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Home My WebLink AboutPermit D11-209 - SPECULATIVE SPACE - DOCK LEVERLSSPECULATIVE TENANT 1111 ANDOVER PK W Di 1-209 City oilkukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov Parcel No.: 3523049110 Address: 1111 ANDOVER PK W TUKW Suite No: Project Name: SPECULATIVE SPACE DEVELOPMENT PERMIT Permit Number: D11 -209 Issue Date: 07/20/2011 Permit Expires On: 01/16/2012 Owner: Name: AMB PROPERTY CORP Address: 60 STATE ST STE 1200 C/O RE TAX , BOSTON MA 02109 Contact Person: Name: ADRIANNE MARTIN Address: 119 SOUTH MAIN ST, STE 410 , SEATTLE WA 98104 Contractor: Name: JOHNSON TENANT IMPROVEMENT INC Address: P.O. BOX 1149 , BOTHELL, WA 98041 -1149 Contractor License No: JOHNSTIO92PA Phone: 206 624 -3210 Phone: 206 660 -5286 Expiration Date: 10/07/2011 DESCRIPTION OF WORK: INSTALL (3) DOCK LEVELERS AT (3) EXISTING DOCK HIGH DOORS Value of Construction: $24,000.00 Fees Collected: $905.73 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: IIIB Occupancy per IBC: 0008 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D11-209 Printed: 07 -20 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 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: Size (Inches): 0 Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N - II Permit Center Authorized Signature: � ` Date: d-v t J I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constructs° of the perfo - anc= of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this p �,e� Signatures } Date w- I ( 11 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. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: AU 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. 5: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 6: 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 doc: IBC -7/10 D11-209 Printed: 07 -20 -2011 this requirement. 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: IBC -7/10 D11 -209 Printed: 07 -20 -2011 CITY OF TUKL. _A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 httal/www.TulcwilaWA.ciov Building Permit No. Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** Site Address: 1111 Andover Park West Tenant Name: Speculative Space Property Owners Name: Prologis, Inc. Mailing Address: 12720 Gateway Drive, Suite 110 King Co Assessor's Tax No.: 3523049110 Suite Number: 1111 Floor: New Tenant: ❑ Yes 1 ..No Tukwila, City WA State 98168 Zip CONTACT PERSON •— who do we contact when your permit is ready to be issued Name: Adrianne Martin Mailing Address: 119 South Main Street, Suite 410 Day Telephone: (206) 624 -3210 Seattle WA 98104 E -Mail Address: adriannem @pkjb.com City State Fax Number: (206) 624 -3243 Zip GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: To be Selected by Owner Mailing Address: City Day Telephone: Fax Number: Contact Person: E -Mail Address: Contractor Registration Number: State Zip Expiration Date: ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: PKJB Architectural Group, P.S. Mailing Address: 119 South Main Street, Suite 410 Contact Person: Adrianne Martin Seattle, WA 98104 E -Mail Address: adriannem @pkjb.com City State Day Telephone: (206) 624 -3210 Fax Number: (206) 624 -3243 Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Mailing Address: Contact Person: E -Mail Address: H: \Applications \Forms - Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised, 7 -2010 bh City Day Telephone: Fax Number: State Zip Page 1 of 6 BUILDING PERMIT INFORMATIOl 06 -431 -3670 Valuation of Project (contractor's bid price): $ 24,000.00 Existing Building Valuation: $ Scope of Work (please provide detailed information): Install (3) new dock levelers @ 3 existing dock high doors. Will there be new rack storage? ❑ Yes .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 3 Will there be a change in use? ❑ Yes FIRE PROTECTION /HAZARDOUS MATERIALS: l4 15 Compact: Handicap: No if "yes ", explain: Sprinklers 51 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 4 No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: \Applications \Forms - Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1$'Floor 100,200 144 0 0 IIIB B, S -1 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 3 Will there be a change in use? ❑ Yes FIRE PROTECTION /HAZARDOUS MATERIALS: l4 15 Compact: Handicap: No if "yes ", explain: Sprinklers 51 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 4 No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: \Applications \Forms - Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE O WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNS' d R THORIZED AGENT: Signature: Print Name: Adrianne Martin Mailing Address: 119 South Main Street, Suite 410 IDate Application Accepted: Oli 0C Date: 07/05/2011 Day Telephone: (206)624 -3210 Seattle WA 98104 City Il _ Date Application Expires: of 1 04� 11: \Applications \Farms - Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh State Zip Staff Initials: I Nom. Page 6 of 6 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 3523049110 Address: Suite No: Applicant: SPECULATIVE SPACE 1111 ANDOVER PK W TUKW RECEIPT Permit Number: Status: Applied Date: Issue Date: D11 -209 ISSUED 07/05/2011 07/20/2011 Receipt No.: R11 -01605 Initials: TLS User ID: 1670 Payee: Payment Amount: $112.61 Payment Date: 07/28/2011 01:14 PM Balance: $0.00 JOHNSON TENANT IMPROVEMENT INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. 18485 112.61 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES 000.322.100 000.345.830 Total: $112.61 68.25 44.36 doc: Receiot -06 Printed: 07 -28 -2011 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 3523049110 Address: 1111 ANDOVER PK W TUKW Suite No: Applicant: SPECULATIVE SPACE RECEIPT Permit Number: D11 -209 Status: APPROVED Applied Date: 07/05/2011 Issue Date: Receipt No.: R11 -01525 Payment Amount: $550.70 Initials: WER Payment Date: 07/20/2011 03:51 PM User ID: 1655 Balance: $0.00 Payee: GREGG PERCICH TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd MC Authorization No. 086312 ACCOUNT ITEM LIST: Description 550.70 Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 546.20 640.237.114 4.50 Total: $550.70 doc: Receiot -06 Printed: 07 -20 -2011 • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 3523049110 Address: 1111 ANDOVER PK W TUKW Suite No: Applicant: SPECULATIVE SPACE RECEIPT Permit Number: D11 -209 Status: PENDING Applied Date: 07/05/2011 Issue Date: Receipt No.: R11 -01373 Payment Amount: $355.03 Initials: JEM Payment Date: 07/05/2011 12:12 PM User ID: 1165 Balance: $550.70 Payee: GREGG PERCICH, P K J B TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd MC Authorization No. 06089Z ACCOUNT ITEM LIST: Description 355.03 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 355.03 Total: $355.03 doc: Receiot -06 Printed: 07 -05 -2011 1 • .... .. • INSPECTION RECORD Retain a copy with permit Z)/A240, INSPEC ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 s (206) 431-3670 PerTit Inspection Request Line (206) 431-2451 1'N \TAI .. • . vad Project: .,Seerneile- --S:,-VX7 Type of Inspection: c/ AM / Address: ill/ gilIMVAO 113* €A) Date Called: 'pedal Instructions: • - • • • , . Date Wanted:. 0:t p.m. Requester: Phone No: 4921-4' 7 ,545 - 35'5 "If 'Approved per applicable codes. DCorrections required prior to approval. r COMMENTS: Pertn eiv-).1 ri. IN PECTION FEE $kEQUIR. Prior to nex inspection. fee mu t be p id -t6300 Southcenter BLvd.Jsuite 100. Ca to schedule reinspection. INSP CTION No. . . CITY orTUKWILA BUILDING DIVISION • noo Southcehter Blvd., #100, Tukwila. WA 98188 vt. (206) 431-3670 Permit inspection Request Line (206) 431-2451 INSPECTION RECORD Retain a copy with permit - a 0 PERMIT NO. irrojitt: 7 - •:clECi.tit6'1-■.ig .SPACt. Type of Inspection: • El kIAL-- Address:' . ..-. _I ,t i 1•:- Pio_ocktf. o ? v k,) Date Called: Spatial InstructiOns: . . , • . . . • • . . . • . Z.._ , • Date Wanted:. Cal..„1:•;.' p.m. Requester: Phone No: q 25 — 795— 399/3 'LlApproved per applicable codes. Corrections required prior to approval. commENTs: 9 A _, —1N43 e". c......" 9_,-;.,I. Le-ti-kei 1.)4.0sZ ,.,..mer.....„...i ei--1.-‘. 1,--A, trN Ti i'r("</ 46 • ( CI g-w-% ‘;6,-, . 0.--17~,..... .." ...... Date: // LJ REINSP ION FEE REQUIR D. Prior to ne inspection. fee must be !alp 6300 Southcenter Blvd., Suite 100. CfLLt0 schedule reinspection. J. • 7. • INSPECTION RECORD � Retain a copy with permit 01 ( NSPECTION NO. PERMIT NO. dITYOF'TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Projec • . p s p,- ce Ty of Inspection: r, echo —. 0 ,v u/ ( Address: Date Called: Special Instructions: y J ).4. -t,� 3 .moo r�ti �„ per' "i –S Date Wanted: _. �,a.m. -t "� �� p.m. Requester: ' • Ph e of _ 35 9 --21341 Approved per, applicable codes. Corrections required prior to approval. COMMENTS: .. .. V A(1—, /q it /J k.pitl g.• G-OLider f t '{af ...._ .e -7.43 � . IA A A._) / >Z , Q 3 1 • • .. ..---. A 9 1 . Inspecto( ,4A-/ Date:-. CI REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. •.INSPECTION RECORD 41%, ` ' " .Retain a copy with permit • "I SPECTI v 0. • PERMIT NO. • CITY ;OF' TUKWILA BUILDING DIVISION 6306 Sb- uthcehtet Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 '. _ Permit inspection Request Line (206) 431 -2451 • 1,. • • Projecti z. _ .9P-,1140 !>, . SPA Type o spectiorK A AcA( Address: 41 -0a •L/f'/ , Date Called: Special In'st'ructions: - • Date Wanted: l-4 --If La.:a- P.m. Requester: Pt? io:s,,,.......r7 .8, .5-- .... 3 q q ty Approved pef applicable codes. a Corrections required prior to approval. COMMENTS: \ , 1 . .1' its— Ell Aistet Q G 4.11 1Ze 0 e 5, ‘ *!•.-) Date: f RE NSPECTION.1FEE RE IRED. Prior to •ext inspection, fee must be d at 6300 Southcenter lvd.. Suite 100. • 11 to schedule reinspection. August 30, 2011 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com Final Letter City of Tukwila Building Department 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188 -2544 AUG . 20111 COMMUNITY DEVELOPMENT Project: Alpac Project Permit Number: 12111209 Address: 1111 Andover Park West Job Number: 11 -042 We herewith certify that we have completed the following special inspections. To the best of our knowledge, the work inspected was in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and /or details of the building. Items inspected are: 1. Epoxy - grouted dowels 2. Reinforcing steel 3. Reinforced concrete* *The 28 -day breaks have not occurred but the 7 -day break exceeded the required strength. Remaining test results will be mailed to you. Sincerely, OTTO ROSENAU & ASSOCIATES, INC. ettnne L. Parvin e -mail c: doug @johnsontiinc.com k OTTO 0 ROSENAU & ASSOCIATES INC. VT-G5454 Geotechnical Engineering, Construction Inspection & Materials Testing e,t� �, 0 1%11\ Gct, 01011105 PROPRIETARY ANCHOR ADHESIVE INSPECTION REPORTS Job Number: 11 -0429 Project: Alpac Project Address: 1111 Andover Park W, Tukwila Inspector: Darren Reid Report Number: 121906 Permit Number: Client: Johnson Tenant Improvements, Inc Address: PO Box 1149, Bothell Date: 8/8/2011 Description /Location: #4 bar epoxied into existing slab for leveler walls at docks x3 A/10 -12. Intended Use: Slab Dowels at Dock Levelers Building Code & Year: Reference Standard(s) Used: Copies to: X Client X Engineer Owner X Contractor Architect X Building Dept. Others Comments Technical Responsibility: Conforms X Does Not Conform —Wafer C Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -86 -01 (Rev 09/09) ' . • b•s-. • M Reinforcing Steel , ■ i411Thread , - _ Bar /Dowel Size & Quantity: #4 Anchor Size & Quantity: Rebar Manufacturer: Cascade Type of Steel (ASTM): • A -36 • A -325 • A -449 • Other: Rebar Grade: • 40 ►1 60 • Other: Type of Bar: ►1 A -615 • A -706 • A -775 • Other: Special Ductile Quality (SDQ): • Yes ►/ No :ti Anchor Length: 2' Hole Depth: 8" Required Embedment: 5" Hole Diameter: 5/8" Concrete Thickness: Concrete Strength: Concrete Base Material: ►./ Normal Weight Concrete • Light Weight • CMU • Brick • Composite Deck Other: Compressed Air PSI: 80 -100 Hole Cleaning: ►Z/ Compressed Air • Hand Pump • Hole Condition: Brushed: @ Yes • No ►1 Dry • Damp • Water Saturated • Submerged Approved Diamond Cored Drill Bit (ANSI B212.15): • Yes • No Hole: • Yes ►/ No Adhesive Type: Simpson Set 22 Expiration Date: 1/31/2013 ICC ESR #: 1772 Weather: Cloudy Ambient Temperature: 71° Substrate Temperature: 69° Reference Standard(s) Used: Copies to: X Client X Engineer Owner X Contractor Architect X Building Dept. Others Comments Technical Responsibility: Conforms X Does Not Conform —Wafer C Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -86 -01 (Rev 09/09) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 11 -0429 CONCRETE REPORT Report Number: RC130099 Permit Number: B11-209- Project: Alpac Project Address: 1111 Andover Park West, Tukwila Inspector(s): Rick Hardy Client: Johnson Tenant Improvements, Inc. Address: PO Box 1149, Bothell Date: 8/9/2011 Description /Location: At grid lines N10.5 to 11.25, slab and side walls for 3 each dock levelers, as per 3/S0.1 (6'- 0'x8' -0 ") and 1 & 6/A1.1 Resteel Verified: Yes 8/9/2011 Rick Hardy (Grade 60) Mfg: Cascade Placement Data Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: Required Strength: Miles 01600 4" 0.435 7 Chute Yes 4000 psi at 28 days. Design Cement (Ibs /type): Fine Agg. (Ibs): Coarse Agg. (lbs/size): Coarse Agg. (Ibs /size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (Ibs or gal): Admixtures (specify): Sampling and Testing Data Time Cubic ASTM C 172, C 31 Made Yards Cast Samples: 1 -4 3:07 pm 2.00 Water Slump Added C 143 0 gal. 4" Actual ❑ 564# Type: I/II 1380# 1880# 7/8" Batch Weights /Cubic Yard 279# Air % C 231 Conc.Temp C 1064 N/A 71 °F Slag (lbs): Ambient Truck Ticket Temp No. No. 69 °F M070 254402 Weather: Inside Date Samples Picked Up: 8/10/2011 Specimen Number Test Date Field Cure 1 8/16/11 .= Discarded Tested in general accordance to: Copies to: Client n Engineer Building Dept El Owner MI Contractor ® Batch Plant Technical Responsibility: 3bdoaii ❑ Architect ❑ Others Walter Hansen, Project Manager Age (Days) 7 Slump Range: 4" Air % Range: - Initial Curing Method: ASTM C31, Exclude C31- 12.1.5 Initial Curing Temp: ASTM C31, Exclude C31- 10.1.2 Comments REINFORCING / PLACEMENT: Conforms COMPRESSIVE TEST RESULTS Size Area Weight Max Load (in.) (Sq.ln.) (Lbs.) (Lbs.) Does Not Conform ❑ Strength Fracture Type (psi) (other than cone) ASTMC39 4 x 8 12.69 8.92 58,280 ASTMC617 ❑ ASTMC1231 4590 This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -62 -04 (Rev 09/06) Page 1 of 1 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope UA Calculations Zone 1 Non - Residential ENV -UA 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised August 2010 Project Address AMB 1030 EARLINGTON Date 07/05/2011 Occupancy Group ® Nonresidential 0 Multifamily residential Clear For Building Department Use LE COpy Ne._ •..i.., r M ,, t" `aP 1 r"sr -- , , ' U- factor x Area (A) = UA (U x A) Climate Zone ® Zone 1 0 Zone 2 Fenestration Area as % gross exterior wall area Max. Target: Notes: 1: If fenestration area exceeds maximum allowed, then calculate adjusted areas on Target Ftr6eri »it Adjustment sheet on the backside of the ENV -SHGC form. h 2: U- factors shall come from chapter 10 or calculated per 1332. P.