1`. .&1",•:P LM t 1 -,...„........ -....., ; ...% .. ..., 'AI's., ,.., •N ..., ft. ....,, 1 rt:•:, ..5 • i •N, ■ ie..... .....--...—....„..czi– ..........”.....L.....,......oiorlaa*.......4. i.F • \ (frf • & ek.b FrieTtrg""'!--21-x-auTM -r f LUSt •– • Q. L4xf4 .515,;.. St.Erfklgi-; At-ISLE-6 NEW Cc *A7i. STALV. . • JSTL .1 v. .17.xtS't .qRaER . C 0 C :71 na. R 0 asi t. fx4w4,./ P;teu 2. I. leXith-,. L (42) )61) I t.92. Pt sr ) OIL t / 2 /0;4 SC SE.1,.fAM:... DE SE C.,,74 0..5./ 04/ 4 DE S. D}7V. PRO4' 06 /1 P,EVISiON 4 36/1- ER 7/%3/ SUBmirrAL 68/1 elc5. SUEMILV REViSIONS. 7 09. in E/Cla PET feEMSIONS ENWENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS G q 6869TWO /ODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 95 PROJECT# % O8® PROJECT c� 1 /3e'% c 0 C " L DATE 5 -23 "(L SUBJECT c5A1- /4,d cs j7)4 -CSC SHEET OF By /Q/, t - ( — ')) .� = 0,00 z (e.a7 -1 ) (v,,s- )(e)-Y /s . moti G -y T ? chipimp (c, -23) P - 17,6,(o, 6) FIG 6-1} l'h i (s P Z 21,z rt--r0 ,4 Ti2/j ` 6 S a CiCp ENGINEERS NO]tTITWEST, INC., P,S. STIWCTUBAL ENGINEERS ENW 6R69 Woopt,AwN Avv, N. P.. 1005. SEATTLE. WA 98115 (206)525-7560 FAX (206) 522-6698 PRo.rEe.r. ti S.9 15 05.71_ PrturEcT . • - 'SUBJECT (_:.X/f/e/iJr. 0/'4c,& 2 1.1-- lf_F St.h. O.S (AI L tr--- (o. 'Lc 1 15 "1,1 S fe 4,0 " (,0 _ r ). 0) < 111, ‘11/0 C.2.&3 4. 1' , 4r )4 E it, t3. ..7 a y)e. if kr le J, lc "4;6 tt - miX r DATE SKIT 01, Hy --)14-N f, ijI- < W(1 9 4/et C 16211((.12) z • 1.'1-6 fcx `3x ) —1 4 OR) ri.aa 60s so _ji 11 Table D -2: Floor Guide Maximum J1oorOpening losutatton Thlcknasstsixe f.SaxfiiurEl AMU leaning PStIPS =C1 Pipe Sint) + re' Ir?$ C2 Pipe Slae + 12' IPS -C1 Pipe Si[e_+ W .FULL ANGLE RING (P -FR) Ilia. Full Angle Ring Wray also be used asap expansion guide by attachment to a suitable structural stoat frame- For a support cradle for horizontal "rung no rings dray be suspendod by rods. IMPORTANT CAUTION: Thc, Supports, and .GUIdes described here are only sultablo far attachment to noncombustible co» structlon. Fig. D -11 -Full Ring used as expansion guide P�w1Qtn�vl3L40 . 1R Avr,'IAl kra caReortsm_ tug Aagr 6.c or) Trn set Purr. CONOI Ar1A:n ruiA1,71I AZ Torso LILNILLCA Iltvt 4'41F MUIT211) I7 SUrT011:6[ILYr lYltxEtstUi +U1 NlJ11Ef.URY Warr g: T n it wasp.IGIS 11Y_I'L7 AI.T!_RY anuou N.00.15 I7100.01.PMXILOK7•LG aglirwuFg ciATav %t1 rL`N -rZ Or IIIL ILVGI I IALS MA/11.4 jqH bl t. W711Il I fA LONGO 1 Sitati It SLLL'S MULMLW (ak11f1RSri1M10EJ 'ltkiAElEF2 10 • l�Ppmpu E A ASS DES Angle Rings Codes: HR & ER Used for guiding and /or supporting horizontal instal1n11011s. HaY 6 O PR) F111 Pry (r8) Materials Available: I Electroplated Of Oalvonized Steel Notes: 1_ Model PS part used for IPSC1 applications. Probe Dhaenslans (hicks) - }rA Wit D.) Barg Le. Hod She Anngqle Halo of Ades or of PS 125(2 1P5(4 (Gd¢ Ring (116) Ades 6 5 10 8ii 6 (1) 45 8" 6 12 IOA-. -'6: _ :(1) , 45 10 6 14 1734 6 (1) 45 12 101' 1 :16' :i4Yr' ::6' : (n 45 14 12 8 18 16Y, 6 (I) 45 1b 14 10 •20.:..181 . :(:::.(1) "45 18 16 12 22 203, 6 (1) 45 1Q' 18 '39 s 24 : •22_} 6 ill 45 22 20 16 26 24I 10 (2) 27,5 24 :2 . :1B 48. ' dii tb . :•(23. 72:5• 26 24 20 30 28Y 10 (21 22.5 26 ;3!)Yi: E0 • t)1. 22N: 30 26 24 34 3M 10 (7} 21.5 32- 3Q -26 ' 36 :3415 '!0 : 01: 22.5 { — 32 28 33 36Pa 10 (2) $7.S' 36' - • 30: '40 -3t7'i .10 : :123: 22,5 — 36 32 42 4(7. 10 -(7) 22.5 42: ; 36. 46 4431 — 42 — 43 461% 10 (2) 27.5 48:' a_ 42 •52 .51) . :10(7 }.. 223. - 46 — 54 623-5 10 in 22.5 =: kB 56.: 0)4 .10 ;(2}_: 22.V. No1ss as ' (I) Size obbies =IY,s V,x3'i (2) Set 1M4cs 2i2xTit • Plate Support Assembly Code: PA Used for supporting the load of the stack, " end asu fixed point anchor near fittings. ,.. a4y,A41 ,..P.+ac' • 1'Y.STS:4 o'v a -• Materials Available: Electroplated ar Gohranized Steel Ordered Port Includes: Split (square) plate, one CF, two NCB's and hardware. Plate Thickness: 0.188" for sizes 6" through 20" diameters 0.250" for 51285 22" through 36° diameters 0.375" for sizes 42" through 48" diumelers Notes: _ 1. Two 316 Stainless Steel KCB's should be ordered sepurotdy for stainless steel Doter pleas. 2. PA fabricated from 304 Stainless Steel is oauitable upon request and is nett returnablo. Allow extra manufacturing time. Wall Support Assembly Code: WA "limited" support assembly all factory - supplied bluing, et3 08 Ara gif.4 6.e: I. / Materials Available: ,;,•arc Electroplated or Galvanized Steel Ordered Port Includes: One FR, two CF's, two KCB's, five brackets, Iwo struts, qnd all hardware except connecrien at wall. Notes: 1. Assembly will maintain a 4" cleeronce -- between ptpe O :D :and supporting' - structure. 