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Permit D07-479 - SABEY DATA CENTER - GENERATOR ROOM
SABEY DATA CENTER 3355 S 120 PL D07 -479 Parcel No.: 1023049069 Address: 3355 S 120 PL TUKW Suite No: Tenant: Name: SABEY DATA CENTER Address: 3355 S 120 PL , TUKWILA WA Owner: Name: SABEY CORPORATION Address: 12201 TUKVVILA INTL BLVD 4THFL , SEATTLE WA 98168 Phone: Contact Person: Name: DAVID KANG Address: 12201 TUKWILA INTERNATIONAL BL , SEATTLE WA 98168 Phone: 206 277 -5243 Contractor: Name: SABEY CORPORATION Address: 12201 TUKWILA INTL BLVD 4TH FL , SEATTLE WA 98168 -5121 Phone: (206)281 -8700 Contractor License No: SABEYC *953RE Expiration Date: 12/05/2009 DESCRIPTION OF WORK: CONSTRUCTION OF A GENERATOR ROOM TO SUPPORT DATA CENTER OPERATIONS AS A BACK -UP SYSTEM. Value of Construction: $249,000.00 Fees Collected: $3,743.47 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: IA Occupancy per IBC: 0008 doc: IBC -10/06 Citf Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http.• / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 -479 Issue Date: 02/08/2008 Permit Expires On: 08/06/2008 D07 -479 Printed: 02 -08 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City c Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D07 - 479 Issue Date: 02/08/2008 Permit Expires On: 08/06/2008 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: Permit Center Authorized Signature: Signature: Print Name: doc: IBC - 10/06 N Date: 02I44 I hereby certify that I have read and = ed - permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. �/ Date: g 'F , s or 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. D07 -479 Printed: 02 -08 -2008 Parcel No.: 1023049069 Address: Suite No: Tenant: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** doc: Cond - 10/06 3355 S 120 PL TUKW SABEY DATA CENTER 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: Status: Applied Date: Issue Date: D07 -479 ISSUED 12/21/2007 02/08/2008 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 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 and verifications for concrete construction shall be required. 6: 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. 7: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 8: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 9: 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 mariner. 10: 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. 11: 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. 12: 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. 13: Manufacturers installation instructions shall be available on the job site at the time of inspection. 14: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 15: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). D07 -479 Printed: 02 -08 -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 16: 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. 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 19: Fire Department access and existing hydrants shall be constantly maintained during demolition and construction. 20: The total number of fire extinguishers required for an extra hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (4A 40 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 21: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 22: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 23: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 24: 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) 25: Sprinkler design shall be Ordinary Hazard Group II with a minimum design area of 3000 square feet(IFC 2704.5/2006 Edition) 26: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 27: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 28: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 29: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) doc: Cond -10/06 007 -479 Printed: 02 -08 -2008 Sri 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 30: No point in a building may exceed the maximum exit access travel distance listed in Chapter 10, section 1015, Table 1015.1 of the International Fire Code and International Building Code. 31: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 32: Material safety data sheets for all hazardous materials on the premise shall be readily available on site for emergency personnel. (IFC 2703.4) 33: Visible hazard identification signs shall be placed at entrances to locations where hazardous materials are stored, dispensed, used or handled in quantities requiring a permit. Individual containers, cartons or packages shall be conspicuously marked or labeled in accordance with nationally recognized standards. (IFC 2703.5) (NFPA 704)) 34: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 35: An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110.26(A) thru F(2)) 36: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 37: Doors into electrical control panel rooms shall be marked with a plainly visible and legible sign stating "ELECTRICAL ROOM" or similar approved wording. (IFC 605.3.1) 38: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (IFC 703.1) 39: Generator room shall comply with requirements for an H-3 room(IBC 415.7) 40: Generator Room shall comply with flammable Liquid storage requirements of IBC 415.6.2(2006 Edition) 41: When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of International Building Code 803. 42: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 43: To schedule all construction fire - related inspections send an e -mail to fireinsprequest @ci.tukwila.wa.us. Include your name, telephone number, permit number, project name and address and type of inspection requested. 44: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 45: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D07 -479 Printed: 02 -08 -2008 City of Tukwila 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 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 Print Name: V 1C ON) t1 Date: g ° D07 - 479 Printed: 02 -08 -2008 King Co Assessor's Tax No.: LC 2.. 30 i ll — 9 6� Site Address: 31 5 5 S o v N /.-U 714 pL/! CF $ATRF Suite Number: slo Tenant Name: 54 I3E y 7D,4774 CF Property Owners Name: 5 #9i3 7 D,97/4 CE AIM /2 , G L C Mailing Address: / 2 201 1 u lets; IA I NT 'L e c v'D 4 WI- Name: - !DA vi C r. kArJ4 Mailing Address: / ZZo l T u l�wi tv7 /ti ?'L e1-vb E -Mail Address: p' v?-(k& Set its . Gp Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: CITY OF TUKWIL Community DevelopmeDepartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA- 98188 littp://www.ci.tukwila.wa.us Contact Person: DAN/ / L 14 E 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 ** ,SitPe y eA iJSTrLV crr sar i326 5 A✓- S Sao gi p go4-o19 -zTETSkx Jc k@ hut yssdes E- G s ivE2.S N In/ , a L 6Ss6 7 obc..4 -/ /. p i- E -Mail Address: 61,.11 I e esmf se ei o k . Corr Q: Applications\Fomu- Applications On Line13 -2006 - Permit Application.doc Revised: 9 -2006 bh N City Day Telephone: G2e6) 27'7 --S Cif F( ." 9F /6 City . Fax Number: �?u6, Z z— 'psi Company Name: Mailing Address: /22 / ' Ti K w / C A hut 'L g Lv if), (-1 ' Ft - . eeta Gvil 7s/es- City State Tap +42 CEt.o 6,4.1 c e s Day Telephone: C2 2_4 - 5" 25 3 MarCe 1?) tQ Sege t/1 • Ccsy• Fax Number: (200 2 8- 2 - 9 95/ Contractor Registration Number: 91t3Ey C 4- Q53 R Expiration Date: /2- - 0 5 -- 0 7 Sea Htt_ RAJA QE / 0/ City State Tap Day Telephone:CZy6) SS- 7 - 1-/ Zo Fax Number: (206) S r 7 - 1 ZL fen S City State Zip Day Telephone: L S2 s - 7:56 0 Fax Number: New Tenant: U .... Yes )2 ..No L4 State Floor: 2 - 9s / ZIP State Zip Page 1 of 6 L FIooL �� n Wer Addst>on �°o pit ExLSfi E s ist�n t Intenorl emodel truciure .. �. . �r . ram a > �- � -� ,Zpf� vt� ' a: �` � � "�of � >< ;�, �T"" o`f� s #o>p Oc a at4c � ' � Floor jt5 fit Ssr 4, 842_ SF 3r� Ezl'oor s r Fl y � �As Basement Accessory Structure Atta ched garage ' Detached f artge< " AC�C e Detached : Carp f f '` 4. f d k x - ■�■_ t o, a Uncovered D - ,..�.s f i r .4,- ...< a --• v. =.tit. ,� -.,,__ ....,..,- Valuation of Project (contractor's bid price): $ Z'l 9, 00 Existing Building Valuation: $ / 3 - 3 2 g , o O Scope of Work (please provide detailed information): () V e -1 CoN Si - a ' cl or A- ('4 FN GP Zf1_. {LOOJt( r 10 AV (C /(1O cry '7 - fl1-11r- F Rictuaa r. -tz, Su f' t .c 540,,sy Co /4t5 C 'te`' 0ec=eL - rlc....a, 0 16.- Y -v, S,/ 5Ittgkiet . Will there be new rack storage? 0.... 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. Compact: Handicap: Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there [i be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list ofmaterials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety 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: ApplicationsWForms- Applications On Line\3- 2006 -Permit Application.doe Revised: 9 -2006 bh QROT eon-1it.S G t' No If yes, a separate permit and plan submittal will be required. Page 2 of 6 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. Print Name: "1=2 v fD D • Date Application Accepted: 12 Q:\Applieations\Porms- Applications On Line\3 -2006 - Permit Applieation.doe Revised: 9 -2006 bh ,k q t Date: 20 DEL �- Day Telephone:( 2 c1 G z77 Mailing Address: /220/ To 't 6 c v p c IL L.wat fi1/l q 4's / 6 City State Zip Date Application Expires: ti4 v toi Page 6 of 6 Receipt No.: R08 -00367 Initials: JEM User ID: 1165 Payee: SABEY CONSTRUCTION INC ACCOUNT ITEM LIST: Description dnr. RArpint -(16 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 1023049069 Permit Number: D07 -479 Address: 3355 S 120 PL TUICW Status: APPROVED Suite No: Applied Date: 12/21/2007 Applicant: SABEY DATA CENTER Issue Date: TRANSACTION LIST: Type Method Description Amount Payment Check 40949 2,270.54 BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 Account Code Current Pmts Payment Amount: $2,270.54 Payment Date: 02/08/2008 02:51 PM Balance: $0.00 2,266.04 4.50 Total: $2,270.54 8411 02/11 9710 TOTAL 2 PrintAd. n7- nR -2nnR Receipt No.: R07 -02828 Initials: JEM User ID: 1165 Payee: SABEY CONSTRUCTION INC ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES anw City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us RECEIPT Parcel No.: 1023049069 Permit Number: D07 -479 Address: 3355 S 120 PL TUKW Status: PENDING Suite No: Applied Date: 12/21/2007 Applicant: SABEY DATA CENTER Issue Date: TRANSACTION LIST: Type Method Description Amount Payment Check 40721 1,472.93 Account Code Current Pmts 000/345.830 1,472.93 Total: $1,472.93 Payment Amount: $1,472.93 Payment Date: 12/21/2007 09:20 AM Balance: $2,270.54 6364 12/21 9710 TOTAL 1472.93 don! Ranwint -08 Printarl! 