� ^` " ^'�r^1 + .,/ Building Component Provide assembly ID & page /plan # for each bldg. element Proposed UA U- factor x Area (A) = UA (U x A) o, o d o R= ID: ROOF DECK W/ R -38 INSUL R= ID: 0.026 Above Deck Insulation U -0.034 R= ID: REVIEVVFC) -0 m 2 R= ID: R= ID: R= ID: CODE COMPLIANCE APPROVED Metal Building U- 0.031 r O R= ' °: R= ID: R= ID: JJL 12 2011 Single raft, attic, other U -0.027 Opaque Walls - Above Metal Frm I R= ID: R= ID: R= ID: City BUILDING of Tukwila DIVISION Steel frame /not rrtal bldg U -0.064 R= ID: Wood /Oth R= ID: 2X6 WD STUDS @ 24" OC W/ R 21 BATT R= ID: R= ID: R= ID: 0.060 Wood Frame, other U -0.057 . m R= ID: R= ID: R= ID: R= ID: Proposed assembly U- factor from Tables 10 -5 thru 10 -5B Mass Wall U-0.15 Below Grade Walls R= ID: R= ID: R= ID: Proposed assembly U- factor from Tables 10 -5 thru 10 -5B. Do NOT use Table 10 -1. Assumed to be Mass Wall U -0.15 �, a o O ° U= ID: (2) 3' -0 "X 7' -0" MAN DOORS U= ID: U= ID: 0.460 All Doors U -0.60 E12 $ LI R= ID: R= ID: R= ID: Floors U -0.029 F- factor x Perimeter = UA(U x A) F- factor x Perimeter = UA (U x A) Slab -on -grade m a L c R= ID: SLAB ON GRADE NO INSULATION R= ID: R= ID: 0.730 1 Slab -On- Grade; F -0.54 IHeated I R= ID: R= ID: Proposed assembly F- factors can use the unheated values in Table 10 -2 Heated "Slab -On -Grade F -0.36 with nI.J -value At V.11s5 rather han I able a 10 -5b values��ans must clearly state too tno a requirements. Page 1 RECEIVEU CITY OF TI IKIMLA MI- n 51011 PERMIT CENTER Area UA Area UA Nt2O1 •'�I1ygAA 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope UA, continued. Zone 1 Non - Residential ENV -UA Project Address AMB 1030 EARLINGTON Date 7/5/2011 Fenestration Area as % gross exterior wall area Max. Target: For Building Department Use Notes: 1: If fenestration area exceeds maximum allowed, then calculate adjusted areas on Target Area Adjustment sheet on the backside of the ENV -SHGC form. 2: Provide NFRC or Table 10 -6 U- factor (See Section 1312.1) for fenestration assemby (combined frame and glazing performance). Building Component Provide assembly ID & page /plan # for each bldg. element Proposed UA U- factor x Area (A) = UA (U x A) Target UA U- factor x Area (A) = UA (U x A) Vertical Fenestration (Metal Framej U= ID: STOREFRONT (INCLUDES MAN DOOR) U= ID: U= ID: U= ID: 0.440 Metal Frame U -0.40 INon -Metal U= ID: U= ID: U= ID: U= ID: Non -Metal Frame U -0.32 IMtl entrance U= ID: U= ID: U= ID: U= ID: Metal Entance Door U -0.60 Skylights No Curb 1 U= ID: U= ID: U= ID: U= ID: Without Curb U-0.50 With Curb U= ID: U= ID: U= ID: U= ID: Including Curb U-0,60 values. Plans must cPearrly state lrroot a- te requ rem a requirements. NO WORK TO ENVELOPE Page 2 Total Page 1 Total To comply: 1) Proposed Total UA shall not exceed Target Total UA. 2) Proposed Total Area shall equal Target Total Area. Total Area UA Area UA 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Project Info Project Address PROLOGIS - ACCUTECH TENANT IMPROVEMENT Date 7/5/2011 1109 ANDOVER PARK WEST For Building Department Use COp t No TUKWILA, WA Applicant Name: PKJB ARCHITECTURAL GROUP �J� Applicant Address: 119 S MAIN STREET SUITE 410 SEATTLE WA, 981 Applicant Phone: 206- 624 -3210 mp Project Description ❑ New Building ❑ Addition P EAfferation•- ❑ Plans Includes Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) changed ' No changes are being made to the lighting and space use not ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor plan /room #) Occupancy Description Allowed Watts per ft2** Gross Interior Area in ft2 Allowed x Area REVIEWED FOR CODE COMPLIANCF ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts Proposed Lighting Wattage Location (floor plan /room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed REVIEWED FOR CODE COMPLIANCF APPROVED JUL 12 2011 City of Tukwila BUILDING DIVISION ` Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. RECEIVE CITY OF TUK LA ,IIIL 0 5 201 p1 PERMIT CENTER I 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary (back) LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Prescriptive Spaces Occupancy: Q Warehouse or Parking Garage Q Other Qualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures with a) 1 or 2 two lamps, b) reflector or louvers, c) 5 -60 watt T -1, T -2, T-4, T -5, T -8, or CFL lamps, and d) hard -wired electronic dimming ballasts. Screw -in CFL fixtures and tracking lighting do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps < =150w c) electronic ballasts 3. LED lights. TABLE 15 -1 Unit Lighting Power Allowance (LPA Use' LPA` (W/ft1) Use' LPA` (W /ft1) Automotive facility 0.85 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)5 0.91 Convention center 1.10 Parking garages 0.20 Courthouse 1.10 Penitentiary and other Group 1 -3 Occupancies 0.90 Cafeterias, fast food establishments', restaurants /bars5 1.20 Police and fire stations 0.90 Dormitory 0.85 Post office 1.00 Dweling Units 1.00 Retail10, retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.33 Exercise center 0.95 School buildings (Group E Occupancy only), school classrooms, day care centers 1.00 Gymnasia, assembly spaces 0.95 Theater, motion picture 0.97 Health care clinic 1.00 Theater, performing arts 1.25 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.20 Transportation 0.80 Hotel /motel 1.00 Warehouses 0.50 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.62 Workshops 1.20 Laundries 1.20 Libraries' 1.20 Plans Submitted for Common Areas Only' Manufacturing facility 1.20 Main floor building lobbies3 (except mall concourses) 1.10 Museum 1.00 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.80 Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by 2% per foot of ceiling height above 20 feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by 2% per foot of ceiling height above 12 feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by 2% per foot of ceiling height above 9 feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions, a Unit Lighting Power Allowance of 1.1 w /ft2 may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft2. 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque) and lighting for free - standing display where the lighting moves with the display are exempt. An additional lighting power allowance is allowed for merchandise display luminaires installed in retail sales areas that are specifically designed and directed to highlight merchandise. The following additional wattages apply: i. 0.6 watts per square foot of sales floor area not listed in items ii and iii below; ii. 1.4 watts per square foot of furniture, clothing, cosmetics or artwork floor area; or iii. 2.5 watts per square foot of jewelry, crystal or china floor area. The specified floor area for items i, ii, or iii above, and the adjoining circulation paths shall be identified and specified on building plans. Calculate the additional power allowance by multiplying the above LPDs by the sales floor area for each department excluding major circulation paths. The total additional lighting power allowance is the sum of allowances for sales categories I, ii, or iii plus an additional 1,000 watts for each separate tenant larger than 250 square feet in area. The additional wattage is allowed only if the merchandise display luminaires comply with all of the following: (a) Located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). (b) Adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). This additional lighting power is allowed only if the lighting is actually installed and automatically controlled, separately from the general lighting, to be turned off during nonbusiness hours. This additional power shall be used only for the specified luminaires and shall not be used for any other purpose. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. w 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Exterior Li • htin • Summary LTG -EXT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Project Info Prof Addres PROLoGIs - ACCUTECH TENANT IMPROVEMENT Date 7/5/2011 1109 ANDOVER PARK WEST For Building Department Use IPA e COpy NO TUKWILA, WA Name: PKJB ARCHITECTURAL GROUP - Appl. Name 119 S MAIN STREET SUITE 41.0 SEAT WA, 981 d WC Appl. Phone206 -624 -3210 ••^'•',- , Project Description ❑ New ❑ Addition Refer to WSEC Section 1513 for controls ❑ Plans I 'crI4EVIEVVED FO r- ;•EnAp^LIAN ' Alteration and commissioning Lighting Zone (as specified by Jurisdiction) Q Zone 1 Zone 2 O Zone 3 O Z.i e 4 APEROVED +' Compliance Option 1 rt 0 Lighting Power Allowance 0 Systems Analysis JUL 1 1011 Building Grounds (luminaires > 100 Watts) ❑ Efficacy > 60 lumens/W ❑ Controlled by motion s= sor ❑Exemption (list) �tY of Tukwila . Alteration Exceptions (check appropriate box - sec. 1132.3) • and space use not change.. ,. -' No changes are being made to the lighting ❑ Less than 60% of fixtures are new, installed wattage not increased, & space use not changed. Tradable Maximum Allowed Lighting Wattage Base Site Allowance: 500 Tradable Surfaces Description Allowed Watts per ft2 or per If Area (ft2), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Total Allowed Tradable Watts: Tradable Proposed Lighting Wattage (use mfgr listed maximum input wattage for luminaire.) Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Area (ft2), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Total proposed tradable watts may not exceed the sum of total allowed tradable watts plus Total Proposed Tradable Watts: the base site allowance. Any base site allowance not needed to make tradable watts comply can be applied to individual non - tradable categories. Non - Tradable Maximum Allowed Lighting Wattage Base Site Allowance Remaining: 500 Non - Tradable Surfaces Description Allowed Watts per ft2 or per If Area (ft2), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Non - Tradable Proposed Lighting Wattage Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Non - tradable proposed watts may not exceed allowed surface unless the total excess watts for all non -tr remaining site allowance. a ual than the .IIII_ n 5 2011 PERMIT CENTER Total excess Non - Tradable watts: Site Allowance Balance: 0 500 CE .r 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Exterior Lighting Summary (back) LTG -EXT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential TABLE 15 -26 LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Revised November 2010 Specific area description Zone 1 500 W Zone 2 600 W Zone 3 750 W Zone 4 1300 W Base site allowance) Tradable Surfaces 2 Uncovered Parking Parking lots and drives Areas 0.04 W /ft2 0.06 W /ft2 0.10 W /t12 0.13 W/ft Building Grounds Walkways less than 10 ft wide 0.7 W /linear foot 0.7 W/ linear foot 0.8 W/ linear foot 1.0 W/ linear foot Walkways 10 ft wide or greater Plaza areas Special feature areas 0.14 W /ft2 0.14 W /ft2 0.16 W/ft 0.2 W /ft2 Exterior Stairways 0.75 W /ft2 1.0 W /ft2 1.0 W /ft2 1.0 W /ft2 Pedestrian tunnel 0.15 W /ft2 0.15 W /ft2 0.2 W /ft2 0.3 W /ft2 Landscaping 0.04 W /ft2 0.05 W /ft2 0.05 W /ft2 0.05 W /ft2 Building Entrances and Exits Main entries 20 W /linear foot of door width 20 W /linear foot of door width 30 W /linear foot of door width 30 W /linear foot of door width Other doors 20 W /linear foot of door width 20 W /linear foot of door width 20 W /linear foot of door width 20 W /linear foot of door width Entry canopies 0.25 W /ft2 0.25 W /ft2 0.4 W /ft2 0.4 W/ft2 Sales Canopies Free standing and attached 0.6 W /ft2 0.6 W /ft2 0.8 W /ft2 1.0 W /112 Outdoor Sales Open areas; 0.25 W /ft2 0.25 W /ft2 0.5 W /ft2 0.7 W /ft2 Street frontage for vehicle sales lots in addition to "open area allowance No Allowance 10 W /linear foot 10 W /linear foot 30 W /linear foot Non - Tradable Surfaces° Building Facades No Allowance 0.1 W /ft2 for each illuminated wall or surfaces 0.15 W /ft2 for each illuminated wall or surface° 0.2 W /ft2 for each illuminated wall or surface' Automated teller machines and night depositories 270 W per locations 270 W per locations 270 W per locations 270 W per locations Entrances and gatehouse inspection stations at guarded facilities 0.75 W /ft2 of covered & uncovered area Loading areas for law enforcement, fire, ambulance and other emergency service vehicles 0.5 W /ft2 of covered & uncovered area Material handling and associated storage No Allowance No Allowance No Allowance 0.5 W /fie Drive -up Windows & Doors 400W per drive- through Parking near 24 -hour retail entrances 800 W per main entry FOOTNOTES FOR TABLE 15 -2B: 1. Base site allowance may be used in tradable or nontradable surfaces. 2. Lighting power densities for uncovered parking areas, building grounds, building entrances and exits, canopies and overhangs and outdoor sales areas may be traded. 3. Including vehicle sales lots. 4. Lighting power density calculations for the following applications can be used only for the specific application and cannot be traded between surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted in the "Tradable Surfaces" section of this table. 5. May alternately use 2.5 watts per linear foot for each wall or surface length. 6. May alternately use 3.75 watts per linear foot for each wall or surface length. 7. May alternately use 5 watts per linear foot for each wall or surface length. 8. An additional 90 watts is allowed per additional ATM location. 1 1 1 FILE COPY Permit No., ' iealRIIINIn swMUwvpar11.21>i,Parsswlurvw.xSm. 413/41.-...07.15.701fif, A1J cant✓ ueu,+..MFS.v.11,.Bw.ve04,11,0•a7suvl iAnrUv`.s/srivs+rWAPra Prologis - Speculative Space Tenant Improvement 1111 Andover Park West Tukwila, WA Provided by PKJE Engineering 112 Olds Station Road, Suite B Wenatchee, WA 98801 kc.vIEVVED FOR CODE COMPLIANCE APPROVED JUL 2 7 2011 City of Tukwila BUILDING DIVISION Structural Calculations for Removing a Portion of the Plywood Shear Wall Job No. 11042 1REVISIOMN01_ NO..1. 101 ritZ rarlr.rwrrzar<e @,r ___ IT 090s fl scr,.5.0,10,..0,101,4XVAM :rr. a: 47,0,0,1, wr iris.a July 20, 2011 ECEBVED JUL 2 0 2011 PERMITCENTER f 1 1 1 1 1 MSRMaps: Print Page 1 of'Co plat wG 1s A CCL4.-TIC CbJ Send To Printer Back To MSR Maps Change to 11x17 Print Size Remove Grid Lines Change to Landscape MUMS Tukwila, Washington, United States 13 Jun 2002 122W 15' 21" 122W 15' 16" 122W 15' 12" - 122.25586 - 122.25453 - 122.25321 556,100.0 556,200.0_ 47N 26' 49 "'� . a. yam' a 47N 26049" 47.44693~ '.;mss- � 5,255,100.0 vs;Jr 47.44691 ,: •. 5,255,100.0 X4'1 t 47N 26' 46 47.44603; 5,255,000.0'`' , F. X1"47N 26' 46" 47.44601 ,5,255,000.0 • 47N 26' 42' 47.44513 5,254,900.0: U 47N 26' 42" x47.44511 05,254,900.0 .11�..:...r ems.._....... 47N 26' 39 "122W 15' 21" 122W 15' 16" 47.44421- 122.25590 - 122.25457 5,254,800.0556,100.0 556,200.0 m 25 50, 75, yds f 25' 50' 75' 7N 26' 39" 7.44421 ,254,800.0 122W 15' 12" - 122.25325 .556,300.0 Image courtesy of the U.S. Geological Survey © 2010 Microsoft Corporation. Terms of Use Privacy Statement IBC2006 (1613), ASCE 7 -05 CHAPTER 11, 12, 13 SEISMIC DESIGN CRITERIA Soil Site Class Response Spectral Acc. (0.2 sec) S$ = 140.30 %g Response Spectral Acc.( 1.0 sec) S1 = 48.00 %g Site Coefficient Fa = 1.000 Site Coefficient F,= 1.521 Max Considered Earthquake Acc. SMS = Fe -Ss Max Considered Earthquake Acc. SM1= F,,.S1 @ 5% Damped Design Sips = 2 /3(SMS) Sp1 = 2 /3(SM1) Building Occupancy Categories Design Category Consideration: Seismic Design Category for 0.1 sec Seismic Design Category for 1.0sec SI <.75g Since Ta < .8Ts (see below), SDC = Comply with Seismic Design Category D 12.8 Equivalent lateral force procedure Seismic Force Resisting Systems Ct = Building ht. H„ = O Approx Fundamental period, TB = 0.8Ts = Is structure Regular & 5 5 stories ? Response Spectral Acc.( 0.2 sec) S8= Fe = @ 5% Damped Design SDS = Response Modification Coef. R = Over Strength Factor S2o = Importance factor I = Seismic Base Shear V = C8= or need not to exceed, C5 = II, Standard Table 20 -3 -1, Default = D = 1.403g Figure 22 -1 through 22 -14 = 0.480g Figure 22 -1 through 22 -14 Table 11.4 -1 Table 11.4 -2 = 1.403 (11.4 -1) = 0.730 (11.4 -2) = 0.935 (11.4 -3) = 0.487 (11.4 -4) Table 1 -1 with dist. between seismic resisting system >40ft Table 11.6 -1 Table 11.6 -2 Section 11.6 Control (exception of Section 11.6 does not apply) T- R301.2.2.1.1 v Flexible Diaphragm j v D D NA D IRC, Seismic Design Category = D2 A. BEARING WALL SYSTEMS 1. Special reinforced concrete shear walls v 0.02 24 1,488 Ct(hn)x Cu.Ta 0.8(SD1 /SDS) Yes I v x = 0.75 T- 12.8 -2 ft Limited Building Height (ft) = 160 for Sa of 0.487g Table 12.8 -1 = 0.217 12.8 -7 TL = 8 Sec =44 Use T = 0.217 = 0.416 Control (exception of Section 11.6 does not apply) 12.8.1.3 Max Ss s 0.15g sec. 1.403g 1.00 2/3(F3.S5) = 0.935g 5 2 1 CsW SDS R/I Sol (R/I).T S.. T. =0.187 = 0.449 or Cs= N/A T2(R/I) Min C5 = 0.5S1I /R N/A Use C5 = 0.187 Design base shear V = 0.187 W Control (11.4 -3) Table- 12.2 -1 foot note g Table 11.5 -1 For T5 TL For T > T� For Si z 0.6g (12.8 -2) (12.8 -3) (12.8 -4) (12.8 -6) T -12.2- Prologis Accutech 1109 Andover Park West Tukwila, WA 2003 NEHRP Seismic Design Provisions Latitude = 47.44602 Longitude = - 122.25389 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.403 (Ss, Site Class B) 1.0 0.480 (51, Site Class B) 2003 NEHRP Seismic Design Provisions Latitude = 47.44602 Longitude = - 122.25389 Spectral Response Accelerations SMs and SM1 SMs =FaxSs and SM1 =FvxS1 Site Class D - Fa = 1.0 ,Fv = 1.52 Period Sa (sec) (g) 0.2 1.403 (SMs, Site Class D) 1.0 0.729 (SM1, Site Class D) 2003 NEHRP Seismic Design Provisions Latitude = 47.44602 Longitude = - 122.25389 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1= 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.52 Period Sa (sec) (g) 0.2 0.935 (SDs, Site Class D) 1.0 0.486 (SD1, Site Class D) P 1ZCD L.0 GI S 0 dlcs1b _(°)S1 +SEZ)= [Qsd o,)( 1)11)(L21 °5( L. (FiXdsd si_Ra i° ,t 1 S T trM 9191,g1:17 =A 1 x7 %sfiZ XI8T3 TELEPHONE BOARD 0 REMAIN FRO DE F 88 FIT ,RT1WALL ACCESS PANEL W/ ABEL 812ED TO PROVIDE P11. CCESS TO PHONE BOARD. EW 4'X4' RELTTE TO LATCH EXLST26. ALIGN Ill/ OP CF DOOR TYP.