15 • PE;T C. `; CO PY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -248 DATE: 07 -27 -12 PROJECT NAME: SABEY - SDC 42 GENERATOR A SITE ADDRESS: 3355 S 120 PL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued EPARTMENTS: 4di4on PucW vk's' Pire Alvk Preve�tion Structural Ase Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -31 -12 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route 14, Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved I I Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 08-28-12 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 Contractors or Tradespeople Per Friendly Page • Page 1 of 2 General /Specialty Contractor A business registered as a construction contractor with Ll*I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company SABEY CONSTRUCTION INC 2062814200 12201 Tukwila Intl Blvd 4TH FLOOR Seattle WA 981685121 King Corporation UBI No. Status License No. 601532164 Active SABEYCI033KM License Type Construction Contractor Effective Date 5/14/1997 Expiration Date 1/12 /2013 Suspend Date Specialty 1 General Specialty 2 Unused Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status SABEYC *953RE SABEY CORPORATION Construction Contractor General Unused 12/5/2005 12/5/2013 Active DASCOC *066KD D A S CONSTRUCTION CORP Construction Contractor General Unused 5/4/1994 5/4/1997 Archived BERKLCI088CE BERKLEY CONSTRUCTION INC Construction Contractor General Unused 2/5/1992 2/5/1993 Archived ARCHIDG132QZARCHITECTUAL DEV GROUP INC Construction Contractor General Unused 11/9/1987 11/9/1992 Archived SABEYC*141PH SABEY CORPORATION Construction Contractor General Unused 10/8/1986 12/31/2001 Archived OWPROI *221 RR 0 & W PROPERTIES INC Construction Contractor General Unused 12/19/1978 10/1/1986 Archived BERKLS *267LP BERKLEY STRUCTURES INC Construction Contractor General Unused 6/17/1974 12/31/1991 Archived Business Owner Information Name Role Effective Date Expiration Date SABEY, DAVID ARTHUR President 05/14/1997 SEWELL, PATRICIA ANNE Secretary 01/19/2011 POOLE, LAURENT D Secretary 01/01/1980 01/19/2011 HARMON, JAMES N Treasurer 01/01/1980 01/19/2011 Bond Information https://fortress.wa.gov/lni/bbip/Print.aspx 08/13/2012 ....1111• PLANNING APPROVED A No changes can be made to these plans without approval from the Planning Division of DCD Approved By'' Date:, REVISIONS No changes shall be made to the scope of work without prior approval of TU';wila Building Division. I: rlsvls ons win require a new lan submittal aril may include additional plan review fees. SEPARATE PERMIT REQUIRED FOR: LiKechanical electrical L?numbing artas Piping Cily of Tukwila c ►'.Ir DIVISION FILE COPY Permit No. b ti)---2.14 , 9 Pier raw approval is subject to errors and omission. I~ -f ,�a o` : construction documents does not authorize tit, .:, atlon of any adopted code or ordinance. Receipt i ;, Reid I I. ►' 1' i l $ ., ig t? : e l.ad: 4�pr{iVBd � ..`�i'7 By Date: City Of Tiukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED AUG 08 2012 A ate City of Tukwila BUILDING DIVISION D012,-2119 CALLISON $$$ DESIGN $SPECIFICATION$$$$$$$$$$$$$ JUL 27 2012 PERMi t CENTER $$$DATE$$$$ $TI ME COPYRIGHT© 2008 CALLISON 1 2 3 4 5 6 7 8 9 10 FOR 'LIANCE VED 2012 kwila VISION ED 2012 NITER • E Z o Z 0 0 c N J J - J ca 4( a° V W 2 U Q Q U J a 0 F- 1 0) N Q W CNI Cm) A- y Q u) 0 Lt) ce W cr) i— M z C0 CO 0) c0 O N O N F- U W 0 0 ISSUED / REVISED DATE PERMIT SET 16- MAY -12 J: \Projects \Sabey\sdc42 \Caddsdc42 \concept_42- 02\sdc42_a -000.dwg 5/29/12 2:20 PM COPYRIGHT © 2010 CALLISON GENERAL NOTES A -000 0 0 ca rn 3 ABBREVIATIONS PROJECT DIRECTORY DRAWING INDEX GENERAL DRAWING SYMBOLS RCP SYMBOLS XX XX XX 1 AC ASPHALTIC CONCRETE D NSIDE DIAMETER ACC ACCESSIBLE NCL NCLUDE, INCLUDING ACP ACOUSTICAL CEILING PANEL NFO NFORMATION ACST ACOUSTICAL NSUL NSULATE, INSULATION AD AREA DRAIN NT NTERIOR ADDM ADDENDUM WD NDIRECT WASTE DRAIN ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR JAN JANITOR AHU AIR HANDLING UNIT JT JOINT ALT ALTERNATE ALUM ALUMINUM KIT KITCHEN ANOD ANODIZED APPROX APPROXIMATE L LONG APT APARTMENT LAM LAMINATE, LAMINATED ARCH ARCHITECT, ARCHITECTURAL LAU LAUNDRY AUTO AUTOMATIC LAV LAVATORY AV AUDIO VISUAL LT LIGHT AWP ACOUSTICAL WALL PANEL(S) LTG LIGHTING BB BULLETIN BOARD MAS MASONRY BD BOARD MAIL MATERIAL BLDG BUILDING MAX MAXIMUM BLKG BLOCKING MECH MECHANICAL BO BOTTOM OF MED MEDIUM BOT BOTTOM MEMB MEMBRANE BRG BEARING MEZZ MEZZANINE BRZ BRONZE MGT MANAGEMENT BSMT BASEMENT MFR MANUFACTURE, MANUFACTURE BUR BUILT UP ROOFING MH MANHOLE MIN MINIMUM, MINUTE CAB CABINET MISC MISCELLANEOUS CB CATCH BASIN MO MASONRY OPENING CEM CEMENT, CEMENTITIOUS MS MOP SINK CER CERAMIC MTD MOUNTED CG CORNER GUARD MTL METAL CH COAT HOOK MVBL MOVABLE CI CAST IRON CJ CONTROL JOINT N NORTH CIP CAST -IN -PLACE NIC NOT IN CONTACT CL CENTERLINE NO NUMBER CLG CEILING NOM NOMINAL CLO CLOSET NTS NOT TO SCALE CLR CLEAR CMU CONCRETE MASONRY UNIT OC ON CENTER CO CLEAN OUT, CASED OPENING OH OVERHEAD COL COLUMN OD OUTSIDE DIAMETER COMM COMMUNICATION OPNG OPENING CONC CONCRETE OPP OPPOSITE CONN CONNECTION, CONNECT ORD OVERFLOW ROOF DRAIN CONSTR CONSTRUCTION OTS OPEN TO STRUCTURE ABOVE CONT CONTINUOUS, CONTINUE CORR CORRIDOR CPT CARPET PBD PARTICLEBOARD CSWK CASEWORK PRCST PRECAST CTR CENTER PD PLANTER DRAIN CU CUBIC PERP PERPENDICULAR PLAM PLASTIC LAMINATE D DEEP, DEPTH PLAS PLASTER DBL DOUBLE PLYWD PLYWOOD DEMO DEMOLISH, DEMOLITION PNL PANEL DET DETAIL PL PROPERTY LINE DF DRINKING FOUNTAIN PR PAIR PRKG PARKING DIAL DIAGOTNAL, DIAGRAM PROP PROPERTY DIM DIMENSION PT PAINT, POINT, PRESSURE TREATED DIV DSIDE, DIVISION PTN PARTITION DMPF DAMPPROOF, DAMPPROOFING DN DOWN R RADIUS, RISER DR DOOR, DRESSING ROOM RCP REFLECTED CEILING PLAN DS DOWNSPOUT