17 -21 -2007 Project: Type of Inspectio Address: , Tr 335S f-° _ e Date Called: ---- Special Instructions: Date Wanted: S -- _ 1' 7 %AM, p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION r 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ( LJ L ri Inspetor: (Date $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be 1a *Alt paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. eceipt No.: ( Date: COMMENTS: Type of I specti h Address: .7 ( rp l'sec _...1 f.) S 40 A t\94,,T"--71- 1 yo 4 L.- A - ,h Le k - v l.! c,•'} C-5 1 W t — n t3--t ".. ('E l , Pro•ec Type of I specti h Address: .7 - Date Called: Special Instructions: S p.cnt a! ( +�4-e Date Wanted: �/ a.m. l Z — C Kin Requester: Phone No: _ ZS 1 l3() 7/ INSPECTION RECORD Retain a copy with permit INSPECT! N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 p Approved per applicable codes. Corrections required prior to approval. (Receipt No.: 0 REINSPECTION FEE REQ IRO. Prior inspection, fee must be d at 6300 Southcenter Blvd., S ite 100. Call to schedule reinspection. 'Date: 'Date:/ l � J Pr o'ect: A y N444 Type o f Ins o F R sA,�ttI n: tit 0itc TA Address: q.�� S 12.0 PL Date Called ( f P 211- - _ A 6 , \ . ti- Special Instructions: Date Wanted 7 — 2 ) -cam° l--13'11T: Requester: Phone No: .O(.7-2,; -' 3�'7 I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit llnspectir: (Date DO-7--q PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Vi m\ iL(€ e ,&5 1 .) 4 El $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: e T A j\ �1r 64 A t Type of Inspection: ,1 t/1 s G ! /) a in _ ( t' J. RfC f-TI,f, , Date Called: Special Instructions: ' h 6, nJ p3 '- ;. ' on vil"-er OM() ,'Afc ' ,3 4 i1,,,) n s : , \ . 1 - v 4 . ( L � c..J e ✓ ei ' P au . (c, ne_ A rTN:G,` T k 0i ,J 6 I ' eJ Ut--- (; f i A C J M e__"1 / ` 3 n 6 ti (Ike Co e-teikr ' 7vl46 ( r 1 Kr _ ' 4- ( " t P `4t i , (cJ A.fcn - _ AC, It'd a` C/N( CilfJie 0: (( tt/+ve `t ‘,e J 1 IA r • 1,3 , it 1,7-c 0 Ai- - 7 ei i e krgcs , A613 r c C/ t v /1 k EJ 3Tt .4 , Pro ct: A j14 LG C Type of Inspection: ,1 t/1 s Address: 33SS f. i 7 6 P Date Called: Special Instructions: ' h 6, nJ Date Wanted: any 7,2- p.m. Requester: Phone No 1-. 9 6 - 2ss --3 INSPECTION RECORD Retain a copy with permit INSPECT ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. El Corrections required prior to approval. Inspecor I Date> 7 - '2 e El $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: Project: d /� - ` Type of Ins ection: ft-63 Address: 33 5-5" S /Zd ,off Date Called: W y4 ! Special Instructions: Date Wanted: K . - 2 6-so' c '' Cm • p.m. Requester: Phone No:. • zss - 3 6 7 / COMMENTS: Al'N A---t e! r A A 'Inspect Date: ( 5 - 2 W $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: 44 ,,,? INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION iz- )� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 Approved per applicable codes. PERMIT NO. El Corrections required prior to approval. COMMENTS: ar i\ A nr Al 0/9 -eft c ` r S•4- ,11 () I () Mr S t A c_ 1 f 6 ) ( /2d &L eTh g / p e-c`1 P.i ( . '7 g r.). I' eJ- Requester: : �� 0n 6r;/ '1 Lio /.` A- 0 Project: 0/9 -eft c T of Insp P ✓ f- 4 ni /K/ 6 S•4- ,11 Address: __.73.5 S /2d &L Date Called: Special Instructions: ' t‘ Date W nted: 73 � g° _ P.m. Requester: : Phos -2 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. 0 Corrections required prior to approval. Inspector. ri $60.00 REIN IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit SPECTI N FE REQU ... 9' tar.~ �L•y- f'l• #�'.. Y � �1 �?'. " 19() £/ PERMIT NO. COMMENTS: f Address: 33. S /2v ioL Date Called: ki 67 12-k-Aki , Special Instructions: Date Wanted: a' — /7' m Requester: Phone No . 4- 7 Z �34' 7 I 0 6 i\jcit k':J ( /'t t S6 -iS — RIA -4 ; '*k t . n , . Project: S4 6F 49/4&A/A'r Type of Inspection: //L .3 ,n /Ft/ Address: 33. S /2v ioL Date Called: Special Instructions: Date Wanted: a' — /7' m Requester: Phone No . 4- 7 Z �34' 7 I i INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. ®Corrections required prior to approval. inspector: J Date:j n f ❑ $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: INSPECTION RECORD Retain a copy with permit MAYES TESTING ENGINEERS, INC. April 8, 2009 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attn.: Building Official Re: Sabey SDC52 Central Plant 3355 South 120 Place Tukwila, WA MTE Project No. T08100 Gentlemen: 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: 1. Spray Applied Fire Resistive Materials 2. Structural Steel: Visual Welding Sincerely, MAYES TESTING ENGINEERS, INC. aun W. Se Branch Manager RECEIVED APR 13 2009 COMMUNITY OEVELOP?4ENT FINAL LETTER Permit No. D07 -479 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 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. Cc: Matt Meile, Sabey Corporation — Josh Johnson, Sabey Corporation Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 MAYES TESTING ENGINEERS, INC. MTE NO T08100 PROJECT: SABEY SDC52 CENTRAL PLANT Address: 3355 South 120 Place Tukwila, WA PERMIT NO: D07 -479 Page 4 Owner: Sabey Corporation Architect: Engineer: — Contractor: Sabey Corporation Date: ` 9 -25-08 Weather Indoors Inspection`. Structural Steel Samples: N/A A MTE inspector arrived onsite and performed welds on structural steel welding at the Sabey Central Plant. Inspection was for welding of mechanical frames on the roof at grid 7/E — G. Inspection found welds incomplete with plans and AWS D1.1. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Mike Virgilio Reviewed by• RECEIVED OCT - 7 2008 bL ;.i: ti .. . � �w v Shaun W. SeVi4b13ranch Manager cc: Building Official, City of Tukwila — Matt Meile, Sabey Corporation — Josh Johnson, Sabey Corporation Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MAYES TESTING ENGINEERS.J��ED ti MTE NO: PROJECT: Address: PERMIT NO: Page 3 T08100 AG 2 21° SABEY SDC52 CENTRAL PI:14 ItootaTt 3355 South 120 Place D fit.®* Tu . .. ... . Owner: Sabey Corporation Architect: — Engineer: Contractor: Sabey Corporation Date: 8 -15 -08 Weather: Clear Inspection: Fireproofing Samples: N/A Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 A MTE inspector arrived onsite to perform fireproofing inspection in the UPS room on the 1 floor. Two locations in this room at behind HDP panned at grid 5 and fire sprinkler pipe penetrating CMU wall at A.5 were completed. Today inspection closed the preliminary report on 7- 29 -08. CORRECTIVE ACTION: Closed preliminary report dated 7- 29 -08. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Quang Le Reviewed by: Shaun W. Sevig , � ..T., Branch Manager cc: Marcelo Garces, Sabey Corporation — Matt Meile, Sabey Corporation — Josh Johnson, Sabey Corporation MAYES TESTING ENGINEERS, INC. MTE NO T08100 PROJECT: SABEY SDC52 CENTRAL PLANT Address: 3355 South 120 Place Tukwila, WA PERMIT NO: D07 -479 AUG 18 20 Owner: Sabey Corporation Architect: — Dip Nfi Engineer: — Contractor: Sabey Corporation Page 2 Date: 8 -5 -08 Weather: Indoors Inspection: Structural Steel Samples: N/A A MTE inspector arrived onsite to perform visual inspection of welding on the installation of framing for: 1. HVAC openings, 3 floor /grids D to E by 7. 2. HVAC hood and curbs, 4 floor /grids D.1 to G.1 by 7.1 to 7.6 Work installed appears to be in accordance with plans and AWS /D1.1 — 2006. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Reviewed by: INSPECTOR: Mat Taylor cc: Marcelo Garces, Sabey Corporation — Matt Meile, Sabey Corporation — Josh Johnson, Sabey Corporation Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Shaun W. Sevig T., Branch Manager MA YES ES TESflNG ENGINEERS, INC. MTE NO: T08100 PROJECT_ SABEY SDC52 CENTRAL PLANT Address: 3355 South 120 Place Tukwila, WA �� PERMIT NO: D07 - 479 OC Page 1 01 1200 * Owner: Sabey Corporation tall Architect: — Engineer: Contractor: Sabey Corporation Date: 7 - 29 - 08 Weather: Indoors Inspection: Fireproofing Samples: N/A PRELIMINARY: A MTE inspector arrived onsite for scheduled fireproofing inspection. Inspected top and bottom of walls A — E/57 in the UPS room. Fireproofing inspected was per engineer's plans with the following exceptions: 1. Behind HDP panned at grid line 5 2. Fire sprinkler pipe penetrating CMU wall at A.5 /riser room. INSPECTOR: John Salts Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Reviewed b Shaun W. Sevigny. ., Branch Manager cc: Marcelo Garces, Sabey Corporation — Matt Meile, Sabey Corporation — Josh Johnson, Sabey Corporation ENS ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 FILE COPY Permit No. Sabey Data Center INTERGATE EAST BUILDING 5 Tukwila, Washington GENERATOR INSTALLATION STRUCTURAL CALCULATIONS RECEIVED CITY OF TUKWILA JAN 2 5 2008 PERMIT CENTER Decem • er 9, 2 ENW Project No. 99- 136030 -2 CORRECTION LT R# 1- Lill ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECT # SUBJECT 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAx (206) 522 -6698 DATE SHEET OF BY PROJECT Ciebb 6001 - C -PZ Gc. !.a SNi t) e' - 2.00,E 13 C. G,9 a Y rUU c.e 64/441 - S If elya, ,r3 5 1404) _ -Si°l t (. 