• 0) CCATION.S. ALTERAME MIME CJ) EX18184 LOAD FIOG9. ALL DASHED WALLA, DOORS, 1 mom WEE RE1/ IOVED. PATCH OR REPAIR ADJ. WALES AS FELL VE2.nL0 CwtS T • ' /CQ l I O eL Ardover 9 1.,1- OFEM OFFICE I104 1 MDF ROOM TO REMAPI DIRTYa COMMOTION. TO COORD. WY TENANT. NEtU 111 DEMI X BW OPENWG NO WALL. 9 m ALL DANNED 10»10O 01 TO PATCN OR REPA 81iFACEB AS RE L8, DOORS, REMOVED. R ADJ. R COL, W,.6, NOTE, ALTER 4ATEB. L REMOVE LARD HOGS • (2) DOCK DOORS. 2. AU. NEW CASEUGRC M BREAK ROOM FER EFEC8. S. NEW CASEWGRC a OF131 CFRCE AREA FER OPEC& 4. ALL NEW SOLID CORE 131RCH DOORS THROUGHOUT. 8. METAL FR40I1/ G W/ K' RIGID P 811LATICN. 6. CARPET TILE 24 ALL AREAS TO RECEIVE CARPET. WAREHOUSE 114 I No wows E$. I ST I K16 S I- FF+41- WAu_ COL N Writ . Project Prologis Accutech Engineer: Van Heyningen Date: 7/19/2011 Project # 11042 Subject Shearwall Design Checker: Date: Page 62 / C Floor Level: Wall Line: Interior Plywood Shear Wall new opening Unit Shear Calculations Seismic Design Category D, E, or F? (or Seismic Zone 3 or 4) Lateral Load to Wall Line = Total Length of Shearwalls = Unit Shear Load (v) = yes 47,898 95.5 502 Ibs ft plf • Reference attached shearwall schedule for more information. Overturning Calculations U Shearwall Type wood Gvpboard Check capacity V H Pu Pdl w ■•.....■ Seismic Controlled Design? yes (Affects =, pect ratio) Terminology : V = Panel Shear (Ibs) �Xr S it h l 'ALL W = Panel Self Weight (Ibs) 15 YL, PLY%vt,or� w = Trib. Roof /Floor Load (pif) Two S t nE.. S Pd, DL Reaction from Header /Beam (Ibs) `Al( l Od PAILS P„ = Uplift from Shearwall Above (Ibs) 41t0c LASS. OTM = Overturning Moment (ft-Ibs) RM = DL Resisting Moment (ft-Ibs) 01Z-- Equations: V = vL OTM = VH RM = 2 /3[(W +wL)(L /2) +Pa,L] U = (OTM -RM) /L + P„ Reference attached Simpson cutsheets for holdown descriptions, capacities, and installation requirements. Holdown capacities are based on SPF /HF values with 1.33 load duration factor. �( jA lk 1 S Load Check, EV = 47,898 (Compare w/ Load Above) ll N Ca L-1 r rY►iJ Max. Aspect Ratio: 2.0 r IZ Check Aspect Ratio: OK (Ref. IBC Table 2305.3 3, footnote (a), when aspect ratios are exceeded) H (ft) L (ft) V W w Pdl Pu Uplift (U) Req'd Holdown PHD /HD Strap 24.0 62.5 31,347 15,000 100 11,250 0 -2,546 NA NA 24.0 33.0 16,551 7,920 150 11,250 0 247 NA NA 0.0 0.0 0 0 0 0 0 NA NA 0.0 0.0 0 0 0 0 0 0 NA NA 0.0 0.0 0 0 0 0 0 0 NA NA 0.0 0.0 0 0 0 0 0 0 NA NA 0.0 0.0 0 0 0 0 0 0 NA NA 0.0 0.0 0 0 0 0 0 0 NA NA • City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 07/20/2011 Plan Check/Permit Number: D11-209 Response to Incomplete Letter # Response to Correction Letter # ✓ Revision # 1 after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: PROLOGIS - SPECULATIVE SPACE Project Address: 1111 ANDOVER PARK WEST TUKWILA, WA Contact Person: ADRIANNE MARTIN Phone Number: (206) 624 -3210 Summary of Revision: CREATE 20'HX15'W OPENING TN NORTH DEMISING SHEAR WALL. Sheet Number(s): SD -1, A1.1 RECEIVED CITY OF TUKWILA JUL' 20 2011 PERMIT CENTER "Cloud" or highlight all areas of revision including dam of rev Received at the City of Tukwila Permit Center by: Entered in Permits Plus on H: \Applications'Forms- Applications On Line\2010 Applications\7 -2010 - Revision Submittal.doc Revised: May 2011 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -209 PROJECT NAME: SPECULATIVE TENANT SITE ADDRESS: 1111 ANDOVER PK W Original Plan Submittal DATE: 07 -20 -11 Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS ailing Division ublic s A14^ N//- 1 -)_1- I Fire Prevention It Structural N /A -7-)-1-ti Planning Division n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: a Incomplete DUE DATE: 07 -21 -11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping El PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 08-18-11 Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 %PERMIT CORD COPS' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -209 DATE: 07/05/11 PROJECT NAME: SPECULATIVE SPACE SITE ADDRESS: 1111 ANDOVER PK W X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: cp B6ikiingVivision v /fr , r' ublcW W Fire Prevention Structural Planning Di4ision. Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 07/07/11 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Structural Review Required No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/04/11 Approved n Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 PROJECT NAME: Se-ecAitzt Vvit C I, -E/ l .� PERMIT NO: � ORIGINAL ISSUE DATE: SITE ADDRESS: 1V IA REVISION LOG REVISION NO. DATE RECEIVED STAFF INITI LS ISSUED DATE STAFF INITIALS I 1 -ZD- 6 ( �� Summary of Revision: C ref,k ©pfAe i r�cl 1 r‘ ro r+t\ ete Vn i S i rte Wc� 11 1 Received by: �I A------- REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) Contractors or Tradespeople Per Friendly Page • 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. Business and Licensing Information Name JOHNSON TENANT IMPROVEMENT INC UBI No. 601223621 Phone 4254862442 Status Active Address Po Box 1149 License No. JOHNSTI092PA Suite /Apt. License Type Construction Contractor City Bothell Effective Date 10/1/1991 State WA Expiration Date 10/7/2011 Zip 980411149 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status JOHNSTI11460JOHNSONTENANT IMPROVEMENTS Construction Contractor General Unused 1/20/1989 7/27/1991 Archived Business Owner Information Name Role Effective Date Expiration Date JOHNSON, WILLIAM S 01/01/1980 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 3 CBIC SA6988 10/02/2001 Until Cancelled $12,000.00 10/05/2001 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 17 FIRST MERCURY INS CO FMW0001793 10/02/2010 10/02/2011 $1,000,000.00 09/30/2010 16 FIRST MERCURY INS CO FMWA000360 10/02/2008 10/02/2010 $1,000,000.00 10/02/2009 15 FIRST MERCURY INS CO FMFL003169 10/02/2007 10/02/2008 $1,000,000.00 09/28/2007 14 COT HAWLEY INS MGL0158801 10/02/2006 10/02/2007 $1,000,000.00 10/02/2006 13 FIRST MERCURY INS CO FMFL001141 10/07/2005 10/07/2006 $1,000,000.0009 /27/2005 12 CLARENDON AMERICAN INS CO HML0005553 10/02/2004 10/02/2005 $1,000,000.0009 /27/2004 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 07/20/2011 PROLOGI ECULATIVE SPACE GENERAL NOTES I THE APPROVED PLANS SHALL NOT BE CHANGED OR ALTERED WITHOUT AUTHORIZATION FROM THE BUILDING OFFICIAL. THE APPROVED PLANS ARE REQUIRED TO BE ON THE JOB SITE. 2 CONTRACTOR SHALL VERIFY AND CHECK ALL CONDITIONS AND DIMENSIONS AT THE BUILDING. REPORT ANY INCONSISTENCIES TO THE ARCHITECT. 3. ALL WORK SHALL MEET LOCAL CODES AND ORDINANCES. 4. ALL NAILING SHALL COMPLY WITH NAILING SCHEDULE OF THE IBC. 5. COMPLIANCE CARD TO BE POSTED VERIFYING INSULATION INSTALLED IN WALL, CEILINGS ANDS FLOORS (IF REQUIRED). 6. PROVIDE METAL NAIL STOPPERS TO COVER HOLES IN STUDS WHERE NAILS COULD PUNCTURE PLUMBING AND WIRING. 1: MAINTAIN 3' MIN_ CLEARANCE BETWEEN CEILING FIXTURES AND INSULATION. 8. ALL WOOD COMING IN CONTACT UJ/ CONCRETE. SHALL BE PRESSURE TREATED (DECAY RESISTANT). 9: CONTRACTOR DESIGNED ELECTRICAL. SUBMIT TO BUILDING DEPARTMENT FOR PERMIT. PROFESSIONAL STAMP REQUIRED. 10, CONTRACTOR DESIGNED MECHANICAL. SUBMIT TO BLDG DEPARTMENT FOR PERMIT. PROFESSIONAL STAMP REQUIRED. 11. SERVICE WATER PIPES TO BE INSULATED TO MINIMUM R :8 IN UNHEATED SPACES:' 12. METAL DUCTS TO BE INSULATED AND JOINTS TO BE TAPED. 13.: GATT INSULATION SHALL HAVE ALL TEARS AND JOINTS SEALED WITH TAPE. 14. WALLS TO BE FIRE STOPPED. 15. IF ANY ERRORS, OMISSIONS OR INCONSISTENCIES APPEAR IN THE DRAWINGS, SPECIFICATIONS oR OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE OWNER OR ARCHITECT IN WRITING OF SUCH OMISSIONS, ERRORS, OR INCONSISTENCIES BEFORE PROCEEDING WITH THE WORK, OR ACCEPT FULL RESPONSIBILITY FOR COSTS TO RECTIFY SAME. 16. TYPICAL DETAILS OR BUILDING STANDARDS SHALL APPLY WHERE NO SPECIFIC DETAILS ARE GIVEN. 11. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, ELEVATIONS, SECTIONS AND DETAILS. I8. ALL EXIT DOORS TO BE OPERABLE FROM INSIDE THE BUILDING WITHOUT KEYS OR SPECIAL KNOWLEDGE. l9. FIRE EXTINGUISHERS SHALL BE PROVIDED PER NFPA 10, OR REQUIREMENTS OF LOCAL FIRE OFFICIALS. 20. ALL INTERIOR WALL COVERING MATERIALS SHALL BE FIRE RESISTIVE OR SHALL BE TREATED TO BE FIRE RESISTIVE, SO AS TO RESULT IN A FLAME SPREAD RATING OF AT LEAST CLASS III FOR GENERAL AREAS AND CLASS II FOR EXIT WAYS, DELIVER CERTIFICATE TO LOCAL FIRE DEPARTMENT AS REQUIRED. 21. ALL EQUALS TO BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION: 22. BIDDER DESIGN WORK TO BE APPROVED BY ARCHITECT PRIOR TO CONSTRUCTION. 23. PENETRATIONS, IN WALL REQUIRING PROTECTED OPENINGS ARE TO BE FIRE STOPPED 24. COORDINATE WITH OUJNER AND DESIGN TEAM FOR LOCATION OF ELECTRICAL MECHANICAL AND PLUMBING. 25. TACTILE SIGNS STATING 'EXIT' AND COMPLYING WITH ALL ICC /ANSI A111.I REQ.. SHALL BE PROVIDED AT EACH EXIT DOOR PER 1033.11 AND CHAPTER 1 IN GENERAL 26. THE MEANS OF EGRESS INCLUDING THE EXIST DISCHARGE SHALL BE ILLUMINATED AT. ALL TIMES THE BUILDING 15 OCCUPIED PER IBC 1006.1 ELECTRICAL DESIGN BUILD CONTRACTOR SHALL COMPLY AND SHALL SUBMIT A DEFERRED SUBMITTAL MEETING ALL REQUIREMENTS. 21. THE BUILDING SHALL BE EQUIPPED WITH EMERGENCY LIGHTING AND IN THE EVENT OF A POUTER FAILURE SHALL AUTOMATICALLY ILLUMINATE THE AREA OF THE EXIT DISCHARGE IMMEDIATELY ADJACENT TO THE DISCHARGE DOORS PER !BC 10063 ELECTRICAL DESIGN BUILD CONTRACTOR SHALL COMPLY AND SHALL SUBMIT A DEFERRED SUBMITTAL MEETING ALL REQUIREMENTS. 28. PROVIDE A TACTILE EXIT SIGN TO COMPLY WITH ICC AH1.1. 29. PROVIDE W MINUTE OF EMERGENCY LIGHTING AT ALL EXTERIOR DOORS VIA SEPARATE BATTERY OR UNIT EQUIPMENT. 30. PROVIDE LOCKING DEVICE READILY DISTINGUISHED AS LOCKED WITH SIGN ON DOOR STATING 'THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED IN 1' HIGH LETTERS. 31. THE MEANS OF EGRESS INCLUDING THE EXIT DISCHARGE SHALL BE ILLUMINATED TO MINIMUM I FOOT - CANDLE AT ALL TIMES THE SPACE IS OCCUPIED BY PREMISES ELECTRICAL SUPPLY. IN EVENT OF A POWER FAILURE THE LIGHTS SHALL OPERATE FOR A MINIMUM OF 90 MINUTES. 32. TACTILE CHARACTER SIGNS SHALL BE INSTALLED PER ANSI STANDARDS CHAPTER. 1, AND MOUNTED AT 48' AFF. WITH A MAX. 1-EIGHT OF 60' APP. ADJACENT TO THE LATCH SIDE OF THE DOOR PER ANSI A111.1 -2003 4 1033.10 AND II. 33. PROVIDE VENTILATION AS REQUIRED BY WVIAC AND SUBMIT DESIGN TO CITY FOR REVIEW. 34. MANUALLY OPERATED FLUSH BOLTS ARE NOT PERMITTED AND NO MORE THAN ONE OPERATION FOR THE UNLATCHING 15 ALLOWED. PROJECT SCOPE INSTALL (3) NEW DOCK LEVELERS AT EXISTING DOCK DOORS. CREATE 15'U)X20'1-1 OPENING IN NORTH DEMISING WALL: LEGAL DESCRIPTION l POR SW 1/4 OF SE 1/4 OF SEC 26 =23 -4 4 OF NW 1/4 OF NE 1/4 OF SEC 35 -23 -4 - BEG SE COR OF SW 1/4 OF SE 1/4 OF SEC 26 -23 -4 TH N 01 -41 -29 E 140.16 FT TH N 81 -55 -02 W 140:61 FT TH 6 01 -51 -03 W 13 FT TH N 81 -55 -02 W 96.94 FT TH ALG CURVE TO LFT R4D 20 FT ARC DIST 1163 FT TI-IRU C/A 50 -29 -58 TAP OF REV CURVE TH ALG CURVE TO RGT THE CENTER BEARING N 48 -25.00 W RAD 35 FT ARC DIST 6832 FT TO TPOB TH S 63 -25 -19 W 5561 FT TH S 01 -51 -03 W 180.50 FT TH N 81 -55 -02 W 219.04 PT TH N 02.24 -12 E 684.96 FT TO 5 LN OF SEC 26 TH N 0I -12 -25 E 250.06 FT TH S 81 -55 -02 E 18609 FT TH S 42 -29 -I6 E 120.81 FT TAP OF CURVE TH ALG SD CURVE TO LET THE CENTER BEARING S 41-11-34 E RAD 35 FT ARC DIST 4526 FT THRU C/A 14 -05 -25 TO TPOB LESS UP RR OPER R/W IN NE 1/4 OF 35- 23.04 ENERGY CODE REQ. GOVERNING ENERGY CODE: 2009 WASHINGTON STATE ENERGY CODE PRESCRIPTIVE PATH BUILDING SPACE TYPE HEAT IS 'OTHER' (ALL OTHERS INCLUDING 1-EAT PUMPS AND VARIABLE AIR VOLUME.) ELECTRIC RESISTANCE HEATING NOT ALLOWED. REQUIRED INSULATION VALUES. FOR CONDITIONED SPACES - CLIMATE ZONE ROOF OVER CEILING TILES - BUILDING ROOF (NO ATTIC) OPAQUE WALLS METAL FRAMING WOOD FRAMING 4 OTHER OPAQUE DOORS FLOOR OVER UNCONDITIONED SPACE SLAB -ON -GRADE VERTICAL GLAZING R -30 EXISTING R -19 W R1.5 CONT RIGID INSUL. R -21 u -60 N/A EXISTING EXISTING PROVIDE OCCUPANCY SENSOR AT ALL PRIVATE OFFICES. OCCUPANCY SENSOR AT WAREHOUSE 114. PROVIDE AUTOMATIC CONTROLS TO TURN OFF LIGHTS DURING UNOCCUPIED HOURS. SEPARATE PERMIT REQUIRED FOR: erMebtlanICai crElectrica1 OPPlumbing (Was Piping City of Tukwila Bt #yl/NG !DIVISION SITE & BUILDING INFO. BUILDING OWNER: TENENT: TAX PARCEL NO. PROJECT ADDRESS: GOVERNING BUILDING CODE: GOVERNING ZONING CODE:. SITE STATISTICS ZONE: SITE AREA: PROPOSED LOT COVERAGE: ALLOUJABLE HEIGHT: BUILDING HEIGHT: BUILDING STATISTICS BLDG TYPE: BUILDING AREAS: E IWYOUIL131 TENANT AREA: 1111 OFFICE B 1109 OFFICE B 1111 WAREHOUSE 5 -1 1109 WAREHOUSE 6-1 P}OLOGIS ACCUTECH 3523049110 1111 ANDOVER PARK WEST TUKWILA, WASHINGTON 2009 INTERNATIONAL BUILDING CODE TUKWILA WASHINGTON MUNICIPAL CODE TUKWILA URBAN CENTER 191;421 SF (APPROX. 439 ACRES) UNCHANGED 115' -0' 241•0' (UNCHANGED) III -B SPRINKLED. 00,2 1,210 5F 3,466 5F 16,461 5F 1,813 5F TOTAL TENENT AREA 25,950 5F VICINITY MAP PROJECT SITE 5 n8TN eT 8180TH .gTI REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOT7: Fcvlsien will require a new plan submittal and may inc;ude additional plan review fees. I ---- 1-14414fff 4i1+fff +if+H+i+i++f+i+fffi+4 11FNi++4444+44H- H+11 -+ft + ft f++ iiftfFt4tiiii4# f+ H4 ffH 4+ 41. 141+N+ ffH4+ Hi++ ifi+ f+ Hi+ H+ H4H. H. H1141+ HfH- 1H i+1 4+ 1+ 11 1fH# 1+ 1114N4H141- 14 ffl+# fi++ 4fi+ Tiff H+1 441.+ H f+ fi- H++- IMHi +Mt1444ii+Hffi+HH4.1.110+4 + H4+ i++ +fifH+D+IH +H+Hi4ffifl++fVif+Hif +144+ +i } +4ffi -H-H w fH- OCCUPANT LOADS PER TABLE 1004.1.1 OF THE INTERNATIONAL BUILDING CODE FIRST FLOOR 1. WAREHOUSE 24,214 SF e 500 SF / OCCUPANT 49 OFFICE 4,616 SF 6 100 SF 1 OCCUPANT OCCUPANT LOAD = 41 TOTAL OCCUPANT LOAD : 93 TOTAL EXITS REQUIRED : 2 TOTAL EXITS PROVIDED = 2 PLUMBING FIXTURES PER TABLE 2902.1 INTERNATIONAL BUILDING CODE EXISTING (NO CHANGE) LEGEND KEY: WALLS, DOORS 4 WINDOWS TO BE REMOVED. PATCH FLOOR, ADJ. WALL 4 CEILING A5 NEEDED TO RECEIVE NEW FINISH. EXISTING (WALLS TO REMAIN C EXISTING DOOR TO REMAIN ANDOVER PARK WEST 4+++H+Hi FL I E COPY Permit No. 0 Phn roview approval is subject to errors and omissions. 'r it vai of construction documents does not authorize t; ,'3latiOf of any adopted code or ordinance. Receipt of approved A Copy and conditions is acknowledged: By Date: City Of TUtcwila` BUILDING DIVISION TUKWILA, WA SEPARATE SUBMITTALS CONTRACTOR TO SUBMIT FOR AND OBTAIN PERMITS FOR ALL DEFERRED WORK INCLUDING: ELECTRICAL MECHANICAL FIRE SPRINKLERS PROJECT TEAM I 12120 GATEWAY DR, SUITE 110 TUKWILA, WA 98168 206.951.6862 CONTRACTOR TO BE DETERMINED BY OUJNER ARCHITECT: PKJB ACRHITECTURAL GROUP 119 S. MAIN ST SUITE 410 SEATTLE, WA 98104 206.6253210 DRAWNG INDEX AIITECTURAL SD -I COVER SHEET AI.I FLOOR PLAN AND DETAILS 412 PROLOGIS CUSTOMER FINISH STANDARDS SYMBOLS X ROOMNAME 101 C;(*) L DETAIL GRID LINES - COLUMN ROOM NAME AND NUMBER REVISION TAG DOOR TAG ILLUMINATED EXIT SIGN ARROW INDICATES DIRECTION ILLUMINATED EXIT SIGN WITH EGRESS PATH LIGHTING WITH BATTERY BACKUP SYSTEM REVIEWED FOR CODE COMPLIANCE APPROVED JUL 27 2011 City of Tukwila BUILDING DIVISION EGRESS PATH LIGHTING ON BATTERY 3ACKUP SYSTEM. a z 12' -1' PROJECT START DATE J O Et 1- z z w 1- w z 0 SUBMITTED SUBMITTED FOR BID a 0 5 m • Ii 0 w co In 0 z 0 z ra w z O 0 z 0 0 a a a a r• rn N C0 0 C0 0 N L() 0 CV N 0 0 to w z w U • 0 0 z J a. REGISTERED :►n:. TECT EIVED 202011 CENTER ++H+H+NHif+H t%tttr It#• 1001!81111+f 44N-H- H M04 + f+ H +H#H+i- H4444+H+1+H+H+H+1dHi +41H l- Hi44ffli4HHfH#H+14+#f 14 +fHH +H+41tiN+H+44H+ft1 -RH- #"1/1 + Nf+mfH#++4fH4I+H{ 4Hiim Hamm f rr tit 44%"++++H+1H+4HI+H+++ Fit -H-H+f+f # +H+H -H- -1-H4 f+#+ if+ f++ +411f++t4Hi +4fHf +i1414+f +Hfi+tf 1f+ +fff +H+HfH4H +t4H+f4+f+4 +++H 1 +H +HffHHii +H- Ht+H -f 1H+H+H+4-f+1H4iH4H SITE PLAN SCALE: 1/32 : 1 0' DRAWN • AMM CHECKED. GAP DATE 7/20/2011 SCALE AS NOTED JOB NUMBER 11042 SD -1 COVER SHEET SEE DETAIL 2 THIS SHEET FOR BALANCE OF NOTES. 