RD ROOF DRAIN, ROAD DW DISHWASHER REF REFER TO, REFERENCE DWG DRAWING REF REFRIGERATOR DWR DRAWER REINF REINFORCED, REINFORCING REQD REQUIRED E EAST REV REVISED, REVISION EIFS EXTERIOR INSULATION AND RFG ROOFING FINISH SYSTEM RM ROOM EJ EXPANSION JOINT RO ROUGH OPENING EL ELEVATION RT RIGHT ELEC ELECTRIC, ELECTRICAL ELEV ELEVATOR S SOUTH ENCL ENCLOSE, ENCLOSURE SC SOLID CORE EP ELECTRIC PANEL SCHED SCHEDULE EQ EQUAL SD STORM DRAIN EQUIP EQUIPMENT SECT SECTION ESCAL ESCALATOR SGL SINGLE EXH EXHAUST SHT SHEET EXP EXPANSION, EXPOSED SHTHG SHEATHING EXIST EXISTING SIM SIMILAR SPEC SPECIFICATION SPKLR SPRINKLER FA FIRE ALARM SPKR SPEAKER FCIO FURNISHED BY CONTRACTOR/ SO SQUARE INSTALLED BY OWNER SS SERVICE SINK FD FLOOR DRAIN SST STAINLESS STEEL FDC FIRE DEPARTMENT STC SOUND TRANSMISSION CLASS CONNECTION STD STANDARD FDTN FOUNDATION STL STEEL FE FIRE EXTINGUISHER STOR STORAGE FEC FIRE EXTINGUISHER STRUCT STRUCTURAL CABINET SUSP SUSPENDED FH FIRE HYDRANT FHC FIRE HOSE CABINET T TREAD FIG FIGURE T &G TONGUE AND GROOVE FIN FINISH, FINISHED TEL TELEPHONE FLEX FLEXIBLE TEMP TEMPERATURE, TEMPORARY FLR FLOOR, FLOORING TER TERRAllO FLUOR FLUORESCENT THK THICK, THICKNESS FO FACE OF FINISHED OPENING TMPD TEMPERED FOIC FURNISHED BY OWNER/ TO TOP OF INSTALLED BY CONTRACTOR TSTAT THERMOSTAT FP FIRE PROTECTION, FIREPROOF TV TELEVISION FR FRAME, FIRE RATED TYP TYPICAL FRMG FRAMING FRT FIRE RETARDANT TREATED UGND UNDERGROUND FT FOOT, FEET UNFIN UNFINISHED FIG FOOTING UON UNLESS OTHERWISE NOTED FUT FUTURE FVC FIRE HOSE VALVE CABINET VERT VERTICAL FWC FABRIC WALL COVERING VEST VESTIBULE FWP FABRIC WRAPPED PANEL(S) VES VENEER VR VAPOR RETARDER GA GAGE VWC VINYL WALLCOVERING GALV GALVANIZED GEN GENERAL, GENERATOR W W/ WEST, WIDE GFRC GLASS -FIBER WITH REINFORCED CONCRETE W/O WITHOUT GFRC GLASS -FIBER WC WATER CLOSET, WALLCOVERING REINFORCED GYPSUM WD WOOD GFRP GLASS -FIBER WH WALL HYDRANT REINFORCED PLASTIC WP WEATHERPROOF, WATERPROOF, GL GLASS WATERPROOFING, WORK POINT GYP GYPSUM WR WATER RESISTANT GYP BD GYPSUM BOARD WT WEIGHT WWF WELDED WIRE FABRIC H HIGH HB HOSE BIBB XFMR TRANSFORMER HC HOLLOW CORE HD HAND DRYER HDBD HARDBOARD HDW HARDWARE HDWD HARDWOOD HM HOLLOW METAL HO HOLD OPEN HRRIZ HORIZONTAL HR HOUR HT HEIGINGG•• VVEE L�Aq HVAC AND IAIR CONDITIONINU OWNER SABEY CORPORATION 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE WA 98168 TELE: (206) 281 -8700 FAX: (206) 282 -9951 OWNER'S SABEY CONSTRUCTION MECH. HERMANSON 1221 2ND AVE N. REP. FOURTH FLOOR INTERNATIONAL BLVD. KENT, WA 8032 SEATTLE, WA 98168 TELE: (206) 575 -9700 TELE: (206) 281 -4200 FAX: (206) 832 -8685 FAX: (206) 281 -0920 ELEC. HOLMES ELECTRIC ARCH. CALLISON, LLC 600 WASHINGTON AVE S 1420 5TH AVENUE, SUITE 2400 KENT, WA 98032 SEATTLE, WA 98101 TELE: (253) 234 -2867 TELE: (206) 623 -4646 FAX: (206) 623 -4625 STRUCT. ENGINEERS NORTHWEST, INC 6869 WOODLAWN AVENUE N.E. SEATTLE, WA. 98115 TELE: (206) 525 -7560 FAX: (206) 522 -6698 ARCHITECTURAL A -000 GENERAL INFORMATION SHEET A -001 SITE PLAN A -002 PARTIAL FIRST FLOOR LIFE SAFETY PLAN A -101 PARTIAL FIRST FLOOR PLAN A -500 PARTIAL WEST ELEVATION STRUCTURAL 51.1 STRUCTURAL GENERAL NOTES, ELEVATIONS, KEY PLAN S2.1 SECTIONS CEILING - MOUNTED 2'X2' FLUORESCENT LIGHT A -XXX A -XXX BUILDING SECTION INDICATOR A -XXX WALL SECTION INDICATOR CEILING - MOUNTED 2'X4' FLUORESCENT LIGHT HVAC DIFFUSERS (SIZE ECHANICAL DRAWINGS) ® XX A -XXX SECTION DETAIL INDICATOR CEILING - MOUNTED ENLARGED DETAIL INDICATOR 1'X4' FLUORESCENT LIGHT (HIDDEN) CEILING - MOUNTED 1 1 XX © 1 STRIP FLUORESCENT LIGHT (EXPOSED) CEILING - MOUNTED ri HVAC RETURNS /EXHAUSTS (SIZE AND TYPE PER MECHANICAL DRAWINGS) XX XX A -XXX EXTERIOR ELEVATION INDICATOR CEILING - MOUNTED HVAC ITEMS X -XXX © A -XXX © STRIP FLUORESCENT LIGHT 'T' WALL - MOUNTED INTERIOR ELEVATION INDICATOR MATCH LINE 1 STRIP FLUORESCENT LIGHT 1 DOWNLIGHT O O ACCENT DOWNLIGHT WALL - WASHER DOWNLIGHT 6 SCONCE -TYPE ( ) o SCONCE -TYPE LIGHT 0 CEILING - MOUNTED EXIT LIGHT 6 WALL - MOUNTED EXIT LIGHT STANDARD LIGHT FIXTURES SEE XX /A -XXX 11.1_1, MATCH LINE INDICATOR SCOPE O F WORK DRAWING REVISION INDICATOR CEILING - MOUNTED ACCESS PANEL CEILING - MOUNTED FIRE SPRINKLER ADDITION OF STRUCTURAL BRACES TO SUPPORT NEW GENERATOR EXHAUST STACK (BY SEPARATE ELECTRICAL /MECHANICAL PERMIT). 41111 EXISTING 111:1 COLUMN GRIDLINE INDICATOR X.X NEW ® COLUMN GRIDLINE INDICATOR -40- DATUM INDICATOR OR WORK POINT EL XXX.XX EL XXX' -XX' - S CEILING - MOUNTED SPEAKER X X SPOT ELEVATION INDICATOR BUILDING ADDRESS ROOM NAME \EIXXXXXf EQUIPMENT INDICATOR 'XIXXXXX> FIXTURE INDICATOR <fJXXXXX> FURNITURE INDICATOR <GIXXXXX> GRAPHIC /SIGNAGE INDICATOR MISCELLANEOUS INDICATORS INTERGATE EAST CAMPUS 3355 S. 120th PLACE TUKWILA, WASHINGTON 98168 2022 ROOM INDICATOR KIP (DOOR) OPENING INDICATOR (FIXXXXXXX) FINISH INDICATOR BUILDING CODE CRITERIA VICINITY MAP . WINDOW INDICATOR APPLICABLE CODES: BUILDING CODE: 2009 INTERNATIONAL BUILDING CODE'S WAC 51 -50 IBC AMENDMENTS 2006 EDITION1��." ENERGY: WASHINGTON STATE ENERGY CODE WAC 51 -11 2006 EDITION MECHANICAL: 2009 INTERNATIONAL MECHANICAL CODE W/ 2009 WASHINGTON STATE AMENDMENTS FIRE: 2009 INTERNATIONAL FIRE CODE WAC 51 -54 2006 IFC STATE