4I - z*e6F Sabey Data Center - Date and Time: 12/19/2007 1:00:10 PM 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 Parameters x Specified Soil Factors 0.2 140.6 Soil Factor of 1.00 1.0 073.7 Soil Factor of 1.52 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 1.600 046.0 1.700 043.3 1.800 040.9 1.900 038.8 2.000 036.8 SO s Property of Engineers Northwest, Inc., Seattle - Use by others unlawful Shaded cells Input = Job number : Job name : 99136030 Sabey Data Center IBC 2003 Section 1616.6 / ASCE 7 -02 Section 9.5.5 Equivalent Lateral Force Procedure - Building design base shear Ali references below are to ASCE 7 -0 :. (U.N.O.) utt Basic Seismic - Force - Resisting System = Basic Seismic - Force - Resisting System = Is Diaphragm considered Flexible? Is this considered a Building Structure ? hn = Ss = S1 = Site Class = Category = Top of wall elevation (parapet) = Elevation of top of wall lateral support (max.) = Elevation of top of wall lateral support (min.) = Seismic Use Group = Site Coefficient Fa = Site Coefficient Fv = Sms = Sm1 = Sds = Sd1 = Seismic Design Category (SDC) = To = Ts = Ct = Period = T = Sa = R= flo = Cd = I = Detailing Reference Section = 1910.2.4 Cs caic. = 0.156 Cs max = 0.180 Cs min. = 0.041 Cs use= 0.156 Vu design = 0.156 V design = 0.110 Diaphragms Ev ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 SHEET OF - /1/ Rev.6/29104 2E Special reinforced concrete shear walls BFS = Building Frame System Y Sec. 9.5.2.3.1 Y Sec. 9.14.1.1 - for Nonbuilding Structure definition. 64.00 ft h =fight to top level in main portion of structure (abv.base) 1.406 _ • . response acceleration at 0.2 seconds for Site Class B. 0.485 Spectral response acceleration at 1.0 seconds for Site Class B. D Table 9.4.1.2 Soil profile properties "D" is default unless the Building II Table 1 -1 page 4 Official thinks it is Site Class "E ". 64.00 ft. 64.00 ft. roof high point (minimum parapet) 60.00 ft roof low point (maximum parapet) Output W = Building weight (# or kips) I ,Section 9.1.3 & Table 9.1.3 1.000 ,/Table 9.4.1.2.4a 1.515 , /Table 9.4.1.2.4b 1.406 1/4/ Sfns = FaSs Sec. 9.4.1.2.4 (Eq. 9.4.1.2.4 -1) 0.735 Sm1 = FvS1 Sec. 9.4.1.2.4 (Eq. 9.4.1.2.4 -2) 0.937 ✓ids = 2/3Sms Sec. 9.4.1.2.5 (Eq. 9.4.1.2.5 -1) 0.490 �Sd1 = 2/3Sm1 Sec. 9.4.1.2.5 (Eq. 9.4.1.2.5 -2) D Tables 9.4.2.1a & 9.4.2.1b 0.105 0.2Sdl/Sds Section 9.4.1.26 0.523 Sd1 /Sds Section 9.4.1.2.6 0.02 Section 9.5.5.3.2 Table 9.5.5.3.2 0.453 seconds - Sec.9.5.5.3 (Eq. 9.5.5.3.2 -1) 0.937 Section 9.4.1.2.6 (Eq. 9.4.1.2.6 -1)or (Eq.9.4.1.2.6 -2) 6 Table 9.5.2.2 Response Modification Coefficient 2 System Overstrength Factor modified for flexible diaphragm 5 Deflection Amplification Factor for use in Sections 9.5.3.7.1 & 9.5.3.7.2 Occupancy Importance Factor - Table 9.1.4 Section 9.5.5.2.1 (Eq. 9.5.5.2.1 -1) Section 9.5.5.2.1 (Eq. 9.5.5.2.1 -2) Section 9.5.5.2.1 (Eq. 9.5.5.2.1- 3) &(Eq. 9.5.5.2.1 -4) Section 9.5.5.2.1 (Eq. 9.5.5.2.1 -1) *W At strength level USD (Eqs. 9.5.5.2.1) *W Working (0.7*E ) ASD 0.187 *D = + / -.2 Sds D (Eq. 9.5.2.7 -1 & 9.5.2.7-2) - May be Zero for proportioning foundations In ASD. Fpu = 0.1874 *wp + Vpx (Eq. 9.5.2.6.2.7) USD Fp = 0.1312 *wp + 0.70Vp (Eq. 9.5.2.6.2.7) ASD V = 0.110 *W ASD (Eqs. 9.5.5.2.1 above) wp = The weight of the diaphragm and other elements of the structure attached to Vpx = The portion of the shear force at the level of the diaphragm, required to be transferred to the components of the vertical seismic-force-resisting system because of the offsets or changes in stiffness of the vertical components above or below the diaphragm. IBC EQ. Table 9.5.5.3.1 Cu = 1.4 I Use the larger of these 2 equations Input = Job number : Job name : Walls - ASCE 7 -0.5 ASCE 7 -0, Section 9.5.2.6.2.8 Controls Wall Fpu = design Fp = Fp = at high M design = roof M design = at low M design = roof M design = Controls Wall Parapet only design 99136030 Sabey Data Center ASCE 7 - 0 5 9. Fpu = Fpu Fpu Fpu Fp design = Fp design = M design = M design = ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful 'Shaded cells Wall weight , Ww = L psf ap/Rp = 1.0 Parapets braced to framing below its cg. ASCE Table 9.6.2.2) 1p = 1.0 ASCE 7 -0' Section 9.6.1.5 Are the walls bearing or shear walls? Top of wall elevation (parapet) = 64 ft. from " IBC EQ." Sheet Elevation of top of wall lateral support (max.) = 64 ft. " Elevation of top of wall lateral support (min.) = 60 ft. 1E = Sds = 0.937 Seismic Design Category (Six) = D Is Diaphragm considered Flexible? Y " z/h = 1.0 Wall Anchorage & Parapets Output Ww = wall weight (psi) Concrete & Masonry Wall Lateral Loading - Out -of -plane force. 0.376 *Ww Main wall design (USD) 0.263 *Ww Main wall design (ASD @ 0.7*E) 19.8 psf ASD 10138 ( #- RJft.) (ASD) simple span (neglecting parapet) 10138 (#- fL/ft.) (ASD) reduced for cantilevered parapet 8910 (#- ftJft.) (ASD) simple span (neglecting parapet) 8831 (#- ff./ft.) (ASD) reduced for cantilevered parapet 6.1.3 Concrete & Masonry Parapets - Out -of -plane force. 1.124 *Ww (Eq. 9.6.1.3-1) 1.499 •Ww (Eq. 9A.1.3-2) maximum 0.281 •Ww (Eq. 9.6.1.3-3) minimum 1.124 *Ww USD - Controls 0.787 "Ww Working ( 0.7•E factor ) 69.1 psf (ASD 0.7•E ) 0 (#- ftJft.) (ASD 0.7•E) min. parapet @ 0 ff. high 472 (#- fldft.) (MD @ 0.7•E ) max. parapet @ 4 ft. high 200 • IBC Section 1604.82 & ASCE 7-CS 9.6.2.6 - Concrete & Masonry Wall Anchorage - Out-of -plane force. Wall Fpu = 280 (plt) Minimum USD @ point of anchorage Controls Anchorage Force Cs = 0.750 4 �4i ce . f 4 9 Wall anchorage Fpu = Cs • Tributary Weight F• desi•n= 1344 . • Wall Anchorage - NOTE:- 1.) For wall anchors that are not embedded 8 diameters minimum multiply the above wall anchorage factor by 2.0 for the anchor loads 2.) For design of steel elements of the wall anchorage system multiply the above anchorage loads by a factor of 1A. Sec.9.2.6.3.2 3.) For design of wood elements of the wall anchorage system the minimum net thickness of these wood elements must be 2 -1/2 ". IBC Walls SHEET OF f l Rev.6/16/04 Controls Wall design Controls Parapet only design ASEC 7-05 Section 9.6.1.3 Architectural Wall Elements - Out-of-plane force. Architectural Wall Controls dement Force Fpu = 0.450 "Ww (Eq. 9.6.1.3 -1) Component Non- Bearina Walls Fpu = 1.499 "Ww (Eq. 9.6.1.3-2) maximum Seismic Fpu = 0.281 *Ww (Eq. 9.6.1.3-3) minimum Fpu = 0.450 *Ww USD - Controls Fp design = 0.315 "Ww (MD @ 0.7•E) 12/19/2007 ‘77-1.0 C./'' `'" Category Importance Table 1 -1 pg.4 Factor Table 6-1 II 1.00 III &IV 1.15 * ** Property of Engineers Northwest, Inc., Seattle - Use by others unlawful MERICAN SOCIETY OF CIVIL ENGINEERS ND LOADS PER ASCE 7 -02 Section 6.0 - Method 2 - Low -Rise Buildings INPUT CELLS = (Shaded) PROJECT NUMBER: 99136030 PROJECT NAME: Sabey Data Center - LOCATION: Tukwila, WA DESIGN BY: DML PROGRAM LIMITATIONS::1.) The uilding h410! MUST NO ex d. he len nor idth (a' t e u it iiilg MUSTNO exceed eioo f slop )V) ST NOT ezc BUILDING WIDTH, B = BUILDING LENGTH, L = BLDG. EAVE HEIGHT, he = BLDG. RIDGE HEIGHT, hr = ROOF SLOPE, s = IS ROOF A HIP OR GABLE? HEIGHT OF PARAPET, hp = WIND VELOCITY, v = SITE EXPOSURE = IMPORTANCE FACTOR, I = MEAN ROOF HEIGHT, hmr = • DESIGN HEIGHT, hd = DESIGN HEIGHT, hd = Design height for (qh) = 1 0.40 5.37 psf 2 -0.69 -9.26 psf 3 -0.37 -4.97 psf 4 -0.29 -3.89 psf 5 -0.45 -6.04 psf 6 -0.45 -0.04 psf 1E 0.61 8.19 psf 2E -1.07 -14.37 psf 3E -0.53 -7.12 psf 4E -0.43 -5.77 psf BUILDING AND SITE INFORMATION INPUT 400.00 ft. 600.00 ft. 60.00 ft. 60.00 ft. 0.25 inlft. Gable 60.00 ft. 85 mph B 1.00 OUTPUT 60.00 ft. 60.00 ft. 60.00 ft. 60.00 ft. Windward Parapets = 24.17 psf Leeward Parapets = -14.77 psf a = 24.00 ft. 2a = 48.00 ft. ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Zone GCpf 1 0.40 2 -0.69 3 -0.37 4 -0.29 5 -0.45 6 -0.45 1E 0.61 2E -1.07 3E -0.53 4E -0.43 *** MAIN WIND -FORCE RESISTING SYSTEM IMWFRS1 FROM ASCE 7 Figure 6-5 ( Input From - "Building internal pressure condition" above) INTERNAL PRESSURE COEFFICIENTS - GCpi ENCLOSED = 0.18 -0.18 Kz = 0.8540 qh = 0.00256 Kz Kzt Kd V I (Eq. 6 qh = 13.43 psf EL.60 ft. Section 6.5.12.2.2 Low -Rise Buildings p = qh[(GCpf) - (GCpi)) (Eq. 6-18) Case A - Perpendicular to ridge Case B - Parallel to ridge Zone GCpf Load SHEET t f OF '-r 1r 4/4/06 (PARALLEL TO RIDGE) (PERPENDICULAR TO RIDGE) Roof slope = 1.1935 degrees a to T.O.W.) (3 second gusts only !III ) Section 6.5.6.3 See table to the right (WIND PERPENDICULAR TO RIDGE (WIND PARALLEL TO RIDGE) 1 Load 5.37 psf -9.26 psf -4.97 psf -3.89 psf -6.04 psf -6.04 psf 8.19 psf -14.37 psf -7.12 psf -5.77 psf Importance Factor - 1 TOPOGRAPHIC FACTOR, Kzt = 1.00 Figure 6-4 & Eq. 6-3 DIRECTIONALITY FACTOR, Kd = 0.85 For this Kd you MUST use ASCE load combinations in Sec. 2.3 & 2.4 Building internal pressure condition = ENCLOSED Determines GCpi in Figure 6-5 * Note:- Ill = Public Assembly &/or Hazardous * ( See ASCE 7 Section 62 for definitions of Enclosure Classifications) Substance & IV = Essential Facility LB = 1.50 B/L = 0.67 hmr/B = 0.150 hmr/L = 0.100 Internal pressure = +/- 2.42 psf NOTE: - Internal pressure for the main frame cancels when Zones 1 & 4 and 1E & 4E are combined but adds or subtracts at Zones 2, 3, 2E and 3E that do not have directly opposing frame loads. 