5' EMBEDMENT IN )'o HOLES. DRIVE .STRAIGHT 1'4 DOWEL TO BOTTOM OF HOLE. BEND DOWN g We 4' FROM EXIST. SLAB - 5AW CUT EXIST. SLAB AS REQ FOR NEW DOCK LEVELER MAINTAIN MIN 6' SIDE WALL THICKNESS. LEVELER DETAIL DEPTH, WIDTH, AND LENGTH OF NEW DOCK PIT TO BE VERIFIED WITH MANUF. 5' MI EMPED CURB ANGLE PER MANUF. RECOMMENDATIONS. TYP. AT ALL NEW EDGES. "4 BARS CONTINUOUS. TYP. (5) "4 BARS EA WAY, TYP. EXIST. CONC. TILT WALL TO BE SAW CUT FOR NEW DOCK LEVELER SEE PLAN FOR LOC. NOTE: CONTRACTOR TO VERIFY IF THERE IS CONDUIT/ POWER IN/UNDER SLAB 6 NEUJ DOCK LEVELERS LEVELER DETAIL 1/2' =1' -0' OFFICE NO WORK TI-AS PERMIT PROVIDE NEW 6' -0' W x : 20,000 LB DOCK LEVELER. AT (3) LOCATIONS. CENTER ON DOOR • SEE DETAIL 3 /8D.I. NEW 20'H X 15'W OPENING N DEMISING WALL. NOTE: VERIFY ALL PIT DIMENSION WITH MANUFACTURER PRIOR TO SAWCUTTING FLOOR OFFICE AREA PER PERMIT " D1I -201. NO WORK THIS PERMIT. SAW CUT IN NEUJ DOCK PIT PER DTLS. CENTER PIT IN EXISTING DOOR OPENING. WAREHOUSE LEVELER PLAN EXISTING STUDS WAREHOSUE NO W0- PEWIT 4879 REGISTERED HITECT NEW 6x10 SIMPSON LCE4 EACH SIDE NEW 6x10 DF N (SPAN I5' -0') TIGHT TO NEW BEAM SECTION] REVIEWED FOR CODE COMPLIANCE APPROVED IJUL 27 2011 GR STATE ASHINGTON (1) TRIMMER AND (3) STUDS 1FULL-HT 6i EDGE OF NEW OPENING (2) 2x6 W/ I6d Q 16'o.c. EXISTING 2X6 BOT. PLATE .DRAWN AMM CHECKED GAP DATE 7/20/2011 SCALE AS NOTED JOB NUMBER 11042 ADD SIMPSON 5/'X5' TITEN HD 3' FROM NEW BUNDLED STUD POST • FLOOR PLAN & DETAILS Customer Finish Standards Revised: August 17, 2010 DIVISION 1 GENERAL REQUIREMENTS DIVISION 9 FINISHES FIRE RATED WALLS: Metal studs with one .la layer of 5/8" type "X" board on Y YP each side from the floor to the roof deck. The stud size and spacing shall be per the stud manufacturers tables and local code requirements. Install fire safing between the gypsum board and roof deck U.O.N. Penetrations at one hour walls shall be fire . safed or caulked. T N .2 FULL HEIGHT DRYWALL PARTITIONS incl ud in tenant demising walls : Metal studs with one layer of 5/8" "r gypsum board on each side from the floor to the roof deck. The stud size and spacing shall be per the stud manufacturers tables P and local code requirements. Drywall installed above an acoustical ceiling shall be firetaped and screws spotted . areas with ceilings DRYWALL PARTITIONS: All partitions in a as s shall be g under nd 3 -5/8" or 3 -1/2 x 25 GA. metal studs at 24" o.c. with 5/8" fire code type "X" 9 P gypsum board on each side. The ceiling grid shall be installed first with walls built to the grid. The intersection of the wall at the grid shall be snug and flush. Install ''L" metal trim at the top of the wall. Toilet room perimeter walls shall be built to 6 P P above grid. Fu perimeter er concrete walls and interior columns in office areas to 6 et above the grid: OFFICE/TOILET RM. WALL/CEILING FINISH: All office d ryw all shall receive a light skip trowel textured wall finish (Portland and Seattle area projects shall receive a P � projects shall the size of a quarter dollar coin. The smooth finish). The skip trowel texture sha be e s q finish; shall be mocked -up on a 4'x4' piece of drywall on the jobsite for the owner's to ilet approval prior to final application: The to eta and shower room walls and ceilings shall have a smooth finish and drywall ceiling installed at 8' -0" A.F.F. U.O.N. Walls receiving wallcovering (as a customer upgrade) shall have a smooth finish. WALL FINISH: All d 9.5::': WAREHOUSE GYPSUM BOARD L drywall in the warehouse shall F S be fire toed onl . Spot nails in firetaped areas. Paint the Production Room drywall P Y P My p wind ow mullion, furnish and install an END CAPS: Where a partition meets a d aluminum "wall end cap" finished to match the storefront U.O.N. WAINSCOT: Toilet room walls shall have 4%6" hi g h white FRP or plastic laminated wainscot set 6" A.F.F. U.O.N. "Walls behind mop sinks, drinking fountain and laundry trays shall receive a 4' x 4' wainscot along each side of the sink in contact with the wall.' All wet walls shall receive water resistant drywall reenboard . 9.8 ACOUSTIC CEILING. TILE: Furnish and install 24" x 48" x 5/8" USG Omni non- directional fissured tile or equal, installed at 9'-0" A.F.F.,; U.O.N. in all office areas re s excep pt toilet and shower rooms: ACOUSTIC CEILING TILE SUSPENSION SYSTEM: Furnish and install Class "A" 15/16" exposed "T" grid system, intermediate duty with 11/2" main tee, 11/2" cross tee, and 7/8" x 7/8" wall mold as manufactured by Donn or equal. Fire rated grid and the shall be used where code requires. The eg rid color shall be white to match the tile exactly. 9.10 CARPET: Carpeting shall be Desi nweave, Shaw such as Lynchburg 26 series) or 9 ( Y 9 ) approved equal, loop graphic, solution dyed 100% nylon, 26 oz: per square yard average yarn weight minimum, 1 /10th gauge, color to be selected from manufacturer's standard colors U.O.N. Carpet shall be direct glue down U.O.N. 9.11 CARPET PAD: Only when specified by the customer as an upgrade, shall be a minimum 30 thick, 81b. dense rebound or slab rubber pad. 9.12 VINYL COMPOSITION TILE: Furnish and install 1/8" gauge, standard grade, VCT as manufactured by Tarkett or Armstrong. Install VCT in server rooms. No VCT shall be installed in toilet rooms. 1 RUBBER BASE: All areas receiving floor covering and new walls except the toilet 9. 3 U g g p rooms shall have 4" high topset rubber base as manufactured by Burke, Roppe, or lI the rubber base on a continuously roll, not in r color. Ins a t e ubb Tarkett in a standard o t y , sectional. 9.14 SHEET VINYL New toilet rooms shall receive sheet vinyl flooring with a 6" integral flashed cove base with brushed aluminum trim on the top edge . All joints shall receive seam sealer. The sheet vinyl shall be Armstrong "Suffield ", "Best of Both Worlds" or "Seagate" installed in all new toilet rooms. 9.15 TRANSITION STRIPS: Furnish and install black vinyl transition strips at all changes in flooring material U.O.N. 9.16 CERAMIC TILE: ( Central Valley area only) Restrooms: Only when specified by the customer as an upgrade on the plans use 2x2 American Olean ceramic tile or equal slip resistant on floors and 4x4 ceramic tile on walls as noted on plans. Grout: color to be selected from manufacturer's standard colors: The tile floor shall be cleaned after installation to remove excess mortar and grout. The grout shall be sealed per manufacturer's recommendations. CODES: All construction shall comply with local, state and federal codes and regulations, including all ADA standards. JOBSITE CONDITIONS: All contractors must verify existing job conditions prior to bid. DOCUMENT CONFLICTS: If there is a conflict in the drawings, or between the written specs and the drawings, the contractor shall be responsible for the more expensive of the options. CLOSE -OUT DOCUMENTS: Two (2) CD to include 0 & M manuals and "as- built ": drawings for all plumbing, electrical, HVAC and fire protection work are required in binders: One hard copy of the permit as- build plan. The value of the close -out 0 value of the respective work. I of the a e shall be 10 a / documents EXISTING STRUCTURE: Nothing may be suspended from the 2x4 or 2x6 sub- purlins at the roof without the structural engineer's written permission except for warehouse lighting fixtures specified below. FLOOR MAINTENANCE: No vehicles except scissor lifts shall be allowed inside the building during construction without written permission from the owner. All scissor lifts shall have non - marking tires and must be diapered to prevent marking and of the concrete floor. 1.7 SUPERVISION: The general contractor shall provide a highly experienced jobsite superintendent, acceptable to the owner, to manage all the work during the course ._ of construction. DIVISION 3 CONCRETE PATCHING: A n y removal and replacement lacement of the concrete slab shall meet the p requirements of the existing slab. No overcut when cutting the trench in warehouse area Backfill and subgrade shall be compacted to 95 % of maximum dry density determined in accordance with ASTM D- 1557. Dowel the new concrete patch to the existing slab with 1/2" steel dowels, extending a minimum of 8" into slab at 18" o.c., secured with epoxy. Use 4,000 p.s.i. (at 28 days) concrete for the pour back All trench patching in the warehouse area shall have a 1/8 inch radius edge and apply P 9 9 PP Y new concrete seal: Prior to pouring concrete, stone the existing sawcut edge with an abrasive brick to approximate a 1/8 inch radius edge. Install vapor barrier if there is .` existing vapor barrier. DIVISION 4 METALS i and install two (2) 6" diameter, concrete filled, thin wall steel, Furnish a d t O , pipe bollards extending 4' -0" A.F.F., set in 3' -0" of concrete at each grouping of electrical transformers and panels and at all sprinkler risers in all warehouse areas and other .locations exposed to vehicular traffic. Paint new and existing bollards OSHA "Caution Yellow ". Bolt down bollards may be acceptable at low traffic areas (verify with ProLogis Project/Property Manager) DIVISION 15 PLUMBING 15.1:1 DESIGN BUILD: Unless engineered plumbing system drawings are included in the bid documents, the plumbing work shall be performed on a design -build basis. The design-build plumbing contractor shall furnish and install a complete and operative plumbing system to meet all local and state codes: 15.1.2 PLANS: Provide plumbing plans for architects and owners review. P 9P 15.1.3 SEWER LINES: Sewer, soil and waste lines within the building below the finished floor elevation shall be schedule 40 ABS plastc or schedule 40 PVC plastic pipe. Sewer, soil and waste lines within the building above the finished floor elevation shall be standard weight cast iron. ABS piping may be used above the finished floor if permitted b code and approved by the owner. P Y PP Y 15.1.4 GAS LINES: All gas lines shall be run under the roof above the bottom cord of the trusses. All new and existing gas lines within a single tenant space shall be connected to a separate gas meter: P 9 15.1.5 PIPE MATERIAL: All p i e materials shall be subject to the requirements of the City 1 q Y and /or governing body. All domestic water, condensate and smitty pan drain lines must be copper. 15.1.6 PLUMBING FIXTURES AND TRIM: Lavatory vanity: American Standard, Cadet Everclean- Oval Countertop sink", Y Countertop , model 0419.444EC, white, self- rimming or equal with a Delta Model 523 WF HDF. single lever type faucet assembly with a grid strainer and bright chrome finish. Furnish and install a Handy - Shield Drain Cover #3011 White by Plumberex Specialty Products under each lavatory. Wall-hung lavatory: American Standard, "Lucerne", model 0355.012, white, wall mounted lavatory or equal with a Delta Model 523 WF HDF single lever type faucet assembly with a grid strainer and bright chrome finish. Furnish and install a Handy - Shield Drain Cover #3011 White by Plumberex Specialty Products under each lavatory: Water closet: American Standard Madera FlaWise- Ri 9 ht Height" elongated, flush h valve t oile t, 17 „ height, model 3043.001 or a pp roved eq ual in white, with o n Olsonite #95 seat and a Sloan #111 flush valve. For regular toilet: "Cadet Flowise- Right Height", elongated, ated 1.1 GPF model 2467.100or approved equal in white, with an 9 9 PP q , Olsonite #95 seat and a Sloan #111 flush valve. Urinal: American Standard , "Allbrook", k model 6541:132 or approved equal, white, with a 3/4" spud and a Sloan 186 -1 flush valve. For Portland Area American Standard,''Washbrook FloWise", model 6590.125, or approved equal, white: Coffee bar / Lunch Room sink: Elkay, model GECR 1918, stainless steel, with a Delta #100 faucet. If the Lunch Room base cabinet is 8' -0" or longer, use an Elkay model GECR 2521. Furnish and install a Handy - Shield Drain Cover #3011 White by Plumberex Specialty Products under each -sink. P Y Laundry tom: when specified as a : customer upgrade use Fiat Products, Molded- Stone, model FL -1, with 20 gallon capacity, with a Delta model 2123 laundry tub faucet. Shower enclosure: when specified as a customer upgrade use Florestone P P9 , wheelchair accessible fiberglass shower stall, 44 -52H white with grab bars, seat, mixing valve and shower curtain rod. Water heater: The water heater shall be A:O. Smith, State or approved equal sized to meet the demand. It shall be located on the warehouse floor in a smitty pan draining into a hub drain with a trap primer. The location shall be as located by the architect or approved by the owner. All plumbing connections shall be made with dielectric unions. Drinking fountain: If drinking fountain is specified on the plan, Elkay model EZTL8C, for the high-low drink fountain. If the local jurisdiction requires the protection for 9 „ " jurisdiction ,� q P blind person, use Bobrick model "819298" bar, 1 /z stainless steel. Install two grab bar, one at each end of the fountain. 15.1.7 CONDENSATE DRAINS: Furnish and install cc er condensate drainage lines with PP 9 proper venting for all HVAC equipment. The lines shall be no smaller than 3/4" diameter and shall be located under the .roof unless prohibited by code. PVC condensate line may not be used 15.1.8 SHUT-OFF VALVE: Furnish and install a lin e shut-off valve for the Restrooms oms in the toilet room wall, not above the ceilin g, with an 8" x 8" stainless steel access panel. Provide a typed label "Main Water Valve" on the access panel. 15.1.9 MAIN WATER LINE: If a main domestic water line is not existing above the tenant space, furnish and install a 2" diameter copper water line at the roof installed above the bottom cord of the trusses, properly braced to avoid movement. At each future tenant space that the line crosses, install a 2" 'T' with 2" gate valve (one valve per storefront door). Extend the water line Irough the tenant demising wall into the "down stream" adjacent tenant space with a 2" diameter gate valve. Furnish and install a 2" pressure reducing valve with an access panel at the water service entrance when required. 15.1.10HOSE BIB: Provide one rooftop hose bib if not existing (Freeze proof where required). 15.1.11 CLEAN - OUTS: Furnish and install a brass floor clean -out cover at the proper finished elevation as required. If the clean -out is in the warehouse area, furnish and install a cast iron heavy duty traffic rated cover. DIVISION 6 WOOD AND PLASTICS 6.1 CABINETS: Furnish and install a coffee bar and /or lunch room base cabinet. The base cabinet(s) shall be plastic laminate by Wilsonart or approved equal in the manufacturer's standard color. The Cabinet(s) shall be 6' -0" long minimum and 34" high with European style hinges and chrome wire pulls U.O.N. Each cabinet shall . have one row of drawers over doors. (In Central California, the maximum depth for cabinet and countertop should be 24"). Use stainless toe -kick for the bottom of the sink door. 6.2 COUNTERTOPS: The countertops shall be plastic laminate by Wilsonart or approved equal. The coffee bar tops shall have a 2" bull nosed front edge and top edge with a 4" splash and a radiused inside corner at the backsplash. 6.3 LAVATORY COUNTERTOPS: All toilet rooms with multiple lavatories shall have vanities. The lavatories shall be installed in a plastic laminated countertop with 2" „ P P bull nosed front edge, a 4 backsplash and a radiused inside corner at the backsplash. Single accommodation toilet rooms shall receive wall mount lavatories. 