AMENDMENTS PLUMBING: 2009 UNIFORM PLUMBING CODE WAC 51 -56 & 51 -57 2006 UPC STATE AMENDMENTS ELECTRICAL: 2008 NATIONAL ELECTRICAL CODE WAC 296-46B ELECTRICAL SAFETY STANDARDS FUEL GAS: 2009 INTERNATIONAL FUEL GAS CODE' WITH WASHINGTON STATE AMENDMENTS. ACCESSIBILITY: IBC REQUIREMENTS FOR BARRIER FREE ACCESS, CHAPTER 11 ICC/ANSI 117.1 2003 WAC 51 -50 IBC AMENDMENTS 2006 EDITION 2007 NFPA 72 NATIONAL FIRE ALARM CODE 2006 NFPA 101 LIFE SAFETY CODE OTHER: 2005 NFPA 110 STANDARD FOR EMERGENCY & STANDBY POWER SYSTEMS 2005 NFPA 111 STANDARD ON STORED ELECTRICAL ENERGY EMERGENCY & STANDBY POWER SYSTEMS 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE SEISMIC DESIGN CATEGORY D CONSTRUCTION & OCCUPANCY TYPES CONSTRUCTION TYPE 1A, FULLY SPRINKLERED,1 OCCUPANCIES: B (BUSINESS) 1ST FLOOR UPS RM B USINESS) - 2ND FLOOR DATA CENTER H3 (LOW HAZARD STORAGE) - 1ST FLOOR GENERATOR �,h �� I _ �. t ' �, ^4a� 0 # " _ , r t T , # 6 ' 1 I II : I (XX' -XX' AFF) CEILING HEIGHT INDICATOR MATERIAL (PER FINISH LEGEND) ( ) FINISH PER LEGEND) ( ) XX XX XX� WALL TYPE INDICATOR VW HEIGHT CEILING HEIGHT /MATERIAL /FINISH INDICATOR (NON -RATED PARTITION) (1 -HOUR RATED PARTITION) (2-HOUR RATED PARTITION) (3-HOUR RATED PARTITION) ( 3 OU ED (4- HOUR RATED PARTITION) PARTITIONS 0 KEYNOTE _ AREA OF NEW WORK GENERAL NOTES ia...... 2 zi PL AN SYMBOLS LEGAL DESCRIPTION 1. DO NOT SCALE THE DRAWINGS. 8. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN WITHOUT GUARANTEE OF ACCURACY. 2, VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS. NOTIFY PORTION OF THE WORK. THE ARCHITECT FOR RESOLUTION OF ANY DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTING THE DESIGN PRIOR TO �_ PARCEL 4: LOTS 1 THROUGH 8, INCLUSIVE, IN BLOCK 5 AND LOTS 1 THROUGH 8, INCLUSIVE AND 3, THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT PROCEEDING WITH THE ITEM OF WORK AFFECTED. IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY REVIEWEI ALL. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE 9. COORDINATE ALL WORK AS REQUIRED WITH BUILDING MANAGEMENT CODE COMI: WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. NOTIFY THE INCLUDING THE USE OF ELEVATORS, TEMPORARY STORAGE USE OF ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO LOADING DOCKS, AND BUILDING KEYING SYSTEM, ETC. APPRO' CONSTRUCTION. 10. ALL DETAILS AND REFERENCES ARE GENERALLY NOTED ONCE, 4. DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO FINISH THE AUG 0 8 SURFACES, UNLESS OTHERWISE INDICATED. FIST T IM EH E APPEAR THEY ARE TYPICAL FOR SIMILAR 5. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS, SHALL BE LOCATED SO THAT THE EDGE OF 11. ARCHITECTURAL SPECS NOT ISSUED FOR THIS PROJECT. City of TL THE FINISH OPENING IS SIX INCHES FROM THE FACE OF THE BUILDING C NEARBY WALL UNLESS OTHERWISE INDICATED. ALL OTHER 12. MECHANICAL, ELECTRICAL, AND PLUMBING IS TO BE FULLY DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ENGINEERED FOR PRICING PERMITTING AND CONSTRUCTION. ADJACENTWALL INTERSECTIONS. NOTIFY ARCHITECT IF DISCREPANCY EXISTS BETWEEN INFORMATION SHOWN ON DOCUMENTS. ARCHITECTURAL 6. 'B /S' INDICATES BUILDING STANDARD AS PROVIDED BY LANDLORD DRAWINGS TAKE PRECEDENCE. DRAWN AND /OR SPECIFIED IN THE CONTRACT DOCUMENTS OR MATCHED TO EXISTING CONSTRUCTION IN THE BUILDING. ALL 13. REPAIR DAMAGED FIREPROOFING AS NEEDED WITH APPROVED WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL DOCUMENTS MATERIALS. FOR BUILDING STANDARD TENANT IMPROVEMENTS WHEN APPLICABLE OR NOT INDICATED OTHERWISE IN THE ARCHITECTURAL DOCUMENTS. FOR THE SAFETY IN THE AREA A OF WORK IN ACCORDANCE WITH APPLICABLE SHALL RESPONSIBLE APPL SAFETY JUL 27 CODES, PERFORM ALL WORK TO MEET OR EXCEED THE REQUIREMENTS OF ALL APPLICABLE CODES, ORDINANCES, LAWS, {,.IT CI REGULATIONS, SAFETY ORDERS AND DIRECTIVES FROM AUTHORITIES - HAVING JURISDICTION OVER THE WORK. 4 MOUNTED TO WALL LOTS 25 THROUGH 32, INCLUSIVE, IN BLOCK 6 OF "RIVERTON ". A REPLAT OF RIVERSIDE INTERURBAN TRACTS, AS PER PLAT RECORDED IN VOLUME 13 OF PLATS, PAGE 36, RECORDS OF KING COUNTY: TOGETHER WITH THAT PORTION OF VACATED 34TH AVE. S. VACATED BY ORDINANCE NO. 8689 ON OCTOBER 10, 1988 LYING BETWEEN SAID BLOCKS 5 AND 6: TOGETHER WITH THAT PORTION OF THE SOUTH 1/2 OF VACATED SOUTH 124TH STREET, THAT PORTION OF THE NORTH 1/2 OF VACATED SOUTH 125TH STREET AND THAT PORTION OF THE EAST 1/2 OF VACATED 34TH AVENUE SOUTH WHICH, PURSUANT TO KING COUNTY ORDINANCE NO. 8893, ATTACH TO SAID PARCEL BY OPERATION OF LAW: EXCEPT THEREFROM THAT PORTION OF LOTS 1 AND 2 IN BLOCK 5 OF "RNERTON ", A REPLAT OF PART OF RIVERSIDE INTERURBAN TRACTS, AS PER PLAT RECORDED IN VOLUME 13 OF PLATS, PAGE 36, RECORDS OF KING COUNTY, LYING WESTERLY OF A LINE DESCRIBED AS FOLLOWS: BEGINNING A A POINT ON THE WESTERLY BOUNDRY OF SAID LOTS 1 AND 2, SAID POINT BEING 100 FEET DISTANT SOUTHERLY FROM THE NORTHWEST CORNER OF SAID LOT 1; THENCE NORTHEASTERLY TO A POINT ON THE NORTHERLY BOUNDRY OF SAID LOT 1, SAID POINT BEING 30 FEET DISTANT EASTERLY FROM THE NORTHWEST CORNER OF SAID LOT 1 AND THE END OF THIS LINE DESCRIPTION; AND EXCEPT THE SOUTH 30 FEET OF LOTS 8 AND 25 IN SAID BLOCK 6 CONVEYED TO KING COUNTY FOR SOUTH 125TH STREET BY DEED RECORDED UNDER RECORDING NO. 8810200800: AND EXCEPT THE EASTERLY 10 FEET OF LOTS 1 THROUGH 8 IN SAID BLOCK 6, CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED UNDER RECORDING N0. 