12/1912007 New wind.Ids "' Property of Engineers Northwest, Inc., Seattle - Use by others unlawful*** PROJECT NUMBER: 99136030 PROJECT NAME: Sabey Data Center - LOCATION: Tukwila, WA WIND LOADS PER ASCE 7-02 Section 6.0 - Method 2 - Low -Rise Buildings HEIGHT OF PARAPET, hp = 60.00 ft. BLDG. RIDGE HEIGHT, hr = 60.00 ft. BLDG. EAVE HEIGHT, he = 60.00 ft. MEAN ROOF HEIGHT, hmr = 60.00 ft. Distance diaphragm is below roof = 129.6 in. Wall Support Elevation at Ridge = 67.44 ft. Wall Support Elevation at Eave = 57.44 ft. 2a = 48.00 ft. a = 24.00 ft. Loads to MWFRS Location Zones Walls comers= 1E &4E Walls = 1 & 4 Windward roof = 2 Leeward roof = 3 Windward roof = 2E Leeward roof = 3E Walls parallel to the wind = 5 & 6 Windward Parapets = All Leeward Parapets = All ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 = Joist depth MBS buildings For MWFRS Corner design load For Wall "Comer" design load Loads 13.96 psf 9.26 psf -11.68 psf -7.38 psf -16.78 psf -9.53 psf 0.00 psf 24.17 psf -14.77 psf MWFRS - Diaphpagm loading parallel to the ridge Corner load (up to) 48 ft. from corners = Load at 48 ft. from corners = Corner load (up to) 48 ft. from corners = Non-comer load (more than) 48 ft. from corners = MWFRS - Roof Uplifts Components & Cladding Wail Design It 1104 sq.ft. trib. (Inward) = Wall Design a 1104 sq.fL trib. (Outward) _ Wall Design @ 1104 sq.fL trib. (Outward at Corners) = Wall Design a 25 sq.ft. trib. (Inward) _ Wall Design a 25 sq.fL trib. (Outward) _ Wall Design a 25 sq.fL trib. (Outward at Corners) = Parapet only Design at Corners = Parapet only Design NOT at Corners = Roof overhang Or Canopy Roof Slope = Roof overhang Or Canopy Area = Roof overhang & canopies uplift (Zone 3) _ Roof overhang & canopies uplift (Zone 2) = 2 440 plf 300 plf MWFRS - Diaphpaam loading perpendicular to the ridge 440 plf 300 plf Roof uplift load up to 48 ft. from exterior walls = -16.8 psf Roof uplift load more than 48 fl from exterior walls = -11.7 psf 10.9 psf -12.1 psf -12.1 psf 13.7 psf -14.9 psf -17.6 psf 2t8 psf 21.8 psi I 0.50 In./ft. I 500.0 sq.ft. .9.7 psf -13.3 psf 4- USE 4- USE 4- f--- USE 4- USE 4-- USE 4- USE 4- USE 4- USE 4- USE r -USE 4- USE 4- USE 4- USE 4-- USE 4- USE 4- USE SHEET C OF 12/19/2007 New wind.xds PROJECT NUMBER: 99136030 PROJECT NAME: Sabey Data Center - LOCATION: Tukwila, WA Main Wind Force Resisting System Example :- Wind load perpendicular to roof ridge Note :- Total windward parapet pressure is 24.17 psf Total leeward parapet pressure is -14.77 psf per Section 6.5.12.2.4 Parapet height 0.000 ft. 8.19 psf Zone 1E Parapet height 0.000 ft. 5.37 psf Zone 1 Windward Wall Windward Wall ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 15.98 psf : Note : Usefor loads to DiaphragmsONLY,........_... _. ............ NOT for wall: design :loa s - Method 2 - ASCE 7 -02 "Case A" Ref. Section 6.5.12.2.4 for parapet Not at Corners 260 pit - • - • - • — Load to Diaphragm 450 pit - Roof Elevation 60.000 ft — -190 pif — 57.438 ft V At Corners 3 Top of Parapet z-- Elevation 60.00 ft -9.00 psf Top of Parapet Elevation 60.00 ft. Leeward Wall 18.80 psf 170 pit Load to Diaphragm 300 pit - Roof Elevation 60.000 ft — -10.88 psf -130 pit — 57.438 ft Leeward Wall SHEET 6 OF'f -5.77 psf Zone 4E -3.89 psf Zone 4 12/192007 New wind.xls JOB # FOR : - DESIGN of Square Tube Steel (HSS) Strong backs @ new wall openings, etc. WALL STRONG BACK LOCATION: - typical west wall at louvres Input cells = WALL HSS. STRONGBACK OPENING Conn. must occur between 1st conn. above top of door & floor (60" o/c max.) Property of Engineers Northwest, Inc., Seattle - Use by others unlawful 99136.030 -2 Trial Sq. HSS size = I PROVIDED = IREQ'D.= S PROVIDED = SREQ'D.= ACTUAL DEFLECTION = ALLOWABLE DEFL.(12H/150) = ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 I5X6X1/4 16 13.96 6.41 3.34 .1.12 1.28 JOB NAME :- Sabey Data Center in. in. in. in. in. in. Strongback Pagel ROOF ( Wall support ht. ) A '> -> - 3 --3 I 0.33 4.67 2.00 9.00 Duration factor = wind load = seismic load = lateral design load = T =C= T =C= FA SCIST = MTUBE = T p.m.= V MAX. _ u 352 16.00 strength psf psf psf 1869 # (corm just above door) 2220 # (top connection) 11248 ( IN WALL HEIGHT "H" ) 11248 #-ft 2220 # @ WALL CONNS. 2812 # G TS BASE CONN. WALL WITH HSS 5X5X114 STRONG BACK IS OK FOR LATERAL LOAD SHOWN HSS EX5X114 weighs 16.62 plf SHEET ) OF I Rev. 6/25/04 loading 12/19/2007 STRBACK.XLS ENW ENGINEERS NORTHWEST, INC., P.S. ^' STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAx (206) 522 -6698 I PROJECT ## 9 9/..4 6 -O 3d I PROJECT v /4' c7 7 0)11)1 0 DATE / Z - (. - c SUBJECT SHEET ) OF 6__YX, 7 (l, t) f , L r o,,,y3) to V- /( 0 ► 7 - 8 k BY 0,,( --- JOB # BEAM MARK: This is for a Load Combination Used = Fy = Fc = Mu = Vu = b= d= No. of tension bars = 0 1= Ku = p (design) = vu = vc = Av = Max.tie spcg.= ENGINEERS NORTHWEST, INC. P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful ACI 318 -05 CONCRETE BEAM DESIGN FOR TENSION & SHEAR REINFORCING OUTPUT 0.85 0.029 ksI 0.9 0.0007 0.75 0.022 ksi 0.126 ksl Sec 10.2.7.3 Sec 9.3.2.1 Flexure Sec 9.3.2.3 Shear Sec 11.3.1.1 SHEET � L OF_� 12/12/07 p (min.) = 0.0033 =.2/Fy Mu (k -ft) = 3 @ p (min.) As(in = 0.16 @ p (min.) p (max.) = 0.0201 @.715 rho bal. NO TIES 2.0 In.o/c Input No. of vertical tie legs 2 3 4 Sec. 11.5.5.1 & 3 Maximum Tie Saa Choose Tie size # 6 #6 #6 _ NO TIES REQUI ED NO TIES REQUIRED NO TIES REQUIRED Mu (k -ft) = 14 p (max.) As(in = 0.96 @ p (max.) p may be less than p (min.) providing 10.5.3 p (design) is >= 4/3 p (per analysis) ACI 318 Sec. 10.5.1 10.3.5 12/19/2007 ACI CONC. BM. ACI Concrete Beam.XLS 05 -04 -2009 DAVID KANG 12201 TUKWILA INTERNATIONAL BL SEATTLE WA 98168 RE: Permit No. D07 - 479 3355 S 120 PL TUKW Dear Permit Holder: City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director In reviewing our current records the above noted permit has not received a fmal inspection by the City of Tukwila Building Division. Per the International Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code, every permit issued by the Building Division under the provisions of the code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit issuance, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or fmal inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the International Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code does allow the Building Official to approve one extension of time for an additional period not exceeding 180 days. Extension requests must be in writine and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 06/02/2009 , your permit will become null and void and any further work on the project will require a new permit application and associated fees. Thank you for your cooperation in this matter. Sincerely, 1D :JLQ Bill Rambo Permit Technician xc: Permit File No. D07 -479 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 12 -03 -2008 DAVID KANG 12201 TUKWILA INTERNATIONAL BL SEATTLE WA 98168 RE: Permit No. D07 -479 3355 S 120 PL TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code, every permit issued by the Building Division under the provisions of the code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit issuance, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the International Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code does allow the Building Official to approve one extension of time for an additional period not exceeding 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 01/17/2009 , your permit will become null and void and any further work on the project will require a new permit application and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: r Marshall Technician Permit File No. D07 -479 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: January 8, 2008 Project Name: Sabey Data Center Permit #: D07- 479 Plan Review: Allen Johannessen, Plans Examiner • Page 1 Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Building codes referenced in the plan set and engineers calculations reference out dated building codes. As of July 1 2007 City of Tukwila requires all plan designs with notes to comply with the new adopted 2006 International Building codes. Please review plan sheets and revise plan notes to show plans and structural design shall comply with the current 2006 International Building codes including 2006 UPC, 2006 WSEC, 2003 ANSI and other current relative building codes. 2. In addition to item 1) on sheet S1 the building department contact shows Ken Nelsen as the building department contact. Ken is no longer with the building department. The current senior plans examiner is Dave Larson. Please show all references up to date. Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. ACTIVITY NUMBER: D07 -479 DATE: 01 -25 -08 PROJECT NAME: SABEY DATA CENTER SITE ADDRESS: 3355 S 120 ST Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: 00 Buid gDTvi ion Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU NG: Please Route Structural Review Required REVIEWER'S INITIALS: Approved ❑ Notation: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY Approved with Conditions C ❑ Permit Coordinator n DATE: DATE: Planning Division DUE DATE: 01-29-08 Not Applicable n No further Review Required DUE DATE: 02 -26-08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Entered in Permits Plus on City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: i Z Veer Plan Check/Permit Number: D07 -479 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Sabey Data Center Project Address: 3355 S 120 St Contact Person: 7::›A V / 4 ) N Phone Number: (2O0 - 524' Summary of Revision: C orurzecrn g ue c-b, ry t e mpEs p..