6.4 MILLWORK QUALITY: Architectural millwork and cabinetry shall be of a construction quality equal to that of the Architectural Woodwork Institute's (AWI) custom grade for flush overlay construction. DIVISION 7 THERMAL AND MOISTURE PROTECTION ROOF INSULATION: The roof insulation above conditioned area ceilings shall be R -19 (or as required by the energy compliance calculation) , unfaced fiberglass batts, wire -tied in place as manufactured by Owens- Corning or equal. Furnish and install a vapor barrier where required by code. THERMAL WALL INSULATION: Furnish and install R -13 (or as required by the energy compliance calculation) unfaced fiberglass batt insulation from floor to roof in walls between conditioned and unconditioned. Furnish and install R -13 at all furred exterior concrete wall at conditioned spaces. Provide a vapor barrier where required by code. ACOUSTIC INSULATION: Furnish and install 3 1/2" unfaced fiberglass batt acoustic insulation in all toilet and shower room walls and ceilings, and demising wall at office area INSULATION FACING: All exposed fiberglass batt insulation shall have a white FSK -25 or equivalent facing. ROOFING: The contractor shall use the building shell roofing contractor to patch all roof penetrations. Hot mop -in the new roof penetrations such that the existing roof warranty is maintained. The patch shall also meet all of the requirements stated in the building shell specifications. Pipe and conduit penetrations at the roof shall receive lead pipe flashing with screw clamp and elastomeric sealant and shall also be hot asphalt patched with 4 ply. ARCHITECTURAL SHEETMETAL: Furnish and install sheet metal cap flashing on top of any roof mounted wood sleepers approved by owner. FIRE SAFING: Penetrations at one hour walls shall be fire safed or caulked. 9.17 9.18 DIVISION 8 DOORS AND WINDOWS. CONCRETE FLOOR SEALER: All concrete floor patches shall be resealed to match the existing concrete floor sealer / hardener. PAINT: On walls receiving a skip trowelled finish, apply one (1) coat of interior flat latex paint, Sherwin Williams or equal in a standard light color. At Northern California and Seattle areas, use Glidden H -114 "Pastel Gray" as standard color. Toilet and shower rooms and the wall at the coffee bar shall receive one (1) coat of latex semi -gloss enamel over one (1) coat of PVA sealer. Walls receiving wallcovering shall receive one coat of sealer. Smooth finished walls shall receive two coats of eggshell latex paint. No warehouse areas shall be painted unless requested by the customer as an upgrade. For San Francisco Bay Area: Glidden H- 114 "Pastel Gray" as standard color Paint one (1) coat of interior flat latex paint to the warehouse demising wall. All exposed columns 18 -0 " or taller in the warehouse shall receive OS HA yellow up to 12' -0" from A.F.F.. Rest of the column above 12' -0" to the roof shall receive "Pastel Gray" For Portland and Seattle Area: • All exposed columns 18' -0" or taller in the warehouse shall receive OSHA yellow up to 12' -0" from A.F.F.. DIVISION 10 SPECIALTIES 10.1 INTERIOR DOORS AND FRAMES: Furnish and install 3' -0" x 7' -0" x 1 -3/4 ", solid . core, birch, B -3 stain prefinished doors in "Timely" prefinished black steel frames equal or clear anodized aluminum frames by ACI, Eclipse or approved q ual in the San Francisco Bay. Area), with 1 -1/2" pairs of butts per door U.O.N. (All office door shall receive a 2' -0" sidelight in the San Francisco Bay Area and SeaTac Area). - Doors receiving closers shall receive ball- bearing butts. Doors and frames shall be 20 minutes rated where required. When working in an existing tenant space, the new doors and frames shall match the existing doors and frames U.O.N. NEW EXTERIOR DOORS /FRAMES: 20 guage, full flush, 1 -3/4" thick hollow metal with fibrous honeycomb core. Install rain drip seal on new hollow metal doors. Frame: 18 guage with 2" faces and 5/8" stops formed internal corners mitered, welded and ground smooth. 8.3 INTERIOR DOOR HARDWARE: Furnish and install Schlage AL1OS Saturn passage hardware on all doors except single accommodation toilet rooms which shall receive Schlage AL4OS privacy locks. The door hardware shall have a brushed chrome 626 finish U.O.N. Furnish and install weather - stripping, closers, and drop seals at doors between conditioned and non- conditioned areas. Furnish and install . closers on all toilet and shower room doors. The closer shall be installed on the toilet room or warehouse side of the door. When working in an existing tenant• space, the new door hardware shall match the existing door hardware U.O.N. 8.4 EXTERIOR DOOR HARDWARE: Match the existing building hardware. Include door closers and latch guards on all new doors. 8.5 DOOR SIGNAGE: Include all signage per code (Handicap, Exit, etc.) 8.6 OVERHEAD DOORS: Match the existing building overhead doors. If no O.H. doors exist, use Overhead Door Company or equal with 3" track 20 gauge door vertical reinforced bottom rail, with step plate flush panel sectional. Sawcutting at exterior . concrete panels must be certified by a licensed structural engineer. No overcuts will be allowed. INTERIOR WINDOW FRAMES /GLASS: Interior windows shall be 1/4" clear tempered glass set in black "Timely" frames (or anodized aluminum frames in the S.F. Bay Area) to match the interior door frames. MIRRORS: Furnish and install 4' high x 1/4" thick plate glass mirrors with two coats silver and electroplated copper backing, and wiped edges at all lavatories. The mirror shall be the length of the lavatory top set directly on top of the splash and extending to the underside of the light shelf. If wall mounted lavatories are used, the mirror shall be a Bobrick 2436: EXTERIOR GLASS: The glass in new storefront doors and "in- filled" truck door openings shall match the existing building glass. If the building glass is a long lead item, install gray vision glass (tempered if necessary) for temporary use until building standard glass is available. FALSE MULLIONS: Where interior drywall partitions meet the exterior window wall, furnish and install aluminum "false" mullions finished to match the existing exterior storefront. 10.3 TOILET ACCESSORIES: Napkin Disposals: Bobrick B -270 sanitary napkin disposals in each women's toilet stall U.O.N. Paper Towel Dispenser: Bobrick B -369 (for single accommodation toilet rooms) or a Bobrick B -3944 (for multiple accommodation toilet rooms) recessed paper towel dispenser with a waste receptacle U.O.N. Seat Cover Dispenser: Bobrick B -221 seat cover dispenser in each toilet stall. Toilet Paper Holder: Bobrick B -686 double toilet paper holder. Grab Bars: Bobrick No. B6806 -36 and B6806 -42 stainless steel per ADA. TOILET PARTITIONS: Furnish and install metal, floor mounted, overhead braced toilet partitions with a backed enamel finish by Global Steel, Knickerbocker or equal in manufactures standard "quick ship" color. SIGNAGE: Furnish and install all handicap and exit signage as required by code. DIVISION 11 DOCK EQUIPMENT MANUFACTURER: All dock equipment when required by the customer as an upgrade shall be Arbon, Kelly, Serco, or Powerramp. 11.2 LEVELER PIT: All exposed edges of the dock leveler pit shall be protected with steel corner angles The existing steel angle or channel at the face of the existing dock shall be replaced with new steel integrally tied to the new pit. If overcuts are made when sawcutting the concrete slab for the new pit, the overcuts shall be epoxied. On the exterior wall, all edges must have a clean 3 /a" chamfer, accomplished by grinding the existing concrete with a 3/4" chamfer and pouring the new concrete with a 3/" chamfer. DOCK LEVELERS: Mechanical 6' x 8' 30,000 lb. capacity Arbon, Kelly, Serco or Powerramp with recessed pit per manufacturer's detail. EDGE OF DOCK LEVELERS: 72" wide x 25,000 Ib. capacity Arbon, Kelly, Serco or Powerramp. The EOD must be mounted per manufacturer's instructions and must be installed with an approach ramp if there is no existing steel channel in the dock. DOCK SEALS: 16 oz. black vinyl and 40 oz. vinyl wear pleats with an 8" exposure. The projection shall be 10" standard or 21" at E.O.D.'s including wood blockouts. DOCK SHELTERS: The fabric shall be 40 oz black hyplon. The projection shall be 24" standard and 36" at E.O.D.'s. 11.7. DOCK LIGHTS: Adjustable dock loading light with 40" extension: 11.4 DIVISION 12 FURNISHINGS 12.1 BLINDS: All exterior windows, including exterior warehouse windows and windows above any acoustic ceilings, shall receive mini - blinds by Bali "Classic" or approved equal, with a valance, in a color to match the storefront aluminum color U.O.N. The . blinds shall be "inside mounted" (between the vertical window mullions) flush with the inside face of the mullion. Storefront doors and any interior windows shall not receive blinds. Install blinds at all door sidelights. DIVISION 15 HVAC DIVISION 16 ELECTRICAL 15.3.1 DESIGN BUILD: Unless engineered HVAC system drawings are included in the bid docume n ts, the H V AC work shall be performed on a design-build basis. The design -build HVAC contractor shall furnish and install a complete and operative HVAC system to meet all local and state codes: 15.3.2 PLANS: Provide HVAC plans for architect's and owner's review. 15.3.3 WARRANTY AND SERVICE: All work shall include a one year parts and labor warranty, a five year compressor parts warranty and a 90 day service contract from the date of project completion. 15.3.4 DESIGN TEMPERATURES: The HVAC system shall maintain 75 degrees to 5 deg ees indoors, on a 100 degree outdoor day or local ASHRAE standards and code requirements, whichever is more stringent. 15.3.5 UNITS: The HVAC units shall be gas /electric, bottom discharge, as manufactured Carrier, Trane, or York: Units shall be installed on leveled, by sta ed o a e eled, manufactured curb. All rooftop equipment shall be seismically fastened to the structure Side discharge units may not be used Commercial grade heat pumps by Carrier (model TJQ), or Trane (model WCD) only may only be used in the Las Vegas or Phoenix markets. When heat pumps are used, they must be installed with auxiliary strip heaters and single point wiring kits.' Furnish and install economizers on all units larger than five tons and whenever required by the energy code.. 15.3.6 UNIT LOCATIONS: HVAC and evaporative cooler units (when used) shall be located on roof, adjacent to a lulam beam or girder, at or near structural adjacent g g t a a st uctura column, set back from building edge to hide them from sight: Framing for roof penetrations and supports for all roof -top equipment must be reviewed, approved and stamped by a structural engineer. 15.3.7 EVAPORATIVE COOLER: Eva p orative coolers when specifi ed as a customer upgrade shall provide a minimum of four air changes per hour pg p " � g pe ou U.O.N. The coolers shall be United Metal Products Slimline units or approved equals. Provide PP q adequate relief venting to allow all doors within the tenant space to close properly. The cooler plenums shall be located midway between fire sprinkler lines and fire sprinkler heads in buildings with ESFR buildin gs The plenums, water supply lines and drain lines shall not encroach into the buildings clear space U.O.N. 15.3.8 CURBS /SLEEPERS: All mechanical units (HVAC units, evaporative coolers and relief vents) shall be located on roof and shall be installed with a self flashing, leveled, factory curb. Furnish and install 4 inch leg cant strips around all curbs. Absolutely no wood or " metal sleepers may . be used without owner's written permission. 15.3.9 CONTROLS: The HVAC ro system shall be connected to a digital ramable Y 9 p 9 thermostat. All thermostats shall be mounted at 48" A.F.F. and shall have an automatic change -over feature. If a unit heater is installed in the warehouse, the thermostat control should be mounted at the same level as the bottom of the roof joist. 15.3.10 EXHAUST FANS: Furnish and install an exhaust fan in each it r to et m oo and shower room (if applicable). Install a supply air grille in the toilet rooms or a transfer grille from the toilet / shower room ceiling to the adjacent conditioned space. 15.3.11 DUCTING: All ducting shall be galvanized spiral, insulated with 1 -1/2" wrap and vapor barrier or duct board. Any exposed duct in a conditioned warehouse area must be galvanized spiral sheet metal. Final connections to the registers shall be made with a minimum 5' soft flex duct for sound attenuation. All plenums shall be fabricated from insulated galvanized sheet metal of appropriate gauge for low pressure use Plenums shall extend from the unit to the level of the horizontal branches. No ducting or plenum drops may be installed over warehouse space. Spray paint flat black any ducting visible through the grille. If the project is a remodel of an existing system, all abandoned ducting shall be removed. 15.3.12 FITTINGS: All wye branch fittings shall have volume dampers with locking quadrant 9 P 9q t in main and branch ducts. The dampers shall be tagged for easy recognition. 15.3.13 GRILLES: All conditioned areas shall have a supply register and a ducted return register. Transfer grills are no t p ermitted in the office area. Supply and return air registers shall be white baked enamel 2'x2' with a perforated face, flush mounted: Supply air registers shall have a 4 -way blow. Restroom registers can be 1'x2' if necessa ry . 15.3.14 FILTERS: Filters shall be located at the unit not at the return register. R l Replace all existing filters after the completion of the construction. DIVISION 15 FIRE PROTECTION 15.2.1 DESIGN BUILD: The fire protection work shall be performed on a design -build basis. ` The design -build fire protection contractor shall furnish and install all modifications to the existing fire sprinkler system to meet all applicable local and state fire code requirements. Sprinkler heads shall be dropped into all suspended ceiling areas. Upgrade of existing system shall conform with a class IV occupancy. In buildings with ESFR systems, maintain the necessary clearances from all obstructions. 15.2.2 PIPE MATERIAL: All fire sprinkler piping shall be standard schedule 10 for 6" piping, and schedule 7 for 4" and 2 1/2" piping U.O.N. Schedule 5 pipe may not be used 15.2.3 SPRINKLER HEADS: The fire sprinkler heads in areas with ceilings shall be chrome, semi- recessed, with white escutcheons. When "second look" acoustical ceiling tiles are used, sprinkler heads shall be centered on the half tile. 15.2.4 HYDRAULIC TESTING: The contractor shal include the cost of any required hydraulic testing of the fire sprinkler system. 