9203260787: SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. WITH BRACKET Ar IN WALL - MOUNTED EXISTING TO REMAIN (SHOWN SHADED) CABINET FIRE EXTINGUISHERS — EXISTING TO BE (SHOWN DASHED) DEMOLISHED NEW � j TYPE OF WORK FOR 'LIANCE VED 2012 kwila VISION ED 2012 NITER • E Z o Z 0 0 c N J J - J ca 4( a° V W 2 U Q Q U J a 0 F- 1 0) N Q W CNI Cm) A- y Q u) 0 Lt) ce W cr) i— M z C0 CO 0) c0 O N O N F- U W 0 0 ISSUED / REVISED DATE PERMIT SET 16- MAY -12 J: \Projects \Sabey\sdc42 \Caddsdc42 \concept_42- 02\sdc42_a -000.dwg 5/29/12 2:20 PM COPYRIGHT © 2010 CALLISON GENERAL NOTES A -000 0 0 ca rn 3 6 7 8 9 10 3511 S. 126T W 7 N Z m W 4 co % c ca r"or- E QMc o0LO0 P. W _ O) N. co 0 4 i" o -• °°a) • a'- . o : — N o o 7 — o CO . W F- d) N N ts3 tWd0��,caca N Z m� N( 0 0 3 4r N N o CA a. - u. co I- 1u. BUII 107, OCCU PARKING V —N SP UNLIMI RAI \IER NcLEOD LIG COLOR USA RE 2 S.F. Y S 0 =108 ERED A 3411 S. 120T— PL. BLILIING 1 98,564 S.F. PARK OCCUPANCY F SWITCH PARKING 1/1000 =99 GEAR V —N SPRINKLERED BLDG. #1 SWITCH GEAR VACANT \ \ \ \ \ \ \\ MMEM_AMmENE !MAW ADJUSTED LOT LINE 39,405 S.F. BUILII \G 3 161,445 S.F. OCC ,_PANCY F PARKING 1/1000=161 V —N SPRINKLERED ARRD 35,080 S.F. BLDG. #3 SWITCH GEAR 24,840 S.F. 433 S. 120TH PL. I MAIL CENTER 24,840 S.F. YARD AREA i 4- BUIL3I \G 4 115,895 S.F. OCCUPA \CY F PARKING 1/1000=11 V -1 HR SPRINKLERED • E Z Z n 0 0c W J J = �C 18,640 S.F. PROPOSED 2 HR. SEPAR- ATION WALL 18,640 S.F. OPTION YARD W/ NEW FIRE WALL ENCLOSED DOCK \ FIRE LANE NOSTANDING OR PARKING AT ANYTIME BLDG. #3 SWITCH GEAR 3355 S. 120TH PL. EXISTING BUILDING FIRE WALL BLDG. #4 SWITCH GEAR 60' RECORDED NON BUILDABLE EASEMENT UTH 124TH STREET PARK SWITCH GEAR AREA OF WORK BLILDI \G 5 188,222 S.F. OCCLPA \CY F PARKING 1/1000=188 I —FR SPRINKLERED CO O N N O N 1- 0 w 0 re a_ :.: REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 8 2012 ISSUED / REVISED PERMIT SET DATE 16- MAY -12 SITE PLAN 1" =1000' bL4 9 RECEIVED JUL 27 2012 PERMIT CENTER SITE PLAN A -007 J :\ Projects \Sabey\sdc42 \Caddsdc42\concept 42 -021sdc42_a-001.dwg 5/29/12 2 :20 PM COPYRIGHT © 2010 CALLISON F E D C B A 1 2 3 4 5 6 7 8 H3 3559 18 200 1 B 2888 10 ) 300 1 EXIST. UPS ROOM EXIST. ELEC CLOSET AST. GENERATOR 1 EXIST. UPS ROOM UNOCCUPIED SPACE — MAXIMUM OCCUPANT LOAD: 144 REQ. OCCUPANT LOAD: 95 REQ. EXIT DOOR WIDTH (144 X .2") = 28.8" PROVIDED EXIT DOOR WIDTH = 32.75" MAXIMUM OCCUPANT LOAD: 160 REQ. OCCUPANT LOAD: 95 REQ. EXIT DOOR WIDTH (160 X .2") = 32" PROVIDED EXIT DOOR WIDTH = 32.75" 1 EXIST. UPS ROOM SPRINKLER ROOM EXIST. GENERATOR ROOM UNOCCUPIED SPACE 82 EXIT MAXIMUM OCCUPANT LOAD: 160 REQ. OCCUPANT LOAD: 82 REQ. EXIT DOOR WIDTH (160 X .2 ") = 28.8" PROVIDED EXIT DOOR WIDTH = 32.75" EXIST. OFFICE UNOCCUPIED SPACE AREA DIAGONAL DISTANCE: 104= REQ. EXIT SEPARATION 104 (1 /2) = 52' EXIT SEPARATION =85' ----- AREA OF WORK THIS PERMIT ALL DAYTANKS ARE UL -2085 LISTED 1 EXIST. UPS ROOM 1 EXIST. UPS ROOM EXIT > 82 MAXIMUM OCCUPANT LOAD: 160 REQ. OCCUPANT LOAD: 82 REQ. EXIT DOOR WIDTH (160 X .2") = 28.8" PROVIDED EXIT DOOR WIDTH = 32.75" EXIST. WOMEN AREA DIAGONAL DISTANCE: 101' REQ. EXIT SEPARATION 101 (1/2) = 51' EXIT SEPARATION= 83' -2" EXIST. MEN --" EYE WASH STATION -- EXIST. OFFICE EXIST. GENERATOR ROOM -- EXIST. GENERATOR ROOM... MAXIMUM OCCUPANT LOAD: 160 REQ. OCCUPANT LOAD: 82 REQ. EXIT DOOR WIDTH (160 X .2") = 28.8" PROVIDED EXIT DOOR WIDTH = 32.75" MAXIMUM OCCUPANT LOAD: 144 REQ. OCCUPANT LOAD: 65 REQ. EXIT DOOR WIDTH (144 X .2") = 28.8" PROVIDED EXIT DOOR WIDTH = 32.75" MAXIMUM OCCUPANT LOAD: 144 REQ. OCCUPANT LOAD: 109 REQ. EXIT DOOR WIDTH (144 X .2") = 28.8" PROVIDED EXIT DOOR WIDTH = 32.75" J:\ Projects\ Sabey\ sdc42\ Caddsdc42 \concept_42 -02\sdc42_a-002.dwg 9 10 FIRE /LIFE SAFETY LEGEND A 3962 14 X300 1 CPT =90' TD =180" 11 MEANS OF EGRESS FE 9 300 E OCCUPANCY FLOOR AREA (SF) OCCUPANT LOAD FACTOR OCCUPANT LOAD NUMBER OF REQUIRED EXITS COMMON PATH OF TRAVEL (WITH T BISTANCE INDICATED) PATH OF EGRESS TRAVEL ((TRAVEL DISTANCE (WTH CISTANCE INDICATED) t ?N OAI D A T oar/Er 111,4 Y SPICE '1"1 INDICATES . CTION OF OCCUPANT EGRESS PER OCCUPANT FROM TABLE 1004.1.1: THE OCCUPANT LOAD FACTOR IS 300 SF /OCC FOR ALL SPACES EXCEPT FOR OFFICE AREAS, WHICH ARE 100 SF /OCC. EGRESS WIDTH FROM TABLE 1005.1 = OCC LOAD X 0.2 FOR STAIRS: OCC LOAD X 0.3 COMMON PATH OF TRAVEL FROM PAR. 1014.3: NOT MORE THAN 100' -02 MAXIMUM TRAVEL DISTANCE TO EXIT ALLOWED FROM TARE 1016.1: 300'. CORRIDOR WIDTH REQUIRED: 44" MIN. CORRIDOR WIDTH PROVIDED: 8' IN DMA CENTER AREA OF WORK EXIT SIGNAGE FIRE EXTINGUISHER CUMULATIVE OCCUPANT LOAD AT EXIT EXIT SIGN WITH DIRECTIONAL INDICATOR EXIT SIGN - EXISTING SPECIAL ARE RATING REQUIREMENTS 1. ONE HOUR FIRE RATING FOR ELECTRICAL ROOMS. 2. ONE HOUR FIRE RATING FOR GENERATOR ROOM -CODE MET WITH UL -2085 FUEL TANK. 3. ONE HOUR FIRE RATING AROUND DATA HALLS PER OWNER'S INSURANCE REQUIREMENT, NOT A CODE REQUIREMENT. 