-t=ne C4 iN n i i y t — s • conoet - ? - /nit, bE P Ce,vrai -en— Sheet Number(s): s 2— "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by; \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director RECE JA N 2 5 2008 Documents/routing slip.doc 2 -28-02 ACTIVITY NUMBER: D07 -479 DATE: 12 -21 -07 PROJECT NAME: SABEY DATA CENTER SITE ADDRESS: 3355 S 120 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS B Ing iJision Public Work t Comments: Please Route � PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP TUES/THURS ROUT,(NG: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: ot1I I Bldg 612 AIM/ 1 - i, Fire Prevention [ Structural DETERMINATI N OF COMPLETENESS: (Tues., Thuxs.) i / Complete C , Incomplete Structural Review Required PM Planning Division Permit Coordinator C DUE DATE: 1 2-27-07 Not Applicable C Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: Fire ❑ Ping ❑ PW ❑ Staff Initials: n DUE DATE: 01 -24-08 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) H Notation: REVIEWER'S INITIALS: DATE: License Information License SABEYC *953RE Licensee Name SABEY CORPORATION Licensee Type CONSTRUCTION CONTRACTOR UBI 600254734 Ind. Ins. Account Id 33122101 Business Type CORPORATION Address 1 12201 TUKWILA INTL BLVD 4THFL Address 2 City SEATTLE County KING State WA Zip 981685121 Phone 2062818700 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 12/5/2005 Expiration Date 12/5/2009 Suspend Date Separation Date Parent Company Previous License SABEYCI033KM Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #1 HARTFORD FIRE INS CO 52BSBDQ2825 11/29/2005 Until Cancelled $12,000.00 12/05/2005 Business Owner Information Name Role Effective Date Expiration Date SABEY, DAVID A PRESIDENT 12/05/2005 HARMON, JAMES N SECRETARY 12/05/2005 Look Up a Contractor, Electri^;an or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= SABEYC *953RE 02/08/2008 Sabey Data Center Generator Installation - Building 5 3355 South 120th Place Tukwila, WA 98168 Project Number 207642.01 December 20, 2007 PE'.MIT SET of g :'.. . NOTE: Revi:sion SEPARATE PERMIT REQUIRED FOR: 6 A e chanic3 Yj UiLpumni WGas Piping City a Tulcwila BUILDING DIVISION FILER OPY Permit tio....4 Mar review approval Is subject to errors and omissions. Approval of canslnn documents does not authodza the violation of any adopted code or oniinanoa. Receipt of approved Field Copy and conditions is acknowledged: City of Tukwila BUILDING DIVISION j:\ projects \sabey \sabeygen \caddsdc521 \sheets \sdc5201 _cover.sht 1/23/2008 c O NJ 00 0 CO go N L 0 N CD CV Q 074 O _00 - .� �❑o co Ec>>A= own Lo cum u) co CALLISON RECEIVED CITY OF T(JK\ N!LA JAN 2 5 "` "3 PERMIT CENTER CORRECTION O� 9:31:51 AM COPYRIGHT © 2003 CALLISON ARCHITECTURE, INC. PROJECT DIRECTORY OWNER SABEY CORPORATION 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE, WA 98168 TELE: (206) 281 -8700 FAX: (206) 282 -9951 OWNER'S SABEY CONSTRUCTION REP. 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE, WA 98168 TELE: (206) 281 -4200 FAX: (206) 281 -0920 ARCH. CALLISON, LLC 1420 5TH AVENUE, SUITE 2400 SEATTLE, WA 98101 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 MECH. ELEC. MCKINSTRY 5005 3RD AVE S SEATTLE, WA 98134 TELE: (206) 762 -3311 FAX: (206) 832 -8685 VECA ELECTRIC 5614 7TH AVE S SEATTLE, WA 98108 TELE: (206) 436 -5229 FAX: (206) 696 -7329 PROJECT ANALYSIS APPLICABLE CODES: 2006 INTERNATIONAL BUILDING CODE W /AMENDMENTS 2006 INTERNATIONAL MECHANICAL CODE 2006 INTERNATIONAL FIRE CODE 2006 UNIFORM PLUMBING CODE 2006 INTERNATIONAL RESIDENTIAL CODE THE ABOVE WITH STATE AMENDMENTS. WASHINGTON STATE BUILDING CODE 2006 WASHINGTON STATE ENERGY CODE 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE EXISTING GROSS BUILDING AREA: 188,222 S.F. EXISTING BUILDING HEIGHT: 3 STORIES EXISTING PARKING: 188 (ON GRADE) BUILDING ZONING: MIC /H MANUFACTURING INDUSTRIAL/ HEAVY (NO CHANGE) SEISMIC ZONE: 3 OCCUPANCY GROUP: B OFFICE/ ELECTRONIC DATA CENTER (NO CHANGE) CONSTRUCTION TYPE: 1-FR FULLY SPRINKLED SCOPE OF WORK INSTALLATION OF TWO NEW GENERATORS AND SUPPORT GEAR. BUILDING ADDRESS INTERGATE EAST CAMPUS 3355 S. 120th PLACE TUKWILA, WASHINGTON 98168 LEGAL DESCRIPTION DRAWING INDEX ARCHITECTURAL A -000 GENERAL INFORMATION SHEET A -001 SITE PLAN A -002 FIRST FLOOR EXITING DIAGRAMS A -003 SPECIFICATIONS A -004 SPECIFICATIONS A -005 FIRST FLOOR DEMOLITION PLAN A -100 FIRST FLOOR PARTIAL PLAN A - 101 FIRST FLOOR PARTIAL REFLECTED CEILING PLAN A -300 GENERATOR AND FUEL SYSTEM SECTIONS AND ELEVATIONS A -500 EXTERIOR ELEVATIONS A -800 DOOR & FINISH SCHEDULES & DETAILS A -801 GENERATOR STACK DETAILS SYMBOLS SYMBOL AND DESCRIPTION BUILDING SECTION INDICATOR RECTANGULAR DETAIL INDICATOR CIRCULAR DETAIL INDICATOR SECTION DETAIL INDICATOR EXTERIOR ELEVATION INDICATOR MATCH LINE SEE XX /A -XXX MATCHLINE INDICATOR EXISTING COLUMN GRID INDICATOR AND GRID LINES DATUM INDICATOR ROOM NAME XXIXXIXX I 2022 j DOOR NUMBER WINDOW NUMBER LOUVER NUMBER (i)> WALL /PARTITION TYPE INDICATOR ROOM NAME 2022 AIBICID EXIT LIGHT FIXTURE (CEILING MOUNT) EXIT LIGHT FIXTURE (WALL MOUNT) INTERIOR ELEVATION INDICATOR e ROOM NAME & NUMBER ROOM NAME & NUMBER AND FINISH CODES (FIXXXXX) <FIXXXXX> WALL SECTION INDICATOR XX A -XXX SMALL CONDITION DETAIL INDICATOR REVISION INDICATOR NEW COLUMN GRID INDICATOR AND GRID LINES SPOT ELEVATION INDICATOR ROOM NAME 2022 F2 FINISH INDICATOR <XIXXXXX> FIXTURE INDICATOR ROOM NAME & NUMBER AND FINISH CODE FURNITURE INDICATOR <EIXXXXX> EQUIPMENT INDICATOR SECURITY CAMERA ABBREVIATIONS AC ASPHALTIC CONCRETE ACC ACCESSIBLE ACOUS ACOUSTICAL ACT ACOUSTICAL CEILING TILE AD AREA DRAIN ADDM ADDENDUM ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT ALT ALTERNATE ALUM ALUMINUM ANOD ANODIZED APPROX APPROXIMATE APT APARTMENT ARCH ARCHITECT, ARCHITECTURAL AUTO AUTOMATIC AV AUDIO VISUAL BB BD BLDG BLKG BO BOT BRG BRZ BSMT BUR CAB CABINET CB CATCH BASIN CEM CEMENT, CEMENTITIOUS CER CERAMIC CFLG COUNTERFLASHING CG CORNER GUARD CH COAT HOOK CI CAST IRON CIP CAST - IN - PLACE CL CENTERLINE CLG CEILING CLO CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT CO CLEAN OUT, CASED OPENING COL COLUMN COMM COMMUNICATION CONC CONCRETE CONN CONNECTION, CONNECT CONSTR CONSTRUCTION CONT CONTINUOUS, CONTINUE CORR CORRIDOR CPT CSWK CT CTR CU D DEEP DOUBLE DOUBLE DEMO DEMOLISH, DEMOLITION DET DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIAG DIM DIV DMPF DN DR DS DW DWG DWR E EIFS EJ EL ELEC ELEV ENCL EP EPO EQ EQUIP ESCAL EXH EXP EXIST EXT FA FCIO FD FDC FDTN FE FEC FH FHC FIG FIN FLEX FLR FLUOR FO FOIC FP FR FRMG FRPF FRT FS FT FTG FUT FVC FWC GA GALV GEN GFRC GFRG GFRP GL GYP GYP BD H HB HC HD HDBD HDW HDWD HM HO HORIZ HR HT HVAC BULLETIN BOARD BOARD BUILDING BLOCKING BOTTOM OF BOTTOM BEARING BRONZE BASEMENT BUILT UP ROOFING CARPET CASEWORK CERAMIC TILE CENTER CUBIC DIAGONAL, DIAGRAM DIMENSION DIVIDE, DIVISION DAMPPROOF, DAMPPROOFING DOWN DOOR, DRESSING ROOM DOWNSPOUT DISHWASHER DRAWING DRAWER EAST EXTERIOR INSULATION AND FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRIC, ELECTRICAL ELEVATOR ENCLOSE, ENCLOSURE ELECTRIC PANEL EMERGENCY POWER OFF EQUAL EQUIPMENT ESCALATOR EXHAUST EXPANSION, EXPOSED EXISTING EXTERIOR FIRE ALARM FURNISHED BY CONTRACTOR/ INSTALLED BY OWNER FLOOR DRAIN FIRE DEPARTMENT CONNECTION FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE HYDRANT FIRE HOSE CABINET FIGURE FINISH, FINISHED FLEXIBLE FLOOR FLUORESCENT FACE OF, FINISHED OPENING FURNISHED BY OWNER/ INSTALLED BY CONTRACTOR FIRE PROTECTION FRAME, FIRE RATED FRAMING FIREPROOF, FIREPROOFING FIRE RETARDANT TREATED FLOOR SINK FOOT, FEET FOOTING FUTURE FIRE HOSE VALVE CABINET FABRIC WALL COVERING GAGE GALVANIZED GENERAL, GENERATOR GLASS - FIBER REINFORCED CONCRETE GLASS -FIBER REINFORCED GYPSUM GLASS -FIBER REINFORCED PLASTIC GLASS GYPSUM GYPSUM BOARD HIGH HOSE BIBB HOLLOW CORE HAND DRYER HARDBOARD HARDWARE HARDWOOD HOLLOW METAL HOLD OPEN HORIZONTAL HOUR HEIGHT HEATING, VENTILATING, AND AIR CONDITIONING ID INCL INFO INSUL INT JAN JS JT KIT LAM LAU LAV LT LTG MAS MAIL MAX MECH MED MEMB MEZZ MGT MFR MH MIN MISC MO MS MTD MTL MVBL N NIC NO NOM NTS OC OH OD OPNG OPP ORD OTS PBD PC PD PERP PLAM PLAS PLYWD PNL PL PR PRK PROP PT PTN QT R RCP RD REF REFR REINF REQD REV RFC RM RO RT SC SCHED SD SECT SGL SHT SHTHG SIM SPEC SPKLR SPKR SQ S5 SST STC STD STL STOR STRUCT SUSP T T &G TEL TEMP TER THK TMPD TO TSTAT TV TYP UGND UNFIN UON VERT VEST VNR VR VWC W W/ W/0 WC WD WH WP WR WT WWF XMFR YD INSIDE DIAMETER INCLUDE, INCLUDING INFORMATION INSULATE, INSULATION INTERIOR JANITOR JANITOR SINK JOINT KITCHEN LONG LAMINATE, LAMINATED LAUNDRY LAVATORY LIGHT LIGHTING MASONRY MATERIAL MAXIMUM MECHANICAL MEDIUM MEMBRANE MEZZANINE MANAGEMENT MANUFACTURE, MANUFACTURE MANHOLE MINIMUM, MINUTE MISCELLANEOUS MASONRY OPENING MOP SINK MOUNTED METAL MOVABLE NORTH NOT IN CONTACT NUMBER NOMINAL NOT TO SCALE ON CENTER OVERHEAD OUTSIDE DIAMETER OPENING OPPOSITE OVERFLOW ROOF DRAIN OPEN TO STRUCTURE ABOVE PARTICLEBOARD PRECAST PLANTER DRAIN PERPENDICULAR PLASTIC LAMINATE PLASTER PLYWOOD PANEL PROPERTY LINE PAIR PARKING PROPERTY PAINT, POINT, PRESSURE TREATED PARTITION QUARRY TILE RADIUS, RISER REFLECTED CEILING PLAN ROOF DRAIN, ROAD REFER TO, REFERENCE REFRIGERATOR REINFORCED, REINFORCING REQUIRED REVISED, REVISION ROOFING ROOM ROUGH OPENING RIGHT SOUTH SOLID CORE SCHEDULE STORM DRAIN SECTION SINGLE SHEET SHEATHING SIMILAR SPECIFICATION SPRINKLER -SPEAKER SQUARE SERVICE SINK STAINLESS STEEL SOUND TRANSMISSION CLASS STANDARD STEEL STORAGE STRUCTURAL SUSPENDED TREAD TONGUE AND GROOVE TELEPHONE TEMPERATURE, TEMPORARY TERRAllO THINK, THICKNESS TEMPERED TOP OF THERMOSTAT TELEVISION TYPICAL UNDERGROUND UNFINISHED UNLESS OTHERWISE NOTED VERTICAL VESTIBULE VENEER VAPOR RETARDER VINYL WALLCOVERING WEST, WIDE WITH WITHOUT WATER CLOSET, WALLCOVERING WOOD WALL HYDRANT WEATHERPROOF, WATERPROOF, WATERPROOFING, WORK POINT WATER RESISTANT WEIGHT WELDED WIRE FABRIC TRANSFORMER YARD GENERAL NOTES 1. DO NOT SCALE THE DRAWINGS. 2. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK. 3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. NOTIFY THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 4. DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO FINISH SURFACES, UNLESS OTHERWISE INDICATED. 5. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS, SHALL BE LOCATED SO THAT THE EDGE OF THE FINISH OPENING IS SIX INCHES FROM THE FACE OF THE NEARBY WALL UNLESS OTHERWISE INDICATED. ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENTWALL INTERSECTIONS. 6. 'B /S' INDICATES BUILDING STANDARD AS PROVIDED BY LANDLORD DRAWN AND /OR SPECIFIED IN THE CONTRACT DOCUMENTS OR MATCHED TO EXISTING CONSTRUCTION IN THE BUILDING. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL DOCUMENTS FOR BUILDING STANDARD TENANT IMPROVEMENTS WHEN APPLICABLE OR NOT INDICATED OTHERWISE IN THE ARCHITECTURAL DOCUMENTS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY IN THE AREA OF WORK IN ACCORDANCE WITH APPLICABLE SAFETY CODES, PERFORM ALL WORK TO MEET OR EXCEED THE REQUIREMENTS OF ALL APPLICABLE CODES, ORDINANCES, LAWS, REGULATIONS, SAFETY ORDERS AND DIRECTIVES FROM AUTHORITIES HAVING JURISDICTION OVER THE WORK. 8. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN WITHOUT GUARANTEE OF ACCURACY. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS. NOTIFY THE ARCHITECT FOR RESOLUTION OF ANY DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTING THE DESIGN PRIOR TO PROCEEDING WITH THE ITEM OF WORK AFFECTED. 9. COORDINATE ALL WORK AS REQUIRED WITH BUILDING MANAGEMENT INCLUDING THE USE OF ELEVATORS, TEMPORARY STORAGE USE OF LOADING DOCKS, AND BUILDING KEYING SYSTEM, ETC. 10. ALL DETAILS AND REFERENCES ARE GENERALLY NOTED ONCE, THE FIRST TIME THEY APPEAR AND THEY ARE TYPICAL FOR SIMILAR CONDITION ELSEWHERE UON. 11. SEE ARCHITECTURAL SPECIFICATIONS BOOK IN ADDITION TO CONSTRUCTION DOCUMENTS FOR ADDITIONAL INFORMATION (VERIFY IF SPECS ARE TO BE ISSUED). 12. MECHANICAL, ELECTRICAL, AND PLUMBING IS TO BE FULLY ENGINEERED FOR PRICING PERMITTING AND CONSTRUCTION. NOTIFY ARCHITECT IF DISCREPANCY EXISTS BETWEEN INFORMATION SHOWN ON DOCUMENTS. ARCHITECTURAL DRAWINGS TAKE PRECEDENCE. PARCEL 4: LOTS 1 THROUGH 8, INCLUSIVE, IN BLOCK 5 AND LOTS 1 THROUGH 8, INCLUSIVE AND 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 "RIVERTON ", 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 NO. 9203260787: SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. 10 11 :\projectslsabey \sabeygen \caddsdc52 ee s boi PTRI HT 3 2007 ALLI 12 n Z 0 U) J J U w z 0 A -000 U) CL 2 U co ct w w F- C7 w F- Z 0 N 0 N N N 0 w rn 0 rn C .c (a 3 N 0 CO RECEF E D JAN 2 5 r'3 0 0 u_ 0 L CO (0 N (0 0 0 N I- on OF TUKWILA PENN T CENTER N CO (0 co rn 3 0 Cu CD 0 0 r ISSUED / REVISED DATE PERMIT SET 12/20/2007 PERMIT REVISION 01/25/2008 GENERAL INFORMATION SHEET BUILDING 2 107,489 S.F. OCCUPANCY S PARKING 1/1000 =108 V -N SPRINKLERED UNLIMITED AREA RAINIER McLEOD LIGHT COLOR USA REALM TRANSFORME PAD IIIII: 1111111 ADJUSTED ;LOT L I NEo VACANT BUILDING 3 161,445 S.F. OCCUPANCY F PARKING 1/1000 =161 YARD V -N SPRINKLERED AREA 359080 S.F. 2 HR AREA • B • s 116 Cor. SEPARATION WALL BLDG. *3 SWITCH GEAR 24,840 S.F. 2 HR AREA 249840 S . F . 2 HR AREA, SEPARATIO WALL 18,640 S.F. .189640 S.F. OPTION YARD W/ NEW FIRE r ` �r i : . r IL 3411 S. 120TH PL. BUILDING 1 1 98,564 S.F. PARK OCCUPANCY F SWITCH PARKING 1/1000 =99 ` GEAR V -N SPRINKLERED BLDG. *I SWITCH GEAR 433 S. 120TH PL. MAIL CENTER YARD r " AREA 389083 S.F. 2 HR AREA SEPARATION WALL 28,627 S.F. i 30' RECORDED NON BUILD EASEMENT 2 HR AREA SEPARATION WALL BUILDING 4 115,895 S.F. OCCUPANCY F PARKING 1/1000 =116 V -1 HR SPRINKLERED 399627 S.F. ENCLOSED DOCK 2 HR AREA ADJUSTED LOT LINE FIRE LANE NOSTANDING OR PARKING AT ANYTIME BLDG. *4 SWITCH GEAR 60' RECORDED NON BUILDABLE EASEMENT wE T! arin A, 1U,.;:0 6 sy,tt, cr?� • U) z C Sec. 9 1/4 Cor. Sec. 10 NORTH 0 LOT 1 25' RECIPROCIAL ACCESS EASEMENT FH PROJECT LOCATION 111 \ 3511 S. 126TH PL. 60' RECORDED NON BUILDABLE EASEMENT 10 l: •rode s a•ey a•eygen ca•.s•c ee s 11 12 2007 ALLI • N n II • .,. y Q' w z O z 0 r) - J J U z 0 sm W a 11 H .1 2 Z JQ W 4 I— I— N y H v ? w 4 ° OG W O I— I" 0 W 4 i to tr W Q W I- Z z W — ISSUED / REVISED DATE PERMIT SET 12/20/2007 PERMIT REVISION 01/25/2008 SITE PLAN A -001 0 0 N 0 N (L) CU a) 0) to N CO M N CO CO CC N III. RECECVE-D r. rm./ r4- . i -im;d L.CI' Y to CA N CO CO CO O N IL E 0 U N CU U) EXIT EXIT 'I' "1111k C NOTE: DAYTANKS FOR DIESEL FUEL ARE UL RATED 2085 1 - HR RATED FIRE RESISTIVE. GENERATOR ROOM CLASSIFIED AS GROUP 'B'. AREA OF WORK THIS PERMIT SPRINKLER CONTROLS GENERATOR ROOM 4830 SF GENERATOR ROOM I t I I I I I I II It II II II It I I I I FUTURE GENERATOR ROOM a a a UNOCCUPIED SPACE a a a a EXIT a a a SPRINKLER CONTROL a a a B }1. ?-20' a a ft a FUTURE UPS ROOM = = = a a a a a UNOCCUPIED SPACE a a a a a FIRST FLOOR EXITING DIAGRAM a GENERATORS (EXISTING) IIIIIIIIIIIIIIlIII immummini 0411140 litt ...pp, 7 hirrwri9h1 — 1■11 ■•■ II or II EXIT EXIT L__ T TT_ _T_ _ _ I_ _ OM) a a WASTING) a a GENERATORS (EXISTING) a k • k a asTiNG) a 1 a a a T a OFFICE 10 a a llllll 111111111U J:1projectslsabeytsabeygen\caddsdc5 ee s 11 EXIT TRAVEL DISTANCE COMMON PATH OF TRAVEL DISTANCE (POINT A TO POINT B): 89' TOTAL DISTANCE TRAVELLED A TO C: 214' LEGEND B 300 17 1 OCCUPANCY GROUP OCCUPANT LOAD FACTOR NUMBER OF OCCUPANTS EXITS REQUIRED EXIT •v. irA I I a • Y Er - P RI 12 b01 L4 7c:7 (E) 2007 CALLISON PERMIT SET 0 0 0 0 IJJ o 0 U) z 0 Iii 2 Z < ° LI I— I— N Cf) et Z < i ■I ce 12 Cr) 0 H au ct co w W i— (1) Z z IAA — (9 ISSUED / REVISED PERMIT REVISION FIRST FLOOR EXITING DIAGRAM A-002 0 CJ CD CO 0 0) C CO M CI) CA CO 0 W a) () a) C) cJ LO 4E— LO WI 0 ) uru 1 Li 0 H hIViH UEN.ITER U, C■1 CO , 4• cf) CNI CO (s) 0 C\1 RECEIVED C/I7( C 7 7 ;I-c.Ali; 010 c) 0) .) c0 - (N ��.o 0 C■1 cu Co co 0 0 C Li- DATE 12/20/2007 01/25/2008 a cv Co CNI C) w CL H (3) 4 O I • r I 7 IIt' v 21' -1" Iksc aD 1 fd 1 I 1 1 1 I � 1 1 I r 1 i c ° I - O ' 1 aD 1 r rn I 1 I co co 17' -6 1/2 " 4j- Q 1 ' 1 1/8' -1' j NOTE: TRENCH DIMENSIONS GIVEN ARE FINISH DIMENSIONS. SEE DETAILS FOR CONS. k FIRST FLOOR PARTIAL DEMOLITION PLAN EXISTI TRENCH H EXISTING TRENCH EXISTING TRENCH 13'-1 5/8 " 1 i 0 4 r 0 r 4 i 4 i P th 0 SAW CUT PRIMARY FUEL OIL TRENCH. FINISH DIMENSIONS TO BE 3' WIDE x 1' 6" DEEP. SEE DETAILS FOR CONS. DIMS. EXCAVATE TRENCH. SAW CUT SECONDARY FUEL OIL TRENCH. FINISH DIMENSIONS TO BE 1' WIDE x 1' 6" DEEP. SEE DETAILS FOR CONS. DIMS. EXCAVATE TRENCH. REMOVE EXISTING DOOR AND JAMB. RETURN TO OWNER STOCK. O SAWCUT OPENING INTO PRECAST PANEL FOR NEW AREA WAY. SEE ELEV 01 /A -500. ®® SAWCUT OPENINGS INTO PRECAST PANELS FOR GENERATORS. SEE ELEV. 01/A-500 SAW CUT PRIMARY FUEL OIL TRENCH. FINISH O DIMENSIONS TO BE 3' WIDE x 5' DEEP. SEE 01 /A -300 FOR CONS. DIMS. EXCAVATE TRENCH. LENGTH TO BE 12' 6" FROM MAIN TRENCH CUTOUT. Li { - - - - -- E 1: UP rode s a•ey a•eygen ca..s.c D 11 .S 1/: ee s - r FD u ®FD ®FD ®FD i AM COPYRIGHT (c) 2007 CALLISON KEY PLAN n A -003 m 0 CU W r w m O ,,Y4ww N 0 / CI) O- M Q U C!) W w F- Q 0 W F- z N cc Co co 0 r E Oa 0 cr) O L 0 0 O < 0 0 • O r N N LI _ 0 0 O N N co cn - 0 0 L } ' 00 O N N N LL.u)l — LL. CO H ISSUED / REVISED DATE PERMIT SET 12/20/2007 PERMIT REVISION 01/25/2008 CITY CITY OF k ; ; eA/ 4 JAN 25 ? • n FIRST FLOOR DEMOLITION PLAN 0 N 0 N- 0 I— U LU 0 rt a NEW LOUVER TO MATCH EXISTING ON WEST FACE NEW LOUVER TO MATCH EXISTING ON WEST FACE L, as 03 • 1 EXIST. DOOR REINSTALLED EXISTING SPRINKLER ROOM NEW CHAIN LINK ENCLOSURE AND GATES. L 1 1 NEW AREA WAY EXIST. FIBER ENTRY NEW WALL TO BE BUILT 1 HR. RATED TO ACCOMODATE FUTURE PROJECT. 1/8' -1' 1a13 t 1 1 1 FIRST FLOOR PARTIAL PLAN 1 1 0 I i J 1..1 1 ■ ■1 1 ■ ■1 1 •■1 1 ■ ■1 _1 1■ ■1 1■ ■1 1■E1 1 ■ ■1 1 ■ ■1 1■ ■1 1 ■■1 111■1 1\1 ■1 1011111L_ 1■■1 11 ■1 \I 1 ■ \11 1■ ■1 1■ \1 1 ■■1 1UU1 1! ■1 1 ■■1 1 ■ ■1 � I pll 1 "I III 1 ■ •1 IBC 1 HVS -4 3000 KVA 11■■1 1 ■ ■1 1 ■ ■1 1 ■■1 1■■■ •■•••••••■ •••1111■ •••••••••••••■ ■ ■1 1■■■■■ ■•■■■■■ ■■■■11 •■■•1■ ••••••••••••1 1■■; I 1 1 1 1 III IIII I Itl 1 I — III- _7 W r -- - �' I I 1 [ r - —i• 1 K ` L I I I I NEW GENERATORS :—i I�J 1 1[ L_ T — — JI FUTURE GENERATORS I STEEL GRATING (TYP.) 11- 1 1� I - - r�_ r, ,— i 1 , II 1'-- r 1 - -' 1 _ 1 - d 14 -' FUTURE DAY TANKS I I� . j L - - ! L - - -J I r f t- it - ■-r r-- T HVS -4 3000 KVA FRONT FRONT DAY TANKS (L -2085) WITH PUMP PACKAGE I yl HVS -4 r -- 1 -- Ilr -- -yll HVS -4 FRONT t-r r - • w GENERATOR DISTRIBUTION - _GENERATOR- - - - ROOM 108 3000 KVA 30 KVA SOUND ATTENUATION (SUPPLIED BY OWNER) L • t- i --- FUTURE GENERATOR DISTRIBUTION 6 --iw- r-_ 00 n 1' -0° 108B 1 1 01 A -300 4' -0" [ 03 C, EXISTING TRENCH x 1 CONC. TRENCH CAP i PORT C COVER (MATCH EXIST.) EXISTING SHEARWALL — - GTh L - NOTE eta ti 10 r-'- : — d - s z —w �I i. I I I T I LE rl .. ; . [ 11 z boT479 Ij I � m. ®m aft ,m.. ,,,rte m EXISTING TENANT SPACE r=--- 17 i j:\ protects\ sabeylsabeygerllcaddsdc5211sheets \sdc5201_a- f00.sht 1/23 /2008 9:31:00 AM COPYRIGHT (2007 CALLISON KEY PLAN n 0 U) J J U I— E L() et a) ▪ - cAD d 1 SOLO ▪ •_ n rn 0 O¢ 00CD t0 - ° ,- N I - 00 00 ~ N N (NI w W o 4 co co z m N O O a N 0 a) N N 0 H Tli■ — LI z o co Cg W a IZ I- J 2 Z Q W a ✓ N ~ ~ H � V7 z Q I— v — w a W ° o F- �" 0 W a m LV Z z C7 M O co 0) C 0 4-+ ❑) C ._ CO c>) 0 .r, a) 0 LO N co Co CO CO N N co co CO co O C N H UN CO CD co C) Co CD N •c CO C N U w 0 Lt a. ISSUED / REVISED DATE PERMIT SET 12/20/2007 PERMIT REVISION 01/25/2008 FIRST FLOOR PARTIAL PLAN A -100 R CECbE CITY OF ,; A JAN 2 5 2r"9 TOP OF GATE TOP OF LOUVER TOP OF LOUVER 1 h � _—_-H A Hi-M. • Fie -M-M- - H -r• - - r--IN • — - - H — — COORDINATE FINAL LOCATION OF LT. FIXTURES W/ EQUIP. 10' AFF (TYP.) OPEN TO STRUCTURE I - - - -►H I- - - - --I F ---- ;- - - - --I - -GENERA ER�Of� - - _ .