15.2.5 FIRE EXTINGUISHERS: Fire extinguishers shall be furnished and installed per city fire code: Extinguishers may be wall hung. 2. SYSTEM SHUT DOWN: The building may be equipped with an ESFR fire protection 15 6S 9 Y e4 PP P system and booster pump. The pump must be turned off prior to causing any flow in the system. The pump must be turned back on immediately after flow is complete each day. Hoses must be used to drain down the system to avoid staining of concrete and asphalt surfaces and damage to landscape areas. Contact the Owner's property manager prior to performing any work on the fire system, or deactivating the pump. 16.2 16.3 16.4 16.6 16.7 16.8 DESIGN BUILD: Unless engineered electrical system drawings are included in the bid documents, the electrical work shall be performed on a design -build basis.: The design -build electrical contractor shall furnish and install a complete and operative electrical ;, Y em to meet all local and state codes. PLANS: Provide electrical plans for architect's and owners review. ENERGY CALCS: Provide energy compliance code lighting calculations if "bussed required. METER SECTION: Furnish and install an electrical meter section bussed for future " sections if not existing. PANELS AND TRANSFORMERS: The locations of the 277/480 volt electrical P panel the transformer, and the 120 /208 volt electrical panel shall be approved by the owner. Typically thes e should d be located on the office wareho use wall adjacent to the toilet rooms. The electrical panels and transformer shall be sized to allow for a 25% increase in the number of circuits in the future: OFFICE LIGHTING: Furnish and install two 2x4 t o lamp lay -in fluorescent light fixtures with standard acrylic lens n ry a d T- 8 lamps with electronic ballasts U.O.N., 50 foot candles minimum at 3' A.F.F. or as maximize the fixtures ermitted by the local P Y energy code but no less than two (2) fixtures per office. Wire one (1) light fixture near the exit doors to provide 24 hour lighting. TOILET ROOM LIGHTING: Furnish G u sh and install 1'x4' surface mounted u ted fl uorescent light fixtures with a wrap around acrylic (For lenses. For Portland Area Furnish and install continuously recess strip fluorescent light.) In toilet rooms with lavatory tops and multi- fixtures, install a 6" recessed fluorescent light over lavatory and each fixture. WAREHOUSE LIGHTING: Install 2x4 or t 0 1x8 (6) lamp T -8 or T -5 fluorescent high bay fluorescent fixtures or linear fluorescent microbay fixtures as manufactured by Cooper Lighting to achieve an average 20 foot candles of maintained light measured at 30" A.F.F. in the warehouse space prior to installation of racking. Wire a minimum :. of one ( 1 ) light fixture near each of the exit doors and office / warehouse doors to provide 24 hour lighting. All fixtures shall be hung on cable "Y hangers. All fixtures . . shall be bi =level switched and installed with 15 feet of flex conduit. Fixtures must be obtained Spiro S Daniel through it g o Companies (480) 946 -4700. Light fixture placement is critical in buildings with an ESFR fire sprinkler system so that proper clearances are maintained. Locate light fixtures midway between ESFR sprinkler heads or midway sprinkler lines. Variations from this layout necessary to Y P Y ry accommodate the tenant's racking must meet fire code requirements: OUTLET BOXES All outlet boxes for wall switches, wall receptacles, telephone, etc. shall be galvanized steel or cast type boxes. 16.10 RECEPTACLES: Furnish n install a d sta two (2) 110V duplex receptacles and one (1) telephone "ring and string" in each office. DEDICATED RECEPTACLES: Furnish r i n sh .and install a dedicated 110 volt four P lex outlet at the telephone board and two dedicated 110V outlets at the coffee bar. GFI RECEPTACLES: Provide one GFI electrical outlet in each toilet room. Install GFI receptacles wherever required by code. WAREHOUSE SWITCHING: The warehouse lighting must be controlled from light switches at the office /warehouse door or other owner approved location, not at the electrical pt:ni. 16.12 16.13 16.14 ELECTRICAL CONDUIT / CONDUCTOR. MATERIAL: All conduit shall be EMT. MC cable may be used in lieu of EMT where permitted by code. Romex may not be used All conductors must be copper. 16.15 CONDUIT INSTALLATION: All O conduits in areas without ceilings shall be installed at or above the bottoms of the trusses or beams. All conduits shall be run at 90 degrees or parallel to structural members, walls floors and ceilings. No conduit may Y be installed below the slab or on top of the - roof without the owner's written permission. 16.16 TELEPHONE BOARD: Furnish u sh and install one, 4 x8 x3/4 , APA C -D plugged (paint grade), fire retardant plywood telephone backboard for mounting customer's electrical or telephone equipment. P 16.17 TRIM COLOR: All light switches, outlets and electrical trim shall be white. 16.18 LABELING:: Label all panels, .. e a a control points, switches, and motors as directed. Panels shall be identified by panel number. Switches shall be labeled indicating the equipment which they control. Typed (circuit) panel directories are to be supplied and installed 209 REVI$1ON N01L REVIEWED FOR CODE COMPLIANCE APPROVED "JUL 2 7 2011 City of Tukwila BUILDING DIVISION RECEIVED JUL 20 2011 PERM1TCENTER PROJECT START DATE SUBMITTED FOR BID SUBMITTED FOR BUILDING PERMIT OWNER REVISION z 0 ce 0 0 N w .1 u u d 4879 1 co r EC cn a ccw <. Z = LL 0 z, cn Wig 9`° o w T REGISTERED Hl HITECT 1 \ A RE TA 4 WASHR INGTON DRAWN AMM CHECKED GAP DATE 7/20/2011 SCALE AS NOTED JOB NUMBER 11042 A1.2 SPECIFICATIONS PROLOGIS PECULATIVE GENERAL NOTES SITE & BUILDING INFO. OCCUPANT LOADS . THE APPROVED PLANS SHALL NOT BE CHANGED OR ALTERED WITHOUT AUTHORIZATION FROM THE BUILDING OFFICIAL. THE APPROVED PLANS ARE REQUIRED TO BE ON THE JOB SITE. CONTRACTOR SHALL VERIFY AND CHECK ALL CONDITIONS AND DIMENSIONS AT THE BUILDING. REPORT ANY INCONSISTENCIES TO THE ARCHITECT. ALL WORK SHALL MEET LOCAL CODES AND ORDINANCES. ALL NAILING SHALL COMPLY WITH NAILING SCHEDULE OF THE IBC. COMPLIANCE. CARD TO BE POSTED VERIFYING INSULATION INSTALLED IN WALL, CEILINGS ANDS FLOORS (IF REQUIRED). 6. PROVIDE METAL NAIL STOPPERS TO COVER HOLES IN STUDS WHERE NAILS COULD PUNCTURE PLUMING AND WIRING. 1. MAINTAIN 3' MIN_ CLEARANCE BETWEEN CEILING FIXTURES AND INSULATION. 8. ALL WOOD COMING IN CONTACT W/ CONCRETE. SHALL BE PRESSURE TREATED (DECAY RESISTANT). CONTRACTOR DESIGNED ELECTRICAL SUBMIT TO BUILDING DEPARTMENT FOR PERMIT. PROFESSIONAL STAMP REQUIRED. 10. CONTRACTOR DESIGNED MECHANICAL. SUBMIT TO BLDG- DEPARTMENT FOR PERMIT. PROFESSIONAL STAMP REQUIRED. 11 SERVICE WATER PIPES TO BE INSULATED TO MINIMUM R:8 IN UNHEATED SPACES. 12. METAL DUCTS TO BE INSULATED AND JOINTS TO BE TAPED. 13. BATT INSULATION SHALL HAVE ALL TEARS AND JOINTS SEALED WITH TAPE. 14. WALLS TO BE FIRE STOPPED. I. IF ANY ERRORS, OMISSIONS OR INCONSISTENCIES APPEAR IN THE DRAWINGS, SPECIFICATIONS OR OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE OWNER OR ARCHITECT IN WRITING OF SUCH OMISSIONS, ERRORS, OR INCONSISTENCIES BEFORE PROCEEDING WITH THE WORK, OR ACCEPT FULL RESPONSIBILITY FOR COSTS TO RECTIFY SAME. 16. TYPICAL DETAILS OR BUILDING STANDARDS SHALL APPLY WHERE NO SPECIFIC DETAILS ARE GIVEN. 11. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, ELEVATIONS, SECTIONS AND DETAILS. 18. ALL EXIT DOORS TO BE OPERABLE FROM INSIDE THE BUILDING WITHOUT KEYS OR SPECIAL KNOWLEDGE. 19. FIRE EXTINGUISHERS SHALL BE PROVIDED PER NFPA "10, OR REQUIREMENTS OF LOCAL FIRE OFFICIALS. 20. ALL INTERIOR WALL COVERING MATERIALS SHALL BE FIRE RESISTIVE OR SHALL BE TREATED TO BE FIRE RESISTIVE, 60 AS TO RESULT IN A FLAME SPREAD RATING OF AT. LEAST CLASS III FOR GENERAL AREAS AND CLASS II FOR EXIT WAYS, DELIVER CERTIFICATE TO LOCAL FIRE DEPARTMENT AS REQUIRED. ALL EQUALS TO BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION. 22. BIDDER DESIGN WORK TO BE APPROVED BY ARCHITECT PRIOR TO CONSTRUCTION. 23. PENETRATIONS, IN WALL REQUIRING PROTECTED OPENINGS ARE TO BE FIRE STOPPED 24. COORDINATE WITH OWNER AND DESIGN TEAM FOR LOCATION OF ELECTRICAL , MECHANICAL AND PLUMBING. 25. TACTILE SIGNS STATING 'EXIT' AND COMPLYING WITH ALL ICC /ANSI A111.1 REQ_ SHALL BE PROVIDED AT EACH EXIT POOR PER 1033.11 AND CHAPTER 1 IN GENERAL 26. THE MEANS OF EGRESS INCLUDING THE EXIST DISCHARGE SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING IS OCCUPIED PER IBC 1006.1 ELECTRICAL DESIGN BUILD CONTRACTOR SHALL COMPLY AND SHALL SUBMIT A DEFERRED SUBMITTAL MEETING ALL REQUIREMENTS. 21. THE BUILDING SHALL BE EQUIPPED WITH EMERGENCY LIGHTING AND IN THE EVENT. OF A POWER FAILURE SHALL AUTOMATICALLY ILLUMINATE THE AREA OF THE EXIT DISCHARGE IMMEDIATELY ADJACENT TO THE DISCHARGE DOORS PER IBC 10063 ELECTRICAL DESIGN BUILD CONTRACTOR SHALL COMPLY AND SHALL SUBMIT A DEFERRED SUBMITTAL MEETING ALL REQUIREMENTS. 28. PROVIDE A TACTILE EXIT SIGN TO COMPLY WITH ICC A111.1. 29. PROVIDE 90 MINUTE OF EMERGENCY LIGHTING AT. ALL EXTERIOR DOORS VIA SEPARATE BATTERY OR UNIT EQUIPMENT. 30. PROVIDE LOCKING DEVICE READILY DISTINGUISHED AS LOCKED WITH SIGN ON DOOR STATING 'THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED IN 1' HIGH LETTERS. 31.'• THE MEANS OF EGRESS INCLUDING THE EXIT DISCHARGE SHALL BE ILLUMINATED TO MINIMUM I FOOT - CANDLE AT ALL TIMES THE SPACE IS OCCUPIED BY PREMISES . ELECTRICAL SUPPLY. IN EVENT OF A POWER FAILURE THE LIGHTS SHALL OPERATE FOR A MINIMUM OF 90 MINUTES. 32. TACTILE CHARACTER SIGNS SHALL BE INSTALLED PER ANSI STANDARDS CHAPTER 1, AND MOUNTED AT 48' AFF. WITH A MAX HEIGHT OF 60' A.F.F. ADJACENT TO THE LATCH SIDE OF THE DOOR PER ANSI A111.1 -2003 4 1033.10 AND 11. 33. PROVIDE VENTILATION AS REQUIRED BY WVIAC AND SUBMIT DESIGN TO CITY FOR REVIEW. 34. MANUALLY OPERATED FLUSH BOLTS ARE NOT PERMITTED AND NO MORE THAN ONE OPERATION FOR THE UNLATCHING IS ALLOWED. INSTALL (3) NEW DOCK LEVELERS AT EXISTING DOCK DOORS. BUILDING OWNER: TENENT: TAX PARCEL NO. PROJECT ADDRESS: LEGAL DESCRIPTION POR SW 1/4 OF SE 1/4 OF SEC 26 -23 -4 4 OF NW 1/4 OF NE 1/4 OF SEC 35 -23 -4 BEG SE COR OF SW 1/4 OF SE 1/4 OF SEC 26 -23 -4 TH N 01 -41 -29 E 14016 FT TH N 81 -55 -02 W 140.61 FT TH S 01 -51 -03 W 13 FT TH N 81 -55 -02 W 9634 FT TH ALG CURVE TO LFT RAD 20 FT ARC DIST 11 .63 FT THRU CIA 50.29 -58 TAP OF REV CURVE TH ALG CURVE TOR T THE CENTER BEARING N 48 -25 -00 W RAD 35 FT ARC DIST 68.32 FT TO TPOB TH5. 63- 25- 19W55.61FTTHS0I- 5I- 03W18050 FTTHN81- 55- 02W2I9.04FTTHN. 02 -24 -12 E 684.96 FT TO 5 LN OF SEC 26TH N 0I -I2 -25 E 250.06 FT TH 5 81 -55 -02 E 186.09 FT TH S 42 -29 -16 E 120.81 FT TAP OF CURVE TH ALG .SD CURVE TO LFT THE CENTER BEARINGS 41 -11 -34 E RAD 35 FT. ARC DIST 4526 FT THRU C/A 14 -05 -25 TO TPOB LESS UP RR OPER R/W IN NE 1/4 OF 35 -23 -04 GOVERNING BUILDING CODE: GOVERNING ZONING CODE: SITE STATISTICS ZONE: SITE AREA: PROLOGIS ACCUTECH 3523049110 1111 ANDOVER PARK WEST TUKIUILA, WASHINGTON 2009 INTERNATIONAL BUILDING CODE TUKWILA, WASHINGTON MUNICIPAL CODE PER TABLE 1004.1.1 OF THE INTERNATIONAL BUILDING CODE FIRST FLOOR I. WAREHOUSE CONTRACTOR TO SUBMIT FOR AND OBTAIN PERMITS FOR ALL DEFERRED WORK INCLUDING: ELECTRICAL MECHANICAL FIRE SPRINKLERS 16,461 SF 500 SF / OCCUPANT OFFICE ENERGY CODE REQ. PROPOSED LOT COVERAGE ALLOWABLE HEIGHT: BUILDING HEIGHT: BUILDING STATISTICS BLDG TYPE: BUILDING ARI=AS: ENTIRE BUILDING TENANT AREA: OFFICE WAREHOUSE 5-1 TOTAL TENENT AREA TUKWILA URBAN CENTER 191,421 SF (APPROX. 4.3,3 ACRES) UNCHANGED 115, -0' 24' -0' (UNCHANGED) QINEEL PROLOGIS 12120 GATEWAY DR, SUITE 110 TUKWILA, WA 98168 206.951.8862..'_;.. ARCHITECT: FKJB ACRHITECTURALGROUP 119 S. MAIN ST SUITE 410 SEATTLE, WA 98104 206 .6253210 GOVERNING ENERGY CODE: 2009 WASHINGTON STATE ENERGY CODE PRESCRIPTIVE PATH BUILDING SPACE TYPE HEAT 15 'OTHER' (ALL OTHERS INCLUDING HEAT PUMPS AND VARIABLE AIR VOLUME.) ELECTRIC RESISTANCE HEATING NOT ALLOWED. REQUIRED INSULATION VALUES FOR CONDITIONED SPACES CLIMATE ZONE I ROOF OVER CEILING TILES - R -30 BUILDING ROOF (NO ATTIC) EXISTING OPAQUE WALLS METAL FRAMING R -I9 W R15 CONT RIGID INSUL. WOOD FRAMING 4 OTHER R -2I OPAQUE DOORS U - .60 FLOOR OVER UNCONDITIONED SPACE N/A SLAB -ON -GRADE EXISTING VERTICAL GLAZING EXISTING 1II -13 SPRINKLED 100,200 SF 1,210 SF 16,461 SF 11,611 SF PLUMBING FIXTURES DRAWING.: INDEX PER TABLE 2902.1 INTERNATIONAL BUILDING CODE EXISTING (NO CHANGE) agreHaciite& SD -I COVER SHEET Al] : FLOOR PLAN AND DETAILS Al2 PROLOGIS CUSTOMER FINISH STANDARDS VICINITY MAP SYMBOLS F.tVltvvtu 1 0R CODE COMPLIANCE APPROVED JUL 12 2011 City of u " ila BUILDING • VISION WALLS, DOORS 4 WINDOWS TO BE REMOVED. PATCH FLOOR, ADJ. WALL 4 CEILING AS NEEDED TO RECEIVE NEW FINISH. EXISTING WALLS TO REMAIN DETAIL GRID LINES - COLUMN PROVIDE OCCUPANCY SENSOR AT ALL PRIVATE OFFICES. PROVIDE OCCUPANCY SENSOR AT WAREHOUSE 114. PROVIDE AUTOMATIC .CONTROLS TO TURN OFF LIGHTS DURING UNOCCUPIED H'.QURS. KEY: 0 EXISTING DOOR TO REMAIN ROOMNAME ROOM NAME AND NUMBER MIDLA pR REVISION TAG DOOR TAG SEPARATE PERMIT REQUIRED FOR: lig Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION ILLUMINATED EXIT SIGN e rt &TH ST PATH LIGHTING WITH BATTERY BACKUP SYSTEM REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. MOTE: Revisions will require a new plan submittal and may include additional plan review fees. w 41111 Ktx a. ANDOVER PARK WEST +t+H+H+i#HH+1+14 +tHH 4m4+ 1+4 ++ + + +++++H#+f+N H++1FHtf+l+f4+1-1-H-141-H+1-14#H-144t+++t++t+H*f +f+F ++H+1+f+FH+H+H1+4 11 1111++ +Ff+H+H ++I+If+tf++HH B4+ 4+ f ++Hitt#f+f+f +t+HHi ++t++H+1+4+++ fff+++H+HN+H+f+++4f+t+H+F+H 4879 RE STATE Perrnit No. Plan review approval Is subject to errors and omissions. kpproval of construction documents does not authorize the: violation of any adopted code or ordinance. Receipt of approved. Id Co : I is acknowledged: By yr ✓� Date: 11 12' -1' REGISTERED 5RCi'F�TECT ERCICH WASHINGTON DRAWN AMM CHECKED GAP DATE 7/05/2011 SCALE AS NOTED JOB NUMBER 11042 - Hli+t + + +F +H+1.1+f+i+t++tt HH++++H+++HH++++++f ItH+ ++f Hi+ Mt 11 titttx,m . IIIII+tH H +H+H+H+H- H1 -I +++H H +f + +f+HtB+ H+ H41 44+ 1tFHH H+ HFH++++ f+ tHtFi +H +HH +FfH++H+FFf4±t+ +H+HFN+ SITE PLAN COVER SHEET SEE DETAIL 2 114I5 SHEET FOR BALANCE OF NOTES. 5'. EMBEDMENT IN) 'O HOLES. DRIVE STRAIGHT "4 DOWEL TO BOTTOM OF HOLE. BEND DOWN 6 90° 4' PROM EXIST. SLAB SAW CUT EXIST. SLAB A5 REQ FOR NEW DOCK LEVELER MAINTAIN MIN 6' SIDE WALL THICKNESS. NOTE.. CONTRACTOR TO VERIFY IF THERE 15 CONDUIT/ POWER IN/UNDER SLAB 0 NEW DOCK LEVELERS DEPTH, WIDTH, AND LENGTH OF NEW DOCK PIT TO BE VERIFIED WITH MANUF. NEW PIT WALLS AND FLOOR TO. BE 6' CONC. 8' -0' +/- PER MANUF. 5' MN EN ED CURB ANGLE PER MANUF. RECOMMENDATIONS. TYP. AT ALL NEW EDGES: 14 BARS CONTINUOUS. TYP. (5) 14 BARS EA WAY, TYP. PROVIDE NEW 6' -0' W x 8' -0' 20,000 LB DOCK LEVELER AT (3) LOCATIONS. CENTER ON DOOR SEE DETAIL 3 /SD.I. EXIST. CONC. TILT WALL TO BE SAW CUT FOR NEW DOCK LEVELER SEE PLAN FOR LOC. LEVELER DETAIL 1 /2' :I' -m' EXISTING WALL UJAREHOSUE NOTE: VERIFY ALL PIT DIMENSION WITH MANUFACTURER PRIOR TO SAWCUTTING FLOOR SAW CUT IN NEW DOCK PIT PER IDTLS. CENTER PIT IN EXISTING POOR OPENING. LEVELER PLAN 4879 REGISTERED C ECT REG RCICH TATE •% A HINGTON DRAWN AMM CHECKED GAP DATE 7/05/2011 SCALE AS NOTED JOB NUMBER 11042 CITY OF TUK�IILA JUL 0 5 2011 PERMIT CENTER FLOOR PLAN & DETAILS Customer Finish Standards Revised: August 17, 2010 DIVISION 1 GENERAL REQUIREMENTS n federal CODES: All construction shall comply with local, state and ede codes and regulations, including all ADA standards: JOBSITE CONDITIONS: All contractors must verify existing job conditions prior to bid. DOCUMENT CONFLICTS: If there is a conflict in the drawings, or between the written specs and the drawing s, the contractor shall be responsible for the more P 9 P. expensive of the options. M manuals and as -built Two a CLOSE -OUT DOCUMENTS: T o (2 ) CD t o include 0 drawings for all plumbing, electrical, HVAC and fire protection work are required in binders. One hard copy of the permit as- build. plan: The value of the close -out documents shall be 10% of the value of the respective work. EXISTING STRUCTURE: Nothing may be suspended from the 2x4 or 2x6 Y P sub - P urlins at the roof without the structural engineer's written permission except for warehouse lighting fixtures specified below. lifts FLOOR MAINTENANCE: No vehicles except scissor fts s hall be allowed inside the building during construction without written permission from the owner. AII scissor lifts shall have non- marking tires and must be diapered to prevent marking and staining of the f he concrete floor. rien jobsite SUPERVISION: The general contractor shall provide a highly experienced jobs to superintendent, acceptable to the owner, to manage all the work during the course P P 9 of construction. DIVISION 9 FINISHES DIVISION 3 CONCRETE PATCHING: Any removal and replacement of the concrete slab shall meet the trench requirements of the existing slab. No overcut when cutting t the in warehouse 0 I compacted o 95 0 of maximum dry density Backfill and subgrade shall be co pact t / ry y determined in accordance with ASTM D- 1557:. Dowel the new concrete patch to the n.... n 1 ". i minimum of 8 into slab at 8 o.c: existing slab. with 1/2" steel dowels, extending a m u , the pour k. All secured with epoxy. Use 4 000 a :i. (at 28 days) concrete for e. ou back. , P ( Y) P r shall have 1/8 inch radius edge and apply trench patching in the warehouse area sha I ha e a 8 / g pp y new concrete seal. Prior to pouring concrete, stone the existing sawcut edge with an abrasive brick to approximate a 1/8 inch radius edge. Install vapor barrier if there. is PP 9 P existin 9 vapor barrier. P DIVISION 4 METALS BOLLARDS: Furnish and install two (2) 6" diameter, concrete filled, thin wall steel, pipe bollards extending 4' -0" A.F.F: set in 3' -0" of concrete at each grouping of PP 9 � 9 P 9 I risers electrical transformers and panels and at all sprinkler r e r se s in all warehouse areas and other locations exposed to vehicular traffic: Paint new and existing bollards, OSHA "Caution Yellow ". Bolt down bollards may acceptable table at low traffic areas P (verify with ProLogis Project/Property Manager) ) DIVISION 15 PLUMBING 15.1:1 DESIGN BUILD: U Unless ess en ineered plumbing system drawings are included in the bid documents, the plumbing work shall be performed on a design -build basis. The design-build plumbing contractor shall furnish and install a complete and operative system to meet all local and state codes. 