4. FIRE PROTECTION SYSTEMS AND DRAWINGS WILL BE SUBMITTED UNDER SEPARATE COVER. FIRST FLOOR LIFE SAFETY PLAN 1/32 " =1' -0" REVIEWED FOR ;CODE COMPLIANCE APPROVED AUG 08 2012 City of Tukwila BUILDING DIVISION bi),),--4 RECEIVED JUL 27 2012 PERMIT= TER • et W F z W 4 I et co lu 0. w CO Sam O N: m 0 N • Z 0 N 1 1 0 F T- 1 OD <0 T OD CD 4C OD a) N co 0 to N a) 00Hu.3 0 0 N- ap O) N o N 0 N 5 (1) 0 0 H (1) w w 1- Q 0 Of H Z w U J a CO C0 co 0) to 1— CO 0 N N 0 N 1- 0 W 0 a ISSUED / REVISED DATE PERMIT SET 16- MAY -12 5/29/12 2:20 PM COPYRIGHT © 2010 CALLISON FIRST FLOOR LIFE SAFETY PLAN A -002 F E D c B A 1 2 4 5 6 10 11 12 7 8 9 10 13 14 1 o- 11 13 10- 10- 11- 11- NEW GENERATOR UNOCCUPIED SPACE EXIST. GENERATOR 14 EXIST. GENERATOR HOUSEKEEPING PAD B f 10— 11 10- 10- HOUSEKEEPING PAD L j [ 13- c HOUSEKEEPING PAD 13- GENERATOR ROOM FE 1-20-11 120 10— 11— R— 12- 13— 13— HOUSEKEEPING PAD FULL HEIGHT AIR INTAKE (CHAIN LR■K W/ 3'9" GATE 13- FE R EXIST. GENERATOR ROOM 14- 14— 14— 14- EXIST. FULL HEIGHT COILING IRE DOOR — 1HR RATING EXIST. SHEAR WALL EXIST. FUEL OIL TRENCH 12- EXIST. SHEAR EXIST. 1 1- 12- UPS AND SYSTEM CABS UPS BATTERY TYPE: VRLA 12- 12- FUEL OIL TRENCH NEW FRILL HEIGHT AIR E —BAFR .r — 13 MECHANICAL UPS ROOM 1 130 EXIST. ACCESS 14- 14- COVERS EYE FE WASH CR EXIST. CMU WALL SPILL KIT 1 1- EXIST. CMU WALL 10— 10— SPILL KIT 11- 12- 12- 130A EXIST. STORAGE EXIST. FUEL OIL TRENCH 14- 14 4' -0" 13— _...... 12— 12— 4 14 EXIST. GENERATOR ROOM 13- 14- 1 J _L J FULL HEIGHT GWB, INSULATED, NOT RATED FULL HEIGHT GWB, INSULATED, 1 HR RATED PARTIAL FIRST FLOOR PLAN 1/16 " =1' G H KEY P LAN bl),),Lt REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 8 2012 City of Tukwila BUILDING DIVISION RECEIVED / JUL 27 2012 PERMIT CENTER J:\ Projects \Sabeylsdc42 \Caddsdc42\concept 42 -02\Sdc42_a- 101.dwg 5/29/12 2:21 PM COPYRIGHT ® 2010 CALLISON OWNER: O N N Fourth Floor • E Z ° Z 0 0= y ca rn J = J c). v N co C0 O '-F OOU) o 0) ti O U < co O) N y CO CO .0 N N to CO CO O O 3 N N a) f!) 1- 11. 3 SDC42 -01 INTERGATE EAST CAMPUS 3355 S. 120TH PLACE Tukwila, WA 98168 PROJECT #210252.06 ISSUED / REVISED DATE PERMIT SET 16- MAY -12 PARTIAL FIRST FLOOR PLAN A -101 F E 0 B A 1 2 3 4 5 6 7 8 9 10 12 13) (14 NEW EXHAUST STACK (SEE MECHANICAL) CONNECTION DETAILS - SEE STRUCT. EXIST. LOUVER EXIST. GEN STACK w I SHEET MTL INFILL (SEE MECHANICAL) 1=11 '... ' 4. -- ! - 01 PARTIAL WEST ELEVATION 1/8-.1.-cr 40' THIRD FLOOR SECOND FLOOR REVIEWED FOR CODE COMPLIANCE APPROVED AUG 08 2012 City of Tukwila BUILDING DIVISION KEY PLAN RECEIVED JUL 27 2012 PERMIT CENTER ILI • > C‘I Z SDC42 -01 EAST CAMPUS o0 < CO co CL co 10 C•J v-- 04 C) CNI • LU CIS • LLJ • < co 0 0 W CO I I— Cf) ISSUED / REVISED DATE PERMIT SET 16-MAY-12 J:\Projects\Sabeysdc42\Caddsdc42\concept_42-O2\sdc42_a-.5Oo.dwg 5/29/12 2:21 PM COPYRIGHT (D 2010 CALLISON PARTIAL ELEVATION WEST A-500 2 3 4 5 6 7 8 9 10 T.O.S. (VERIFY) FF = 40' -0" 3RD FLR. 11, 17' -6" 30' -0" 30' -O" 30' -O" 30' -O" 30' -O" Cum TOP OF EXIST. CONC. WALL = 27' -0" le-2-14D FLR. FF = 20' -O" 0' -O" -.. Vyr ji -% /4-14' : /A.--' .V-7 A:: .i WF4r4 i;F%/4 r / /// /!/ / / ' / / /i,,( / /. w; /27 ",,e A', :V / r.04) • / / / /// %•j /// //Z .i////%%///////////// / / / / / / / / / / / / / / / / /I'r / / /iiiiiii. VFY. EXIST. 8x84. H.S.S HORIZ. BRACE VFY. EXIST. 8x8x1 HORIZ. BRACE .S1 2' CURB. SEE ARCH. DWGS. DEMO EXIST. 5 " PC PNLS THUS FOR NE LOUVRE INFILL BY OTHERS. PARTIAL EXIST. FRAME ALONG GRID NOTE: VIEWED FROM INSIDE FACE. A 5 " CONC. WALL T REMAIN 51" CONC. WALL T� BE REMOVED GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION 1. DESCRIPTION Building Name & Site Location - Sabey Data Center, (SDC -42) 3355 South 120th Place, Tukwila, WA Building Dept. Contact - Mr. Allen Johnson, telephone 206 - 431 -3670 2. DESIGN CODE AND STANDARDS Applicable Code (Edition /Name) - 2009 International Building Code (IBC) Other documents referenced by these notes shall be the specific edition referenced by the building code specified above, or if not specified, shall be the latest edition. Code supplement & Date - see snow (rain factor) 3. DESIGN LOADS a. Roof Live Load b. Snow Load c. Seismic d. Wind Load See snow load Basic ground snow load - 25 psf Basic roof snow load - 25 psf Importance factor - 1.0, snow exposure factor - 1.0 Drifting snow is not required in the design. Ss = 1.403, S1 = 0.484, I = 1.5, Site Class "D ", SDS = 0.935, SD1 = 0.489, Seismic Design Category = "D ". Equivalent lateral force procedure was used. Basic wind speed 85 (mph). Exposure B. Importance factor 1.0. Collateral loads were not included in uplift design OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. EXISTING FOUNDATION THE FOUNDATION WAS DESIGNED WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 2500PSF, IN ACCORDANCE WITH SOILS REPORT NO. E- 2579 -13 DATED SEPTEMBER 23, 1998 PREPARED BY EARTH CONSULTANTS, INC. THE SITE SHALL BE PREPARED PER SOILS ENGINEER RECOMMENDATIONS. ALL FOOTINGS AND SLABS SHALL BEAR SOLELY ON MATERIAL PREPARED PER SOILS REPORT. ALL ENGINEERED FILL AND BACKFILL TO BE COMPACTED PER SOILS ENGINEER RECOMMENDATIONS. THE MAXIMUM DENSITY SHALL BE DETERMINED BY SOILS ENGINEER. ALL EXTERIOR FOOTINGS TO BE FOUNDED 18" MIN. BELOW FINAL GRADE. ALL EXTERIOR SIDEWALK AND INTERIOR SLABS SHALL BEAR ON SOILS PREPARED PER AND APPROVED BY SOILS ENGINEER AND HAVE AN ALLOWABLE BEARING CAPACITY OF AT LEAST 1000 PSF. CONCRETE F'c =4000 PSI. 0 28 DAYS 5 -1/2 SACKS MINIMUM CEMENT PER CUBIC YARD FOR ALL CONCRETE SLABS. F'c =3000 PSI. 0 28 DAYS 5 -1/2 SACKS MINIMUM CEMENT PER CUBIC YARD FOR ALL OTHER. USE TYPE I CEMENT. FOR SPECIAL CONDITIONS ANOTHER TYPE MAY BE REQUIRED. SUBMIT FOR APPROVAL. ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE ACI CODE 318. PROPORTIONING OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 4" MAXIMUM SLUMP (UNLESS SUPERPLASTICIZERS ARE USED) WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. FOR ADMIXTURES, SEE SPECIFICATIONS. MAXIMUM WATER /CEMENT RATIO = 0.49. 3/4" CHAMFER ALL EXPOSED EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. AIR ENTRAIN ALL HORIZONTAL CONCRETE EXPOSED TO WEATHER WITH 3% TO 6% AIR BY VOLUME. LIMIT WATER CEMENT RATIO TO 0.45 AND USE TYPE V CEMENT WHERE SOILS "WATER SOLUBLE SULFATE EXCEEDS 0.20 PERCENT BY WT. ADD NO WATER TO CONCRETE AT SITE. IF INCREASED WORKABILITY IS REQUIRED, CONTRACTOR IS TO SUBMIT A MIX DESIGN THAT WILL ALLOW THE ADDITION OF A FIXED AMOUNT WATER REDUCING AGENT OR A FIXED AMOUNT OF SUPER - PLASTICIZER AT THE CONCRETE PLANT. DO NOT USE FLY ASH OR OTHER, NON- PORTLAND CEMENT, CEMENTUOUS MATERIALS IN CONCRETE FOR THIS PROJECT. ACI 306R IS TO BE FOLLOWED FOR COLD WEATHER CONCRETING. THE TESTING LAB MUST APPROVE THE CONTRACTORS METHOD OF COMPLIANCE AND CERTIFY THEIR APPROVAL WITH EACH CONCRETE TEST CYLINDER THEY CAST. TESTING LAB TO NOTIFY THE ARCHITECT IMMEDIATELY BY FAX AND PHONE OF ANY NONCOMPLIANCE. STRUCTURAL STEEL AND MISCELLANEOUS STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", AND THE "CODE OF STANDARD PRACTICE ". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: WIDE FLANGE SHAPES ASTM A -992 (Fy= 50,000 PSI) OTHER SHAPES AND PLATES ASTM A -36 (Fy= 36,000 PSI) TUBE COLUMNS ASTM A -500, GRADE B (Fy= 46,000 PSI) WELDHEAD STUDS ASTM A -108 (Fy= 55,000 PSI) ALL - THREAD ASTM F1554, GRADE 36 (Fy= 36,000 PSI) MACHINE BOLTS ASTM A -307 HIGH STRENGTH BOLTS ASTM A -325N (U.N.O.) ALL STRUCTURAL STEEL BOLTED CONNECTIONS AT MECHANICAL PLATFORMS ARE ASTM A -325 TYPE N CONNECTIONS - BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. CONNECTIONS ARE NON -SLIP CRITICAL AND BOLTS NEED BE TIGHTENED "SNUG TIGHT" ONLY EXCEPT AT FRAMES. AT MECHANICAL PLATFORM FRAMES PROVIDE A325SC SLIP CRITICAL BOLTS AT CONNECTIONS PER SECTIONS A -2.3 AND E -2.3. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A -325 BOLTS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" (11/13/85). PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS AS NOTED ON DRAWINGS. ALL WELDING TO CONFORM WITH AWS D1.1 "CODE FOR WELDING IN BUILDING CONSTRUCTION ". WELDS NOT SPECIFIED SHALL BE 1/4 ", CONTINUOUS FILLET MINIMUM. ALL WELDS BY CERTIFIED WELDERS. USE FRESH 70XX ELECTRODES FOR MANUAL SHIELDED METAL -ARC WELDING OR EQUAL ELECTRODES. WELDHEAD STUDS (WHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. SPECIAL INSPECTIONS INSPECTIONS ARE TO BE PER THE CODE INDICATED ABOVE AND ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE BUILDING DEPT. AND THE ARCHITECT. INSPECT ALL SHOP WELDING UNLESS THE SHOP IS CERTIFIED BY THE LOCAL BUILDING DEPARTMENT. FOUNDATION: SOILS ENGINEER TO INSPECT FOOTING EXCAVATIONS AND PROVIDE COMPACTION TESTS AS NOTED ABOVE. CONCRETE: TAKE CONCRETE CYLINDERS AS REQUIRED, VERIFY SLUMP AND STRENGTH. SPECIAL INSPECTION IS REQUIRED DURING THE TAKING OF TEST SPECIMENS AND PLACING OF ALL REINFORCED CONCRETE. CONCRETE ANCHORS ALL FIELD INSTALLATION OF CONCRETE ANCHORS & ANCHOR BOLTS & ANCHOR BOLTS: ARE TO BE IN ACCORDANCE WITH CODE APPROVAL AND REQUIRE SPECIAL INSPECTION. (CONCRETE ANCHORS INCLUDE DRILLED IN ANCHORS & EPDXY ANCHORS IF SHOWN ON THESE DRAWINGS). WELDING: SPECIAL INSPECTION IS REQUIRED DURING ALL STRUCTURAL WELDING. INSPECT ALL FIELD WELDING - VERIFY CERTIFICATION OF WELDERS. CONTRACTOR SHALL PAY FOR REWELDING AND REINSPECTION OF ALL WELDS NOT MEETING SPECS. INSPECTOR SHALL NOTIFY STRUCTURAL ENGINEER OF WELDS NOT MEETING SPECS. SHOP DRAWINGS SUBMIT 2 SETS OF PRINTS OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: STRUCTURAL STEEL, MISCELLANEOUS STEEL AND REINFORCING STEEL. WHEN SHOP DRAWING SUPPLIER MAKES A CHANGE FROM THESE DRAWINGS IT IS TO BE CLEARLY FLAGGED AND CLOUDED. CHANGES NOT FLAGGED AND CLOUDED ARE TO BE CONSIDERED AS UNACCEPTABLE EVEN WITHOUT BEING COMMENTED ON IN THE SHOP DRAWING REVIEW PROCESS. THE SUPPLIER OF THE ITEM CONTAINING THE CHANGE SHALL BE RESPONSIBLE FOR CHANGING THE ITEM BACK TO AGREE WITH THESE DRAWINGS AT NO COST TO THE OWNER AT E.N.W.'S OPTION. "SHOP DRAWINGS ARE AN ERECTION AID, AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENT OVER THE SHOP DRAWINGS... ". SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. NOTE TO MECHANICAL AND ELECTRICAL TRADES CONTRACTOR SHALL SUBMIT PLANS SHOWING LOCATION, LOAD AND ANCHORAGE OF ALL HANGERS SUPPORTING ANY MECHANICAL, ELECTRICAL, PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS. ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDED IN THESE PLANS AND SHALL SHOW LOADS AND LOCATIONS. THESE SHALL BE SUBMITTED TO ENGINEERS NORTHWEST FOR REVIEW PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT. SEE DETAILS ON DRAWING S5.1 FOR SUPPORTING LOADS FROM ROOF JOISTS. ALL DETAILS OF CONNECTIONS TO THE STRUCTURE FOR EQUIPMENT SHALL BE BY THE SUPPLIER OF THAT EQUIPMENT. THE BUILDING DEPARTMENT REQUIRES A SUBMITTAL FOR PLAN CHECK REGARDING THE DESIGN OF THESE DETAILS, IT IS THE RESPONSIBILITY OF THE EQUIPMENT SUPPLIER TO PROVIDE THIS SUBMITTAL. ABBREVIATIONS B. OR BOT. = BOTTOM C.I.P. = CAST IN PLACE CLR. = CLEAR CONT. = CONTINUOUS DF = DOUGLAS FIR EL. OR ELEV. = ELEVATION E.N.W. OR ENW = ENGINEERS NORTHWEST E.F. = EACH FACE E.W. = EACH WAY F.O.C. = FACE OF CONCRETE F.O.W. = FACE OF WALL FTG. = FOOTING H. OR HORIZ. = HORIZONTAL HF = HEM -FIR H.S.S. = HOLLOW STRUCTURAL SECTION I.C.C. = INTERNATIONAL CODE COUNCIL I.F. = INSIDE FACE N.T.S. = NOT TO SCALE O.F. = OUTSIDE FACE O.T.O. = OUT TO OUT PPT = PRESERVATIVE PRESSURE TREATED = ROUGH OPENING = REINFORCING = SHEARWALL = SIMILAR = SYMMETRICAL = TOP = TOP OF FOOTING = TYPICAL AT ALL SIMILAR PLACES = UNLESS NOTED OTHERWISE = VERTICAL R.O. REINF. SW SIM. SYMM. T. T.O.F. TYP. U.N.O. V. OR VERT. V.I.F. V.O.F. W.A.B.O. = VERTICAL INSIDE FACE = VERTICAL OUTSIDE FACE = WASHINGTON ASSOC. OF BUILDING OFFICIALS bs 2-J4 8 r -- I AREA OF WORK REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 8 2012 City of Tukwila BUILDING DIVISION KEYPLAN Q L: \99files\ 99136 \99136051 \SDC42 -S1.1- ELEVATION & GENERAL NOTES- 192- 99136051.dwg 5/23/12 RECEIVED JUL 27 2012 PERMIT CPNTER 2:24 PM COPYRIGHT © 2010 CALLISON PROJECT #99136051 ISSUED 1 REVISED DATE PERMIT SET 23- MAY -12 GENERAL NOTES PARTIAL EXISTING FRAMING ALONG GRIDS 16 & A S1.1 1 2 3 4 5 6 7 8 9 10 TOP OF EXHAUST STACK 10' -0" ABOVE ROOFUNE EW GUIDE COLLAR AT OOF ROOF EL. VARIES 64' -01" — 69' -0i" AFF METAL FLASHING BONNET MTL. PANEL WALL PENETRATION NEW GUIDE COLLAR AT THIRD FLOOR 3RD FLOOR �. 4O' —O"` AFF NEW S.S. EXHAUST STAC NEW EXHAUST STA GUIDE COLLAR 2ND FLOOR EL. 20' —O'r AFF 1ST FLOOR EL. O' -0" AFF SECTION © EXHAUST STACK, TYP. SECTION i" = 1' -0" PISS4x4x4 STL. STRUT HSS4x4x4 NEW S.S. EXHAUST STACK oar EXIST. MTL. SIDING EXIST. GIRDER 24" L8x64x2' -6" STEEL ANGLE W/ (4) -4 "O* EXPANSION ANCHORS ® 9" O.C. 11" CONNECTION CP 3RD FLOOR MTL. PANEL WALL CONC. PANEL WALL SECTION C2) 4— "x " STL. PLA E, BOLTED TO END " = 1' -0" 2' -2" EXIST. ROOF ASSEMBLY — EXHAUST STACK GUIDE COLLAR — SEE SECT, 6/S1.2 L6x6x #x2' -6" STEEL ANGLE L4x4x1/4 STEEL SUPPORT ANGLE 2' -0" NEW EXHAUST STACK EXIST. MTL. SIDING EXIST. GIRDER HSS4x4x4 CONNECTION © ROOF SECTION 3 0) NEW EXHAUST STACK L3x3x4 WELDED TO HSS 2— " WINDOW CUT IN SIDE OF 11--IISS FOR ACCESS TO BOLT, TYP. r7 GUIDE PLATE, BOLT TO HSS PER MFR. GUIDE COLLAR PLAN 1' -6" i" = 1' -0" SEE PLAN — L6x6xix8' -0" EXH UST PIPE ASSEMBLIES w/ "o HILTI RE -500 EPDXY NCHORS 2' -0 "oc EMBED 4" PER ICC REPORT ESR #2322 FIRST PURLIN X"- VERIFY EXIST. OR ADD L4x4x4 0 7' -6 "oc VERIFY EXIST. OR ADD L3x3x4 x jj' —O" w/ 4x4x4 R 0 END & "0 EXP. BOLT SPACE c 44 -0 "oc to 52" EXIST. WALL 18"0 PIPE SUPPORT DETAIL PER SHEET S3.1 LOWER PORTION TO BE REMOVED AT GRID ®A i" = 1' -0" " = 1' -0" EXIST. MTL. PANEL WALL PRE —FIN. MTL. FLASHING, PER ARCH. 1 "x it; CONT. STL. TAB WEL ED TO ALL SIDES OF TUBE SEALANT, TYP. HSS4x4x1 /4 (SEE SECT. 6/S1.2 FOR 3RD FLR. GUIDE COLLAR) EXPOSED FASTENERS TO BE GASKETED ADDITIONAL MTL. STUD FRAMING IN EXIST. WALL EXIST. MTL. SIDING ABOVE EXHAUST GUIDE C — SEE 6/S1.2 L6x6x #x: W/ (4)— ANCHORS NEW EXH STACK EXIST. TI UP CON( PANEL STACK N N1 U U EXIST. GIRDER CONNECTION © CONC. PNL SECTION 4 TYP. MTL. FLASHING @ 3RD FLR. GUIDE COLLAR SECTION 0 1' -6" 1" = 1' —o" FIELD VERIFY EXIST. RED —IRON 2ND FLOOR CONNECTION THUS (TYP. OPENINGS) SEE PLAN x a_ p It FIRST PURLIN VERIFY EXIST. OR ADD L4x4x4 0 7' -6 "oc VERIFY EXIST. OR ADD L3x3x4 x j1,' -0" w/ 4x4x4 R END & 4 "0 "EXP. BOLT SPACE 0 4 —0 oc 51" EXIST. WALL LOWER PORTION TO BE REMOVED AT GRID QA SECTION 10 i" 1' -0" x 1" = 1' —o" NEW EXHAUST STACK "0 EXPANSION ANCHOR 4 -1" (EMBED 4 ", MIN.) STEEL B —LINE PIPE ROLLER 83114R -18 OR EQUAL. 2' -10" MAX. TOP OF LOUVER HSS 4x44, TYP. TYP> 4 SUPPORT COLUMN SECTION 2' -11" " = 1' —o" 4 —# "X" STL. PLATE BOLTED ON EN 2— " WINDOW CUT IN SIDE OF HSS FOR ACCESS TO BOLT, TYP. 2' -61" 2 * -2" 18"� HSS4x4x1 /4 24" FROM WALL GUIDE COLLAR SECTION 1' -4" SECTION ( 8 VARIES 8x8x " HORI . BRACE EXIST. COL. ELEV. OF TOP OF LOWER R = 11' -0" 2 -8 " - 1' -0" 4 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 8 2012 City of Tukwila BUILDING DIVISION VFY EXIST. j" R ABOVE & BELOW HORIZ. 8x8x4 T.S. COL. BRACE — FOR LOCATION SEE WALL ELEVATIONS ON S5 SHEETS. b 8 RECEIVED JUL 27 2012 DERMIT CENTER SECTION (11 L: \99files \99136 \99136051 \SDC42 -S1.2- SECTIONS- 16- 99136051.dwg " = 1' —o" 5/23/12 2:25 PM COPYRIGHT © 2010 CALLISON W WW 4 t w aW - Cg crt cc ILI IL c/ 1 of) 0. —CO c co 1— 0 N N r Fourth Floor 0 0 ti co N- CO N Lo 0) rn co N 0 0 N E 0 0 >, 0 H u. J Ui U W Z CD Z U) W O) C CO cy c N co a•+ w N Z Cj) 8 (1) z c g i1 as 1r rn co N c W if_5 SDC42 -01 INTERGATE EAST CAMPUS 0)03cc C% 4')I TU DI A C`C PROJECT #99136051