� ROOM F 108 � - --' --I 1- ____-1 FIRST FLOOR PARTIAL REFLECTED CEILING PLAN TOP OF ATTENUATOR 1 I S_ I (HIDDEN) CEILING - MOUNTED I- I STRIP FLUORESCENT LIGHT (EXPOSED) CEILING - MOUNTED — 7 STRIP FLUORESCENT LIGHT — - - - — - — — — —_ - REFLECTED CEILING PLAN LEGEND CEILING - MOUNTED 2'X2' FLUORESCENT LIGHT CEILING - MOUNTED 2'X4' FLUORESCENT LIGHT CEILING - MOUNTED 1'X4' FLUORESCENT LIGHT WALL - MOUNTED STRIP FLUORESCENT LIGHT CEILING - MOUNTED HVAC ITEMS HVAC DIFFUSERS (SIZE AND TYPE PER MECHANICAL DRAWINGS) L 0 mor a — DOWNLIGHT ACCENT DOWNLIGHT WALL - WASHER DOWNLIGHT SCONCE-TYPE (WALL - MOUNTED) LIGHT WALL-MOUNTED EXIT LIGHT LIGHT FIXTURE SCHEDULE F1 BUILDING STANDARD 2'x 4' FLUORESCENT F2: BUILDING STANDARD EXIT SIGNS x 0 0 HVAC RETURNS /EXHAUSTS 0 CEILING - MOUNTED EXIT LIGHT (SIZE AND TYPE PER MECHANICAL DRAWINGS) CEILING- MOUNTED SPEAKER - J! i f CEILING - MOUNTED ACCESS PANEL CEILING - MOUNTED FIRE SPRINKLER 10 b0`1, 11 12 - cau -U la wt;e. mu oft duo mu (') • I — a. , �. T l j p ro j ects \ sabey\ sabeygenlcaddsdc52 11sheets\sdc5201_a- 101.shl 1723/2008 9:30:55 AM COPYt2IGHT (2) 207 CALLISON KEY PLAN n z 0 U) J ✓ U A -101 > m _ m c Z o T O � T F L to a a) c O — QTo E d cr O� O In 0; ' N- 4) c.) O :: o IC I::°° OC 0 Q T N a) , L- _ XI co >. NN c 4 w m O 5- '"00 z N = a N OU) O CC T 4L U) I— Li. o O r �l co N C O O) E C C (O to O O nl > O CO co Z < ‘r O O - y NN— co 00 L ' J }, (O U (O J O 0 N CO • N N gg v%—(A■LI. ISSUED / REVISED DATE PERMIT SET 12/20/2007 PERMIT REVISION 01/25/2008 JAN 25 ?' PE ev i FIRST FLOOR PARTIAL REFLECTED CEILING PLAN Q N d CO N- 0 N F- 0 w 0 N.T.S. EXIST. SLAB iii iii -ii 111 -111- • V CHIP BACK 1' -0" MIN. OF EXIST. SLAB TO EXPOSE EXIST. REBAR TO ALLOW CONNECTION 7 „--- TRENCH CAP (NEW) 6" Ii1111111 11�1111�i1I111111 PRIMARY FUEL OIL TRENCH - (TYP.) TO ROOF GENERATOR EXHAUST STACK 3' -0" SOUND ATTENUATION TO MATCH EXIST. • LOUVER TO MATCH EXIST. GENERATOR SECTION 1/4 " -1' t OF EME ST �l I V L '- Tr —' ' - Iii i -- - r 111 1�1 111 1�1 11— III -11 II1= 111 =111= • • EXIST. CONC. PANEL MD 10" STEEL CHANNEL SUPPORT FRAME 1 C1010FP -33 .o• FUEL OIL TRENCH BEYOND SECONDARY FUEL OIL TRENCH - (TYP.) N.T.S. EXIST. FLOOR STRUCTURE EXIST. SLAB EXHAUST MUFFLER (SUPPLIRDIBY OTHERS) OQ 1 •, • FUEL OIL TRENCH • s• iii— iii —iii- 1�� =III= 11 =1 =III= 111 .I 1 1E 11 =1 * • • • • • 7 4 r .� • 0 CHIP BACK 1' -0" MIN. OF EXIST. SLAB TO EXPOSE EXIST. REBAR TO ALLOW CONNECTION GALV. STEEL GRATE • - E" • � r?f N11 111ll111 11 1' (SEC. TRENCH) DAY TANK Dona �. • • + r • • w! $ 111 11 1�1 111- III 11 1 III —III -- =1 I 1 =1 1I- • =111= 1I -1 — _III= - J' • • 11 111 E *' sM - 11 =1 r' ..; V EXIST.' CONC. SLAB pN GRADE GENERATOR DISTRIBUTION SOUND ATTENUATION FUEL OIL TRENCH TRANSITION V.•• i • r 10 INTERIOR SECTION GENERATOR LOUVER 1/4' -1 11 MAIN FOT 10" STEEL CHANNEL SUPPORT FRAME BELOW SOUND ATTENRATORS 12 totri7inci J:\ Projects\ sabeyysabeygenMaddsdc521ASheets \sdc5201_a- 300.sht 1/2372008 12:49:38 PM COPYRIGHT CACLISON SHEET METAL TRANSITION GWB ON METAL ENDS & INSUL. A -300 z O r^ v J IZ W Q a. I- J 2 Z W Q U U I— I— N W U) Q Z Q I— 0 — W Q W o 0 '— >. 1- W a m W Q W i- Z Z W — cI co 0 Y 0 r t 0 L N M N 0 r-- LL a CO 0 0) m CD cfl CD AJ CO o C0 (\I a) CO F•■ GENERATOR AND FUEL SYSTEM ELEVATIONS & SECTIONS co t0 co 0) Ca F- N CD d- cr) N CD (D 0 N LL ISSUED / REVISED DATE Q � o �s) 0 ti0) 0 CO 0 r C y 0 cooD N N cn co co N N I— L1 0 CD C N I— U W 0 a PERMIT SET 12/20/2007 PERMIT REVISION 01/25/2008 REC1Entrl JAN 2 PENMU I GEi \. 4 15_1 - 0 12C)F _ PARAPET TOP PARAPET 1/8"-T-0" •1 i .1, 1, I 1 1 )(k L. • • • i 1'1 , .,,,,,.,...,.....,..... „.k.„....,...._,....._ „.,__ .___.. _. ____„ _), II . „ ._....... ,k I:, 'IL . 1 • .1 ... _..1 II,_ - kk_ ,_ -,1 -1 II, i ; ks .... 1 ..._. _ 1 ,..1,.... . ,... • 1 —11[I - ....,1 PARTIAL WEST SECTION DEMOLITION 1/8"-T-0" PARTIAL WEST SECTION [ , JH I • ---------- --------- ' 7 REINSTALLED DOOR AND HARDWARE O REMOVE EXIST. MAN DOOR, FRAME AND HARDWARE. RETAIN FOR REINSTALLATION t..1 _ EXIST. CONC. PANEL CHAIN LINK • 11. A. AIL ALA. AL - CHAIN LINK GATE NEW AREAWAY ; jo 1' ¶ 26'-3 1/2 " lI ; ..* I .., . , • . . # se .. I • I • • • ..• .. I II • I • • I # 0 I • • # ■ I • I I • •• .40 I I i • 4%. 40 ... I I $ # • • • I I I • • I II • • 2 @ SAWCUT EXIST. CONC. PANEL TO DIMENSIONS SHOWN. 1 1 1 1 T 1 1 1 2'-0" 1 T _ . _H. ._ 1_ , J - -- I L L N . — r 2ID FLOOR _ NEW LOUVER W/ INSECT SCREEN 1'-6" 4 - I , 1 I 1 " r. • I 4 — 12 ' T r EXHAUST FANS (INTERIOR) (TYP. OF 4 I , I 27'-0" /- -/ • / 1'-6" 1.-6" t .. 0. 1 1 • 1 . . . . I 1 . . . . . I, I . . . . . 11 . . . ' . . . . I, ' .. .. II I . . .. .. Ii11 I . . .- . 1 " . 4. . I I 0 S 0 S I 0 O S 0 S I • 554. S I 0 S ■ I 0 S I" 0 III It= SAWCUT PANELS TO DIMENSIONS SHOWN TACKS ElA l 10 OR EHI4UST 1 D ANPI-1 RAGE R U 12'-7" 10 +/-, TO CLEM ROOF SCREEN - - r L 27'-0" [1 L _ • • I • 11 • • • I I • . • *. I I 1 S ■ ■ ••• I 1 ■ 4. • *4 ..• • s ... I I . • ■ .. I . • I # ■ • ■ ■ ■ 11 1 I I . 5 . . #.. . , . , . , .. I .. . .. .. 5 I . EXIST. SIDING METAL _ .L _.._.,. EXIST. CONC. PANEL j: \projects lsabey \sabeygen \caddsdc521 \sheets 1sdc,5201_a-500.sht 1/23/2008 11 12 T 30'-0" 1 PHASE 52-01 GENERATOR ROOM 30'-0" - I - II T. T 11 NEW LOUVER W/ INSECT SCREEN g:30:47 AM COPYRIGHT (9 2007 CALLISON bo`P-1 7 7 0 1 1 EXTERIOR ELEVATIONS A-500 Z O - CJ ▪ E io 4 c ; (0 O — o 12i_ 0 ° < • t a co go ▪ CI (NI co cl 0 CI) CO N— U) Cd) CO 0 a ) (DLO C N CD CD co NI • CO N N cD ▪ 0 0 • N N a) (1) l■ a) O 0 JAN 2 5 2 ` . co N C CNI I- LL1 0 ISSUED / REVISED DATE PERMIT SET 12/20/2007 PERMIT REVISION 01/25/2008 CM/ (7'.7 Ti A HOLLOW METAL FRAME - DOOR JAMB 6 11. 1 1. 0 11 PARTITION -TYPE VARIES C1020 -04 3 5/8" METAL STUDS 6" METAL STUDS 1/2" GYPSUM BOARD EACH SIDE METAL STUDS INSULATION IF NOTED STRUCTURE CEILING (WHERE OCCURS) EXTEND INSULATION (WHERE OCCURS) FULL HEIGHT A NO SCALE 1/2 ".. -0" DIAGRAM OF TYPICAL DEVICE To' r; Oa" • oas .0P. ormt m ` F woo AT FIRE -RATED CONSTRUCTION STRUCTURE CEILING (WHERE CEILING OCCURS) N. iu. 1 imam iuENll.NUtIImmliiu111I14IN11• INm1. Iu11u1111N mini .NU NIIUnu•U. 1I "I 1 L 4 1 OR F � PO S .— �M p VP MOO WOO EXTEND INSULATION (WHERE OCCURS) FULL HEIGHT a W 0 w O J cc I-I- J O N i*) CLOCIk OUTLET (SEE PLANS FOR LO PARTITION/ WALL DESIGNATIONS J J D 0_ o <0 cc Li cc) STRUCTUR EXTEND INSULATIO (WHERE OCCURS) FULL HEIG C PARTITION CONFIGURATION: PARTITION CONFIGURATION: PARTITION FULL - HEIGHT FINISH MATERIALS BOTH SIDES PARTIAL HEIGHT FINISH MATERIALS BOTH SIDES FULL -HEIG FIT ATION) 1/2 ' r DOOR LEAF HORIZONTALLY MOUNTED — w ❑ • w O cv r) a- 0 W I— z O U CONFIGURATION: w w O gun :" . . 115r16 " HOLLOW METAL FRAME - DOOR HEAD NO SCALE 6 1 11 1 - G r t STRUCTURE CEILING (WHERE CEILING OCCURS) NO INSULATION BATT ACOUSTICAL INSULATION RIGID (THERMAL) INSULATION BATT THERMAL INSULATION PARTITION TYPE- INSULATION INDICATOR • TI C1010FP -03 6 M LD 6 „ DE OR CREDENZA 8 "1 LOCATION AND MOUNTING HEIGHTS ..I llu11 a'nm.mm.manl'..1.u111 gl1411iLWI'n- nm.nn"Nmnu MAIIgIUWNI EXTEND INSULATION (WHERE OCCURS) FULL HEIGHT PARTITION CONFIGURATION: T FINISH MATERIALS ONE SIDE PARTIAL HEIGHT FINISH MATERIALS ONE SIDE O TYPICAL STROBE HORN STROBE OR SPEAKER STROBE ADJACENT TO DOOR O OF WALLS & COLUMNS OTHERWISE IN OPEN AREAS OR AT CORNER OF WALLS (SAME AS THERMOSTAT) O TYPICAL AS SHOWN O LOCATE @ CORNER OF WALL OTHERWISE NO SCALE 6" METAL STUDS 5/8" TYPE "X" GYPSUM BOARD EACH SIDE METAL STUDS INSULATION IF NOTED 3 5/8" METAL STUDS MATCH EXIST. FRAMING @ INFILL CONDITION PARTITION (1HR FIRE - RATED) CONSTRUCT PER US DESIGN NO U41 PARTITION /WALL SYMBOLOGY PARTITION /WALL RATING LEGEND THE PARTITION -TYPE DESIGNATION OR WALL -TYPE DESIGNATION IS A THREE - UNIT CODE THAT INDICATES THE CONFIGURATION, CONSTRUCTION AND INSULATION OF THE PARTITION AS FOLLOWS: INSULATION CONSTRUCTION OF PARTITION /WALL VERTICAL CONFIGURATION OF PARTITION /WALL PARTITION /WALL NOTES NON FIRE - RATED 1HR FIRE -RATED 2HR FIRE -RATED 3HR FIRE -RATED 4HR FIRE -RATED PARTITION /WALL NOTES 1. SEE SPECIFICATION SECTION 09111 FOR STUD SPACING AND GAGE. 2. ANY PARTITION CONTAINING ACOUSTICAL INSULATION AND ONLY PARTITIONS CONTAINING ACOUSTICAL INSULATION SHALL BE CONSIDERED ACOUSTICAL PARTITIONS. NO SCALE C1010FP -01 FIRE ALARM DEVICES THERMOSTAT SINGLE SWITCHT" DIMMER SWITCH' OR GANGED ' 6" N: MATERIALS BOTH SIDES EQ. EQ. O CEILING MOUNT (TYF. U.O.N.) 0 WALL MOUNTED 6" EELOW CEILING HINGE SIDE SHOW VARIATIONS FOR SPECIFIC CONDITIONS J ac 0 0 w o ,� coo Zo - 1 o_ a_ J J op o_ FINISHED CEILING FINISHED FLOOR NOTE: MOUNTING HEIGHTS ARE TYPICAL ONLY. PLANS & DETAILS MAY 9 PARTITION -TYPE VARIES STRUCTURE 01020 -01 H30 -01 EXTEND INSULATION (WHERE OCCURS) FULL HEIGHT PARTITION CONFIGURATI PARTIAL HEIGHT FINISH WITH GWB CEILING DOOR SCHEDULE NO. 108A 108B DOOR TYPE B A MT'L H.M. H.M. W 6 -0" 3' -0" H 8 1 - 8' -0" ASSEMBLY RATING HDWR 2 FRAME TYPE A A MT'L H.M. H.M. DETAILS HEAD G3 /A800 G3/A800 JAMB G1 /A800 G1 /A800 SILL NOTES HARDWARE GROUPS HW -1 Security Access Single Door 11/2 PR Butts 1 Lever Handle Mortise Lockset 1 Cylinder Electric Strike 1 1 Closer 1 Strike 1 Set Silencers 1 Card Reader- Entrance HW -2 Security Access Double Door 3 PR Butts (with one (1) electric hinge) 1 Lever Handle Mortise Lockset (active leaf) 1 Electric Lock (active leaf) 1 Set Self Latching Flush Bolts (Top & bottom inactive leaf) 1 Strike (Inactive leaf) 2 Closers 1 Coordinator 1 Set Silencers 1 Card Reader- Entrance 1 Passive Infrared Detector Installed On Exit Side Of Door 1 Door Position Contact FINISH LEGEND 10 DOOR TYPES TYPE A FRAME TYPES TYPE B TYPE A TYPE B 11 SYMBOL RB-1 PT -1 MATERIAL MANUFACTURER'S NUMBER/ STYLE RUBBER BASE WALL / CEILING PAINT ROOM ROOM NO. NAME 108 GENERATOR MFR: TBD COLOR: TO MATCH EXISTING MFR: TBD COLOR: TO MATCH EXISTING ROOM FINISH SCHEDULE REMARKS SEE SPECIFICATIONS FOR PAINT COMPOSITION, PRIMING AND APPLICATION INFORMATION. FLOOR BASE WALLS CEILING REMARKS EXISTING RP1 PT -1 EXISTING PAINT ALL WALLS v. oje s a•ey a•eygen ca. •s•c ee 12 bO7 RI HT Q 2.07 ALLI •N REw E) ED JAN 2 52'3 1 PENivii (:EN I ER n ii: • • z 0 N J V A -800 z O C/) l- W Q 12 M Z �Q W Q U I- N ~ CO co v ? W 4 CO a fin a" O I• 0 W Q ct CO me W a W � zz W — a) 0 IZ CV 01 Nr co CD C 0 0) C CSl co co 0] N co a) CO a) U) L 0 11 -C I.L 0 U- (7) N F- 10 N co co N co O N Um CO N co C N I— a N cc N- C I— U w 0 a- u0 rn C) co W N m O N IL ISSUED / REVISED DATE PERMIT SET 12/20/2007 PERMIT REVISION 01/25/200E DOOR & FINISH SCHEDULES & DETAILS I MVO 99136030 -2 ENGINEER: D. LAKE DRAWN: LUIS M. DATE: DRAWING REVISIONS SHEET NO: S2 DRAWING SUBMITTALS SUBMIT FOR PERMIT SUBMIT FOR BID SUBMIT FOR CONSTRUCTION 'ON i JOB NO: 99136030 -2 ENGINEER: D. LAKE DRAWN: LUIS M. DATE: 12 -18 -07 SHEET NO: S2 Ua H a ch ao m- cu z ai I cT) m m I I N a m lif d 7 Cu w CU N I M '.0 M 0" ati / —I a.' a' In C ._1 T.O.S. (VERIFY) FF = 40' -0" I D FLR. TOP OF EXIST. CONC. WALL = 27' -0" FF = 20' -0" 2ND FLR. C I 16 ff FIELD VFY. EXIST. L3x3x4x1' -0" w/ 4x44__ T1'_ END & f"0 EXP. BOLT SPACE C� 4' -0 "o /c 5 2 " EXIST. WALL SEE PLAN LOWER PORTION TO BE REMOVED AT GRID NI WHERE NOTED ON ELEV. FIELD VFY. EXIST. L4x4x4 CAD 7' - -6 "o /c SECTION A -2 1 -0" FIRST PURLIN EXIST. FRAME ALONG GRID H.S.S. 4x44" STRONGBACK 6 PLCS. VFY. EXIST. STABILIZING H.S.S. BRACE EXIST. P.C. PANEL SECTION B -2 t MATCH TOP OF R FOR NEW w/ EXIST. INSPECTED INSTALLATION R1 "x6" )f1' -0" w 2-- "0 HILTI KWIK B III (EMBED 4 ") ANCHOR BOLTS PER ICC REPORT NO. ESR -1385 i " = 1' -D" NEW SAW CUT OPNGS. 