15.1.2 PLANS: Provide p p lumbin g p lans for architect s a n d owner's s review. 15.1.3 SEWER LINE Sewer, soil S Se e , so and waste lines within the building below the finished floor elevation shall be schedule 40 ABS lastic or schedule 40 PVC plastic pipe. P plastic PP Sewer, soil and waste lines within the building above the finished floor elevation shall be standard weight cast iron: AB S p ipp in g may be used above the finished floor if p ermitted by code and approved by owner.: GAS LINES: AlI 9 as lines shall be run under the roof above the bottom cord of the trusses: All new and existing gas lines within a single tenant space . shall be onn co ected to a gas crate as meter. P PIPE MATERIAL: All pipe materials shall be subject to the requirements ents of the City and /or governing body: All domestic water, condensate and smitty pan drain lines must be copper. PLUMBING FIXTURES TRIM: S AND IM: R . Lavatory for vanity American Standard, " Cadet Everclean- Oval Countertop sink ", model 0419:444EC white, self-rimming orequal with a Delta Model 523 WF HDF single lever type faucet assembly with a grid strainer and bright chrome finish. Furnish and install a Handy - Shield Drain Cover #3011 White by Plumberex Specialty Products under each lavatory: Wall-hung lavatory: American Standar d, "Lucerne", model 0355.012, white, wall mounted lavatory or equal with a Delta Model 523 WF HDF single lever type faucet assembly with a grid strainerr and bright chrome finish. Furnish and install a Handy-Shield Drain Cover 3 11 Whi to by Plumberex Specialty Products under each lavatory. Water closet: American Standard, " Madera FloWise- Right Height" elongated, flush valve toilet, 17 „ height, model 3043.001 or approved eq ual in white, with an Olsonite #95 seat and a Sloan #111 flush valve. For regular to i let Cade t Flowi se - Ri ght Height", elongated, 1:1 GPF, model. 2467.100or approved equal in white, with an Olsonite # 95 seat and a S S to n #111 fl ush valve. Urinal: American Standard, Alibr k model 0o ' node 6541.132 or approved I o equa , white, with a 3/4" top spud and a Sloan 186 -1 flush valve. For Portland Area American Standard, "Washbrook FloWise model 6590.125, or approved equal, white. Coffee bar Lunch Room s ink: Elkay, model GECR 1918, stainless steel, with a Delta #100 faucet. If the Lunch base cabinet is 8' -0" or longer, use an Elkay model GECR 2521. Furnish and install s h a d sta aHandy- Shield Drain Cover #3011 White by Plumberex Specialty Products under each sink Laundry tray: when specified as a customer upgrade use Fiat Products, Molded- Stone, model FL -1, with 20 allort capacity, with a Delta model 2123 laundry 9 tub faucet. Shower enclosure: when specified spec ed as a customer upgrade use Florestone, wheelchair accessible fiberglass shower stall, 44 -52H white with grab bars, seat, mixing valve and shower curtain rod. Water heater: The water heater shall be A.O. Smith, State or approved equal sized PP q to meet the demand. It shall be located on the warehouse floor in a smitty pan draining into a hub drain with a trap primer. The location shall be as located by the architect or approved by the owner.: All plumbing connections shall be made with dielectric unions. Drinking fountain: If drinking fountain i s spec ifi ed o n the p l a n , Elkay model EZTL8C, for the hi h-low drink fountain. If the local jurisdiction requires the protection for 9 1 q P blind person, use Bobrick model ''819298" grab bar; 1 1/2" stainless steel. install two grab bar, one at each end of the fountain. 15.1.7 CONDENSATE DRAINS: Furnish and install copper condensate drainage lines with proper venting for all HVAC equipment. The lines shall be no smaller than 3/4" diameter and shall be located under the roof unless rohibited by de. PVC Y co C condensate line may not be used 15.1.8 SHUT -OFF VALVE: Furnish and install a water line shut -off valve for the Restrooms in the toilet room wall, not above the ceiling, with an 8" x 8" stainless steel access panel. Provide a typed label "Main Water Valve' on the access panel. 15.1.9 MAIN WATER LINE: If ma in domestic w ate r line i not existing above the tenant space, furnish and install a 2" diameter copper water line at the roof installed above the bottom cord of the trusses, properly braced to avoid movement. At each future tenant space that the line crosses, install a 2" 'T" with 2" gate valve (one valve per storefront door). Extend the water line !hrough the tenant demising wall into the "down stream" adjacent tenant space with a 21 diameter gate valve. Furnish and install a 2" pressure reducing , valve with an access panel at the water service entrance when required. 15.1.10HOSE BIB Provide one rooftop hose bib if not existing (Freeze proof where required). 15.1.11 CLEAN - OUTS: Furnish and install a brass floor clean -out cover at the proper finished elevation as required. If the clean -out is in the warehouse area, furnish and install a cast iron heavy duty traffic rated cover. FIRE RATED WALLS: Metal studs with one layer of 5/8" type .. "X" gypsum board on Y 9YP • each side from the floor to the roof deck: The stud size and ds spacing shall be per the P 9 P stud manufacturer's tables and local code requirements. Install fire safing between q 9. the gypsum board sum b ard and roof deck U.O.N. Penetrations at one hour walls shall be fire safed or caulked. FULL HEIGHT DRYWALL PARTITIONS (including tenant demising walls): Metal with one layer of X . gypsum board on each side from the to the studs th o e Jaye o 5/8 type gypsu t o t t r0 o f d ec k The stud and spacing shall be per the stud manufacturer's tables and local c o de requirements. Drywall installed above an acoustical ceiling shall be firetaped and screws spotted P P FFICE DRYWALL PARTITIONS All partitions in areas with ceilings shall be OFFICE p g, r ri or -1 2 x 25 A. metal studs at 24 o.c. with 5 8 fire code type "X" unde g d 3 -5/8 0 3 / 5 G et st / yp 9yPs board each ceiling grid b card on e ch side. The ceilin rid shall be installed first with walls built to the rid. ` The intersection of the wall at the grid shall be snug and flush. Install "L" 9 9 9 metal trim at top of the wall. Toilet roo m perimeter walls shall be built to 6" above g perimeter bo ve rid. Furr erime er concrete walls and interior columns in office areas to 6" above the 9 rid. OFFICE/TOILET RM. WALL/CEILING FINISH: All office drywall shall receive a light skip textured wa ll finise h ( Portland and Seattle area projects shall rc eceive a smooth finish):The s ki p trowel texture shall be the size of a quarter dollar coin. Th e finish shall be mocked-up on a 4'x4' piece of drywall on the jobsite for the owners a P P 1 approval prior to final application. The toilet and shower room walls and ceilings shall have a smooth finish and drywall ceiling installed at 8.-0" A.F.F. U.O.N. Walls receiving wallcovering (as a customer upgrade) shall have a smooth finish. 9 9( P9 ) WAREHOUSE GYPSUM BOARD WALL FINISH: All drywall in the warehouse shall be fire on l y Spot in fir etaped areas. Paint the Production Room d rywa ll END AP Where partition meets a window mullion, furnish and install an CAPS: ap t mullion, aluminum "wall end cap" finished to match the storefront U.O.N. 9.7 WAINSCOT: Toilet roo m walls sh II have 4 -6 high white FRP or plastic laminated wainscot 6" A.F.F. U.O.N. Walls behind mop drinking fountain and laundry trays shall receive a 4' x 4'. wainscot along each side of the sink in contact with the Y 9 wall. All wet walls s, ha ll receive resistant drywall (9 reenbo rd ) . ACOUSTIC CEILING .TILE Furnish and install 24" x 48" x 5/8" USG Omni non-directional o o fissured tile or equal, ual installed at 9 -0 , A.F.F. U.O.N. . in all office q areas exce P t toilet and shower rooms. . .. ACOUSTIC n CEILING TILE SUSPENSION SYSTEM: Furnish and install Class A n 15/16" t , ex P osed ''T" grid system, intermediate duty with 11/2 main tee, 11/2 cross tee , and 7/8 x 7/8 " wall mold as manufactured by Donn or equal. Fire rated grid and t ile sha ll e used sed wh r e code requires. The g rid color shall be white to match the tile exactly: C ARPET Carpeting shall be Designweave, Shaw ( such as Lynchburg 26 series ) or approved equal, loop graphic, solution dyed 100 %. nylon, 26 oz: per square yard average yarn weight minimum, 1 /10th gauge, color to be selected from manufacturer's standard colors U.O.N. Carpet shall be direct glue down U.O.N. CARPET PAD: Only when specified by the customer as an upgrade, shall be a minimum 3/8" thick, 81b. dense rebound or slab rubber pad: 9.12 VINYL COMPOSITION TILE: Furnish and install 1/8" gauge, standard grade, VCT r Tarkett rk or Armstrong. Ins all VCT in server rooms. No VCT as manufactured by a ett o Install shall be installed in toilet rooms. 9.13 RUBBER BASE: All areas receiving floor covering and new walls except t h e toilet rooms shall have 4" high topset rubber base as manufactured by Burke, Roppe, or ll the rubber base on continuous) roll not in Tarkett in a standard color. Insta t o ubbe .bas a y t sectional. SHEE T V INY L: New toilet rooms shall receive sheet vinyl flooring with a 6" integral cove base with brushed aluminum trim on the top edge. All joints shall fl ash edcoeba p t g joints seam sealer. The sheet vinyl shall be Armstrong "Suffield ", "Best of Both y ron 9 Worlds „ or Seagate installed in all new toilet rooms. 9.15 TRANSITION STRIPS: Furnish and install black vinyl transition strips at all changes Y p 9 in flooring material U.O.N. 9.16 CERAMIC TILE: (Central Valley area only) Restrooms: Only when specified b y t he customer as an u pg rade on the plans use 2x2 American Olean ceramic tile or equal slip resistant on floors and 4x4 ceramic tile on walls as noted on plans. Grout: color to be selected from manufacturer's standard colors. The tile floor shall be cleaned after installation to remove excess mortar and grout. The grout shall be sealed per manufacturer s recommendations. CONCRETE FLOOR SEALER: All concrete floor patches shall be resealed to match the existing concrete floor sealer / hardener. PAINT: On walls receiving a skip trowelled finish, apply one (1) coat of interior flat latex paint, Sherwin Williams or equal in a standard light color. At Northern California and Seattle areas, use Glidden H -114 "Pastel Gray" as standard color. Toilet and shower rooms and the wall at the coffee bar shall receive one (1) coat of latex semi -gloss enamel over one (1) coat of PVA sealer. Walls receiving wallcovering shall receive one coat of sealer.. Smooth finished walls shall receive two coats of eggshell latex paint No warehouse areas shall be painted unless requested by the customer as an upgrade. For San Francisco Bay Area: Glidden H -114 "Pastel Gray" as standard color Paint one (1) coat of interior flat latex paint to the warehouse demising wall. All e x posed co lumns 18'-0" or taller in the warehouse shall receive OSHA yellow up to 12' -0 " from A.F.F.. Rest of the column above 12' -0'.' to the roof shall receive "Pastel Gray" DIVISION 6 WOOD AND PLASTICS 6.1 CABINETS: Furnish and install a coffee bar and /or lunch room base cabinet. The base cabinet(s) shall be plastic laminate by Wilsonart or approved equal in the manufacturer's standard color. The Cabinet(s) shall be 6.-0" long minimum and 34" with European style hinges and chrome wire pulls U.O.N. Each cabinet shall have one row of drawers over doors. (In Central California, the maximum depth for cabinet and countertop should be 24"). Use stainless toe -kick for the bottom of the sink door. h ll be plastic laminate b COUNTERTOPS:,.., The countertops s a e p by Wilsonart or approved equal. The coffee bar tops shall have a 2" bull nosed front edge and top edge with a 4" splash and a radiused inside corner at the backsplash. LAVATORY COUNTERTOPS: All toilet rooms with multiple lavatories shall have vanities. The lavatories shall be installed in a plastic laminated countertop with 2" bull nosed front edge, a 4" backsplash and a radiused inside corner at the backsplash. Single accommodation toilet rooms shall receive wall mount lavatories. 6.4 MILLWORK QUALITY: Architectural millwork and cabinetry shall be of a construction ualit 'e equal to that of the Architectural Woodwork Institute's (AWI) q Y 4 custom grade for flush overlay construction. DIVISION 7 THERMAL AND MOISTURE PROTECTION ROOF INSULATION: The roof insulation above conditioned area ceilings shall be R -19 (or as required by the energy compliance calculation) , unfaced fiberglass batts, wire -tied in place as manufactured by Owens- Corning or equal. Furnish and install a vapor barrier where required by code. THERMAL WALL INSULATION: Furnish and install R -13 (or as required by the energy compliance calculation) unfaced fiberglass batt insulation from floor to roof in walls between conditioned and unconditioned. Furnish and install R -13 at all furred exterior concrete wall at conditioned spaces. Provide a vapor barrier where required by code. ACOUSTIC INSULATION: Furnish and install 3 1/2" unfaced fiberglass batt . acoustic insulation in all toilet and shower room walls and ceilings, and demising wall at office area INSULATION FACING: All exposed fiberglass batt insulation shall have a white FSK -25 or equivalent facing. ROOFING: The contractor shall use t h o building shell roofing contractor to patch all roof penetrations. Hot mop -in the new roof penetrations such that the existing roof warranty is maintained. The patch shall also meet all of the requirements stated in the building shell specifications. Pipe and conduit penetrations at the roof shall receive lead pipe flashing with screw clamp and elastomeric sealant and shall also be hot asphalt patched with 4 ply. 7.6 ARCHITECTURAL SHEETMETAL: Furnish and install sheet metal cap flashing on top of any roof mounted wood sleepers approved by owner. FIRE SAFING: Penetrations at one hour walls shall be fire safed or caulked. DIVISION 8 DOORS AND WINDOWS For Portland and Seattle Area: All exposed columns 18' -0" or taller in the warehouse shall receive OSHA yellow up to 12' -0" from A.F.F.. DIVISION 10 SPECIALTIES 10.1 TOILET ACCESSORIES: Napkin Disposals: Bobrick B =270 sanitary napkin disposals in each women's toilet stall U.O.N. Paper Towel Dispenser: Bobrick B-369 (fo r single ac commodation toilet rooms ) or a Bobrick B- 3944 (for multiple accommodation toilet rooms) recessed paper towel . dispenser with a waste receptacle U.O.N. Seat Cover Dispenser: Bobrick B -221 seat cover dispenser in each toilet stall. Toilet Paper Holder: Bobrick B -686 double toilet paper holder. Grab Bars: Bobrick No B6806 -36 and B6806 -42 stainless steel per ADA. 10.2 TOILET PARTITIONS: Furnish and install metal, floor mounted, overhead braced toilet partitions with a backed enamel finish by Global Steel, Knickerbocker or equal in manufactures standard "quick ship" color. SIGNAGE: Furnish and install all handicap and exit signage as required by code. INTERIOR DOORS AND FRAMES: Furnish and install 3' -0" x 7' -0" x'1 -3/4 ", solid core, birch, B -3 stain prefinished doors in "Timely" prefinished black steel frames (black or clear anodized aluminum frames by ACI, Eclipse or approved equal in the. San Francisco Bay Area), with 1 -1/2" pairs of butts per door U.O.N. (All office door shall receive a 2' -0" sidelight in the San Francisco Bay Area and SeaTac Area). Doors receiving closers shall receive ball- bearing butts. Doors and frames shall be 20 minutes rated where required. When working in an existing tenant space, the . new doors and frames shall match the existing doors and frames U.O.N. NEW EXTERIOR DOORS /FRAMES: 20 guage, full flush, 1 -3/4" thick hollow metal with fibrous honeycomb core. Install rain drip seal on new hollow metal doors. Frame: 18 guage with 2" faces and 5/8" stops formed internal corners mitered, welded and ground smooth. INTERIOR DOOR HARDWARE: Furnish and install Schlage AL1OS Saturn passage hardware on all doors except single accommodation toilet rooms which shall receive Schlage AL4OS privacy locks. The door hardware shall have a brushed chrome 626 finish U.O.N. Furnish and install weather- stripping, closers, and drop seals at doors between conditioned and non- conditioned areas. Furnish and install closers on all toilet and shower room doors. The closer shall be installed on the toilet room or warehouse side of the door. When working in an existing tenant space, the new door hardware shall match the existing door hardware U.O.N.: EXTERIOR DOOR HARDWARE: Match the existing building hardware. Include door closers and latch guards on all new doors. DOOR SIGNAGE: Include all signage per code (Handicap, Exit, etc.) OVERHEAD DOORS: Match the existing building overhead doors. If no O.H. doors exist, use Overhead Door Company or equal with 3" track 20 gauge door vertical reinforced bottom rail, with step plate flush panel sectional. Sawcutting at exterior concrete panels must be certified by a licensed structural engineer. No overcuts will be allowed. INTERIOR WINDOW FRAMES /GLASS: Interior windows shall be 1/4" clear tempered glass set in black "Timely" frames (or anodized aluminum frames in the S.F. Bay Area) to match the interior door frames. MIRRORS: Furnish and install 4' high x 1/4" thick plate glass mirrors with two coats silver and electroplated copper backing, and wiped edges at all lavatories. The mirror shall be the length of the lavatory top set directly on top of the splash and extending to the underside of the light shelf. If wall mounted lavatories are used, the mirror shall be a Bobrick 2436. EXTERIOR GLASS: The glass in new storefront doors and "in-filled" truck door openings shall match the existing building glass. If the building glass is a long lead item, install gray vision glass (tempered if necessary) for temporary use until building standard glass is available. FALSE MULLIONS: Where interior drywall partitions meet the exterior window wall, furnish and install aluminum "false" mullions finished to match the existing exterior storefront. DIVISION 11 DOCK EQUIPMENT MANUFACTURER: AII dock equipment when required by the customer as an upgrade shall be Arbon, Kelly, Serco, or Powerramp. 11.2 LEVELER PIT: All exposed edges of the dock leveler pit shall be protected with steel corner angles. The existing steel angle or channel at the face of the existing dock shall be replaced with new steel integrally tied to the new pit. If overcuts are made when sawcutting the concrete slab for the new pit, the overcuts shall be epoxied. On the exterior wall, all edges must have a clean 3A" chamfer, accomplished by grinding the existing concrete with a 3 /a" chamfer and pouring the new concrete with a 3/4" chamfer. DOCK LEVELERS: Mechanical 6' x 8' 30,000 lb. capacity Arbon, Kelly, Serco or Powerramp with recessed pit per manufacturer's detail. EDGE OF DOCK LEVELERS: 72" wide x 25,000 Ib. capacity Arbon, Kelly, Serco or Powerramp. The EOD must be mounted per manufacturer s instructions and must be installed with an approach ramp if there is no existing steel channel in the dock. DOCK SEALS: 16 oz. black vinyl and 40 oz. vinyl wear pleats with an 8'' exposure. The projection shall be 10" standard or 21" at E.O:D.'s including wood blockouts. 11.6 DOCK SHELTERS: The fabric shall be 40 oz black hyplon. The projection shall be. 24" standard and 36" at E.O:D.'s. 11.7 DOCK LIGHTS: Adjustable dock loading light with 40" extension. DIVISION 12 FURNISHINGS 12:1 BLINDS: All exterior windows, including exterior warehouse windows and windows above any acoustic ceilings, shall receive mini - blinds by Bali "Classic" or approved equal, with a valance, in a color to match the storefront aluminum color U.O.N. The blinds shall be "inside mounted" (between the vertical window mullions) flush with the inside face of the mullion. Storefront doors and any interior windows shall not receive blinds. Install blinds at all door sidelights. DIVISION 15 HVAC 15.3.1 DESIGN BUILD: Unless engineered HVAC system drawings are included in the bid documents, the HVAC work shall be performed on a design -build basis: The design -build HVAC contractor shall furnish and install a complete and operative HVAC system to meet all local and state codes. 15.3.2 PLANS: Provide HVAC plans for architect's and owner's review. 15.3.3 WARRANTY AND SERVICE: All work shall include a one year P arts and labor warranty, a five year compressor parts warranty and a 90 day service contract from the date of project completion: DESIGN TEMPERATURES: The HVAC system shall maintain 75 degrees y gr ees i ndoors, on a 100 degree outdoor day or local ASHRAE standards and code requirements, whichever is more stringent. 15.3.5 UNITS: The HVAC units shall gas /electric, t be ga /e ectric, bottom discharge, as manufactured by Carrier, Trane, or York. Units shall be installed on a leveled, manufactured curb. All rooftop equipment shall be seismically fastened to the structure. Side discharge . units may not be used: Commercial grade heat pumps by Carrier (model TJQ), or Trane (model WCD) only may only be used in the. Las Vegas or Phoenix markets: When heat pumps are used, they must be installed with auxiliary strip heaters and single point wiring kits. Furnish and install economizers on all units larger than five tons and whenever required by the energy code. 15.3.6 UNIT LOCATIONS: HVAC and evapor t' ve cooler units (when used) shall be located on roof, adjacent to a glulam beam or girder, at or near a structural column, set back from building edge to hide them from sight. Framing for roof penetrations and supports for all roof -top equipment must be reviewed, approved and stamped by a structural engineer: EVAPORATIVE COO LE • Eva o r t i ve coolers when specified as a customer upgrade shall provide a minimum of four air changes per hour U.O.N. The coolers shall be United Metal Products "Slimline" units or approved equals. ` Provide adequate relief venting to allow all doors within the tenant space to close properly: The cooler plenums shall be located midway between fire sprinkler lines and fire sprinkler heads in buildings with ESFR buildings. s. The plenums, water supply lines and drain lines shall not encroach into the building's clear space U.O.N. CURBS /SLEEPERS All mechanical units (HVAC units, evaporative coolers, and relief vents) shall be, located on roof and shall be installed with . a self flashing, leveled, factory curb: Furnish and install 4 inch leg cant strips around all curbs: Absolutely no wood or metal sleepers may be used without owner s written permission. 15.3.9 CONTROLS: The HVAC system shall be connected to a digital programable thermostat. All thermostats shall be mounted at 48" A.F.F. and shall have an automatic change -over feature. If a unit heater is installed in the warehouse, the thermostat control should be mounted at the same level as the bottom of the roof joist. 15.3.10 EXHAUST FANS: Furnish and install an xh e aust fan in each toilet room and shower room (if applicable). Install a supply air grille in the toilet rooms or a transfer grille from the toilet / shower room ceiling to the adjacent conditioned space.. 15.3.11 DUCTING: AII ducting shall be galvanized spiral, insulated with 1 -1 2" wrap 9 P / rap and vapor barrier or duct board. Any exposed duct in a conditioned warehouse area must be galvanized spiral sheet metal. Final connections to the registers shall be made with a minimum 5' soft flex duct for sound attenuation: All plenums shall be fabricated from insulated galvanized sheet metal of appropriate gauge for low pressure use Plenums shall extend from the unit to the level of the horizontal branches: No ducting or plenum drops may be installed over warehouse space. Spray paint flat black any ducting visible through the grille If the project is a remodel of an existing system, all abandoned ducting shall be removed. 15.3.12 FITTINGS: All wye branch fittings shall have volume dampers with locking quadrant in main and branch ducts. The dampers shall be tagged for easy recognition. 15.3.13 GRILLES: All ondi ion d areas h ll have t e a eas s a ave a supply register and a ducted return register. Transfer grills are not permitted in the office area Supply and return air registers shall be white baked enamel 2'x2' with a perforated face, flush mounted. Supply air registers shall have a 4 -way blow. Restroom registers can be 1'x2' if necessary. 15.3.14 FILTERS: Filters shall be located at the unit not at the return register. Replace all existing filters after the completion of the construction. DIVISION 15 FIRE PROTECTION 15.2.1 DESIGN BUILD: The fire protection work shall be performed on a design -build basis. The design -build fire protection contractor shall furnish and install all modifications to the existing fire sprinkler system to meet all applicable local and st ate fire code requirements. Sprinkler heads shall be dropped into all suspended ceiling areas. Upgrade of existing system shall conform with a class IV occupancy. In buildings with ESFR systems, maintain the necessary clearances from all obstructions: 15.2.2 PIPE MATERIAL: All fire sprinkler piping shall be standard schedule 10 for 6" piping, and schedule 7 for 4" and 2'/2" piping U.O.N. Schedule 5 pipe may not be 15.2.3 SPRINKLER HEADS: The fire sprinkler heads in areas with ceilings shall be chrome, semi- recessed, with white escutcheons. When "second look" acoustical ceiling tiles are used, sprinkler heads shall be centered on the half tile. 15.2.4 HYDRAULIC TESTING: The contractor shall include the cost of any required hydraulic testing of the fire sprinkler system.' 15.2.5 FIRE EXTINGUISHERS: Fire extinguishers shall be furnished and installed per city fire code. Extinguishers may be wall hung: 15.2.6 SYSTEM SHUT DOWN: The building may be equipped with an ESFR fire protection system and booster pump. The pump must be turned off prior to causing any flow in the system: The pump must be turned back on immediately after flow is complete each day. Hoses must be used to • drain down the system to avoid staining of concrete and asphalt surfaces and damage to landscape areas. Contact the Owner's property manager prior to performing any work on the fire system, or deactivating the pump. REVIIEVVED FOR CODE COMPLIANCE APPROVED JUL 12 Z011 City of Tukwila BUILDING DIVISION DIVISION 16 ELECTRICAL 16.1 DESIGN BUILD: Unless engineered electrical system drawings are included in the 9 Y 9 bid documents, the electrical work shall be performed on a design -build basis. The design -build electrical contractor shall furnish and install a complete and operative electrical system to meet all local and state codes. 16.2 PLANS: Provide electrical plans for architect's and owner's review. 16.3 :: ENERGY CALCS: Provide energy compliance code lighting calculations if required. 16.4 METER SECTION: Furnish and install an electrical meter section "bussed for future" sections if not existing. 16.5 :. PANELS AND TRANSFORMERS: The locations of the 277/480 volt electrical panel, the transformer, and the 120/208 volt electrical panel shall be approved by the owner. Typically these should be located on the office /warehouse wall adjacent to the toilet rooms. The electrical panels and transformer shall be sized to allow for a 25% increase in the number of circuits in the future. 16.6 : OFFICE LIGHTING: Furnish and install 2'x4' two lamp la -in fluorescent light P lay-in 9 fixtures with standard acrylic lens and T -8 lamps with electronic ballasts U.O.N.; 50 foot candles minimum at 3' A.F.F. or as maximize the fixtures permitted by the local energy code but no less than two (2) fixtures per office. Wire one ( (1) light ht fixture P O 9 near the exit doors to provide 24 hour lighting. 16.7 . TOILET ROOM LIGHTING: Furnish and install 1'x4' surface mounted fluorescent light fixtures with a wrap around acrylic lenses. (For Portland Area: Furnish and install continuously recess strip fluorescent light.) In toilet rooms with lavatory tops and multi- fixtures, install a 6" recessed fluorescent light over lavato ry and each fixture. 16.8 WAREHOUSE LIGHTING: Install 2x4 or 1x8 (6) lam T -8 or T-5 fluorescent high bay fluorescent fixtures or linear fluorescent microbay fixtures as manufactured by Cooper Lighting to achieve an average 20 foot candles of maintained light measured at 30" A.F.F. in the warehouse racking. Wire a minimum prior ace ior to installation of P 9 of one (1) light fixture near each of the exit doors and. office / warehouse doors to provide 24 hour lighting. All fixtures shall be hung hangers. on cable "Y" han All fixtures shall be bi -level switched tc ed installed tall with and n s ed th 15 feet of flex conduit. Fixtures must be obtained through Daniel S. , Spiro Companies (4 80) 946 - 4700. Light fixture placement is critical in buildings with an ESFR fire sprinkler system so that proper clearances are maintained. Locate light fixtures midway between ESFR sprinkler heads or midway between sprinkler lines. Variations from this layout necessary to accommodate the tenant's racking must meet fire code requirements. 16.9 OUTLET BOXES: All outlet boxes for wall switches, wall receptacles, telephone, P P ,. etc. shall be galvanized steel or cast type boxes. 16.10 RECEPTACLES: Furnish and install two (2) 110V duplex receptacles and one (1) telephone "ring and string" in each office. 16.11 DEDICATED RECEPTACLES: Furnish and install a dedicated 110 volt fourplex outlet at the telephone board and two dedicated 110V outlets at the coffee bar. 16.12 GFI RECEF ;ACLES: Provide one GFI electrical outlet in each toilet room. Install GFI receptc.:les wherever required by code. 16.13 WAREHOUSE SWITCHING: The warehouse lighting must be controlled from light switches at the office /warehouse door or other owner approved location, not at the electrical panel. 16.14 ELECTRICAL CONDUIT / CONDUCTOR MATERIAL: All conduit shall be EMT. MC cable may be used in lieu of EMT where permitted by code. Romex may not be used All conductors must be copper. 16.15 CONDUIT INSTALLATION: All conduits in areas without ceilings shall be installed at or above the bottoms of the trusses or beams. All conduits shall be run at 90 degrees or parallel to structural members, walls floors and ceilings. No conduit may be installed below the slab or on top of the roof without the owner's written permission: TELEPHONE BOARD: Furnish and install one, 4'x8'x3/4 ", APA C -D plugged (paint grade), fire retardant plywood telephone backboard for mounting customer's electrical or telephone equipment. 16.17 TRIM COLOR: All Tight switches, outlets and electrical trim shall be white. 16.18 LABELING Label all panels, control points, switches, and motors as directed. Panels shall be identified by panel number. Switches shall be labeled indicating the equipment which they control Typed (circuit) panel directories are to be supplied and installed 16.16 RECEIVED CITY OF TUKWILA JUL 0 5 2011 PERMIT CENTER w 0 w 0 o- 0 0 LL: 0 w 0 in 0 0 w 1- w 0 U z 0 0 w I= CO m V) CONSTRUCTION DRAWINGS z 0 z 0 z 0 z 0 N N a✓ z 0 0 r) (D 0 r to f r 0 l e 00 w .�W U W� • Q CIC oat H • cc :9 (i) MjY QZ� Za W .- Z ~ T� T J 4879 ®A. R STERED RC TECT Ecs ATE ASHINGTON DRAWN AMM CHECKED, GAP DATE 7/05/2011 SCALE AS NOTED JOB NUMBER 11042 A1.2 SPECIFICATIONS