4 PLCS. SEE BLOW UP SECTION C -2 WEST WALL ELEVATIONS GRID " 1 ' - R " e0e x 6" x 1' -0" w72— HILTI KWIK BOLT III (EMBED 4 ") PER ICC REPORT NO. SR -1385 " NON— SHRINK GROUT 3 " = 1 -0" T.O.S. = 19' -52" 0' -0" GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE — ASTM'S NOTED ARE TO BE LATEST EDITION 1. DESCRIPTION Building Name & Site Lo Building Dept. Contact — 2. DESIGN CODE AND STAND Applicable Code (Edition/ 3. DESIGN LOADS a. Roof Live Load b. Snow Load c. Seismic d. Wind Load • 1• a .a : • e Mr. Dave Larson (206) 431 -3670 P DS ame) — 2006 International Building Code (IBC) BLDG. DEPT. COMMENTS 1 -21 -08 See snow oa Basic ground snow load — 25 psf Basic roof snow load — 25 psf Importance factor — 1.0, snow exposure factor — 1.0 Drifting snow is required in the design. Ss = 1.406, S1 = 0.485, IE = 1.5, Site Class "0 ", SDS 0.938, SD1 = 0.492, Seismic Design Category D Basic Seismic Force Resisting System(s) = SRCSW Design Base Shear = 1200k longway and 1200k shortway. CS = 0.188, R = 5. Equivalent lateral force procedure was used. Mech. & Refrigeration unit loads will be picked up at the point of the units & transferred into the lateral system. Sprinkler lines will be braced to top of girders or top chord of steel truss, by the sprinkler contractor. Basic wind speed 85 (mph). Exposure B. Importance factor 1.0. 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. FOUNDATION & SLABS THE FOUNDATION WAS DESIGNED WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 2500PSF, IN ACCORDANCE WITH SOILS REPORT NO. E-2579-13 DATED SEPTEMBER 23, 1988 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. CONCRETE F'c =4000 PSI. © 28 DAYS 5 -1/2 SACKS MINIMUM CEMENT PER CUBIC YARD FOR ALL CONCRETE SLABS. F'c =3000 PSI. CAD 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. REINFORCING STEEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 60 (fy= 60,000 psi) LAP CONTINUOUS REINFORCING BARS 44 BAR DIAMETERS, 1' --10" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1' -10" BEND) TO BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES ". WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS. COVER TO MAIN REINFORCEMENT TO BE: BOTTOM OF FOOTINGS 3 INCHES FORMED SURFACES..WEATHER & EARTH FACE 1-1/2 INCHES ..I NTERIOR FACE 3/4 INCHES SHOULD THE REINFORCING SUPPLIER AND /OR DETAILER CHOOSE TO USE SOFT METRIC, EACH AND EVERY REBAR CALLOUT MUST BE INDICATED WITH BOTH SIZES WITH THE IMPERIAL SIZE FIRST THUS: " #4/ #13" NO EXCEPTIONS. A CONVERSION TABLE ALONE IS UNACCEPTABLE. WE WILL CHECK THE SHOP DRAWINGS TO THE IMPERIAL SIZES ONLY. IT WILL BE THE RESPONSIBILITY OF THE REINFORCING SUPPLIER AND THE GENERAL CONTRACTOR TO VERIFY THAT ALL CONVERSIONS TO METRIC SUPPLY AT LEAST THE SAME AREA OF STEEL AS THE IMPERIAL. REINFORCING STEEL WELDING USE ASTM A706 GRADE 60 (fy = 60,000 psi) FOR ANY REINFORCING THAT IS TO BE WELDED. FOLLOW PROCEDURES OF ANSI /AWS D1.4 -92, "STRUCTURAL WELDING CODE — REINFORCING STEEL ". USE E80XX LOW HYDROGEN ELECTRODES CONFORMING TO ANSI /AWS A5.1 OR A5.5. DO NOT WELD REINFORCING IF TEMPERATURE IS BELOW 32 DEGREES FAHRENHEIT. MAINTAIN A MINIMUM PREHEAT AND INTERPASS TEMPERATURE OF 50 DEGREES FAHRENHEIT FOR NO. 7 THROUGH NO.11 BARS. DO NOT WELD NO. 14 AND NO.18 BARS. DO NOT WELD WITHIN 3— INCHES OF BENDS. LET BARS COOL NATURALLY TO AMBIENT TEMPERATURE AFTER WELDING; DO NOT QUENCH. USE CERTIFIED WELDERS. PROVIDE SPECIAL INSPECTION PER CODE. SUBMIT MILL CERTIFICATES. 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 -2.2 AND E -2.2. 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. LIGHT GAGE STEEL FRAMING AND DECKING (SEE DRAWINGS) SPRINKLER SUPPORT NOTES 1 a. ALL SPRINKLER PIPE LARGER THAN 3" NOMINAL DIAMETER IS TO BE CONSIDERED A "MAIN" FOR THE PURPOSE OF THESE NOTES. b. THE BIDS FOR BOTH THE SPRINKLER & JOISTS ARE TO INCLUDE ALL HANGERS, BRACES, ETC., AND ACCOUNT FOR THE LOADS INDICATED. 2a. ALL MAINS RUNNING PERPENDICULAR TO THE JOISTS ARE TO BE VERTICALLY SUPPORTED NO FARTHER APART THAN AT EVERY OTHER JOIST. b. EACH JOIST THAT IS CROSSED BY A MAIN IS TO BE DESIGNED FOR THE VERTICAL SUPPORT LOAD BASED ON SUPPORTS AT EVERY OTHER JOIST. 3. ALL MAINS RUNNING PARALLEL TO THE JOISTS MUST BE: a. PLACED MID —WAY BETWEEN TWO JOISTS & BE TRAPEZED SO EACH JOIST SUPPORTS HALF THE LOAD. b. SUPPORTED AT 10' -0" 0/C MAXIMUM. 4. USE THE FOLLOWINGS WEIGHTS FOR SPRINKLER VERTICAL SUPPORT DESIGN: PIPE WT. PER SIZE FOOT VERTICAL JOIST LOAD EXAMPLE: 8" 51# GIVEN: 8" DIAMETER MAIN TRUSSES © 5' 0/C 6" 32# FIND: JOIST DESIGN LOAD 5" 24# SOLN: 51#/FT X 10' = 510# 4" 17# ADDN'L PER NFPA #13 = 250# 3 -1/2" 14# 760 # /HGR ALL HANGERS TO BE DESIGNED, SUPPLIED & INSTALLED BY THE SPRINKLER SUPPLIER. 5. SPRINKLER LATERAL SWAY BRACING, FOR SEISMIC ZONES 2, 3 & 4 ONLY (AT 90 DEGREES TO 2-1/2" NOM. DIA. & LARGER PIPE) TO BE: a. SPACED A MAXIMUM OF 40 FT. OR AS ALLOWED BY N.F.P.A. #13. b. BRACED FROM THE MAIN TO A ROOF STRUCTURAL MEMBER WITH CONNECTIONS DESIGNED & INSTALLED BY THE SPRINKLER SUPPLIER. c. DESIGNED FOR A LATERAL LOAD OF THE WEIGHT PER FOOT OF WATER FILLED PIPE TIMES THE SWAY BRACE SPACING, PLUS THE WEIGHT OF TRIBUTARY BRANCH LINE WATER FILLED PIPE. d. CROSS MAIN BRACING MUST BE ADEQUATELY FASTENED TO THE MAIN FRAME BEAMS. 6. THE SPRINKLER DESIGNER IS TO PROVIDE THE CONTRACTOR, ARCHITECT, ENW & THE ROOF SUPPLIER WITH DETAILS OF HANGER AND SWAY BRACE ATTACHMENTS WITH THEIR DESIGN LOADS, SO THESE LOADS CAN BE DESIGNED INTO THE JOISTS, ETC. 7. THE ROOF DESIGNER TO PROVIDE & INSTALL ADDITIONAL BRACES TO TAKE THE SWAY BRACE LOAD FROM THE SWAY BRACE INTO THE ROOF LATERAL RESISTING SYSTEM. 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 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. REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH THESE DRAWINGS. CHECK FOR REQUIRED COVER, SIZE, SPACING, LAP AND GRADE. SPECIAL INSPECTION IS REQUIRED DURING THE PLACING OF REINFORCING STEEL. 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 S -5 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 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. FTC. H. OR HORIZ. I.C.B.O. I.F. N.T.S. 0. F. = FACE OF WALL = FOOTING = HORIZONTAL = INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS = INSIDE FACE = NOT TO SCALE = OUTSIDE FACE RECEIVED CIT`! OF Tt iKvvil..A JAN _. <,_ pEHiVIIT CENTER PO 1411 O.T.O. REINF. R.O. SW SIM. SYMM. T. T.O.F. TYP. U.N.O. V. OR VERT. V.I.F. V.O.F. W.A.B.O. = OUT TO OUT = REINFORCING ROUGH OPENING = SHEARWALL = SIMILAR = SYMMETRICAL = TOP = TOP OF FOOTING = TYPICAL AT ALL SIMILAR PLACES = UNLESS NOTED OTHERWISE = VERTICAL = VERTICAL INSIDE FACE = VERTICAL OUTSIDE FACE = WASHINGTON ASSOC. OF BUILDING OFFICIALS CORRECTION I_TR# J -7C W 0 0 z w w z o fn o Z W W • cg w' IL Z2 W •- t� I• et ▪ IU • Z GI W I ▪ ° et N CO in W H lL ELEVATIONS INTERGATE MVO 99136030 -2 ENGINEER: D. LAKE DRAWN: LUIS M. DATE: DRAWING REVISIONS SHEET NO: S 1 DRAWING SUBMITTALS SUBMIT FOR PERMIT SUBMIT FOR BID SUBMIT FOR CONSTRUCTION 'ON I JOB NO: 99136030 -2 ENGINEER: D. LAKE DRAWN: LUIS M. DATE: 12-18-07 SHEET NO: S 1 EXIST. 8" SLAB ON GRADE w / #4 0 24" O.C. EA. WAY #4 x2' -0" H. SLAB DWLS. CO 2' -0" O.C. EMBED 4" w /HILTI HY -150 EPDXY #4 0 COR, TYP. #4 T. & B. CONT. L4x4x1" CONT. w/2 "0x0' -5" W.H.S. 0 16" O.C. & 6" EA. END #4 DWLS. 0 18" O.C. ✓ ' 3' -0" MAX. TRENCH WIDTH SECTION A -1 III I11 - 111 I- I IIIIII�; ►'~ d — { 1 11 1 1_ 1 A" — 1' -0" 4 SECTION C -1 = 1' -0 8" SLAB ON GRADE w/ #4 18" O.C. EA. WAY CTR'D. IN SLAB GRATE BY OTHERS #4 18" O.C. EA. WAY EXIST. 8" SLAB ON GRADE w / #4 © 24" O.C. EA. WAY Coz I v � /' INTENTIONALLY ROUGHEN q." r • NEW TRENCH BALANCE PER SECT. A -1 • EXIST. TRENCH ' I, �111nIIIIi1111i1111�111111T111111111111 __ 111111; 11' — i i I 111 H 3' -0" MAX. SECTION B -1 SECTION D -1 4 - 1 -0" " — — 1' —O" 4 STEEL GRATE PER ARCH. L4 4x . CONT. @ GRATE w/ J- W.M.S. © 16" 0.C. TYP. 1 / to / J AREA OF WORK KEY PLAN N.T.S. 0 0 M 0 0 I0 0 M v I 0 1 0 M7 0 I 0 0 0 to A -1 B--1 SIM. 27' -42" eF 1' -6" • ; I EE „C C�..':M� T.:�• l �:4'<"..i'M:^.” .... °:;.. .t�.W '" y&-.r' u.:. �� V S ^... v:.. tl -.''. I� iV� S' �N x c. • �` .�Y'G"'.�. few. .'L.:.�'1.^- 1.cx'V,",f. ^ ^C;.�_' ° .4.:'::. �....0 ......- 2J7 1 hr: EXIST. 10" STR. SLAB C _, ._.._ ........... ..w.._ _- . ...._..... 1 w.ti.. r�51Pn ed 8 1a h I d� 3; • 1 — C is 1 I ij EXIST. 'TRENCH — UJ i 11 1 11 27' -9" TRENCH FOUNDATION PLAN RECEIVED CITv TIIR� � )�111� T " - 1' -0" JAN rP ; ,.� PEFslVlcT CElvq rER CO LO CO CO lc' � z VD O CO ED G7 Q o2 c 02 z O t { Q, CD F--- 0 J W z W 0 z J 0_ a d NORTHWEST, INC., P.S. INTERGATE