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Home My WebLink AboutPermit D12-010 - DHS / ICE - 4TH FLOOR TENANT IMPROVEMENTDHS - ICE 12500 TUKWILA INTERNATIONAL BL D12-010 City *Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 -431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 7340600602 Permit Number: D12-010 Address: 12500 TUKWILA INTERNATIONAL BL TUKW Issue Date: 02/15/2012 Suite No: Permit Expires On: 08/13/2012 Project Name: DHS - ICE Owner: Name: INTERNATIONAL GATEWAY EAST LLC Address: 12201 TUKWILA INTL BLVD 4TH FLR , SEATTLE WA 98168 Contact Person: Name: MARCUS MCFARLAND Address: 12201 TUKWILA INTERNATIONAL BL , TUKWILA WA 98188 Phone: 206 730 -6578 Contractor: Name: SABEY CONSTRUCTION INC. Phone: (206)281 -4200 Address: 12201 TUKWILA INTERNATIONAL BLVD , SEATTLE WA 98168 -5121 Contractor License No: SABEYCI033KM Expiration Date: 01/12/2013 Lender: Name: Address: DESCRIPTION OF WORK: PARTIAL FOURTH FLOOR TENANT IMPROVEMENT: BUILD OUT WARM SHELL SPACE TO OFFICE, FITNESS AREA, AND TRAINING SPACE. Value of Construction: $256,788.00 Fees Collected: $4,570.30 Type of Fire Protection: SPRIN LERS /AFA International Building Code Edition: 2009 Type of Construction: IB Occupancy per IBC: 0008 Electrical Service Provided by: SEATTLE CITY LIGHT * *continued on next page ** doc: IBC -7/10 D12 -010 Printed: 02 -15 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: N N Water Main Extension: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and e governing this work will be complied • Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: Date: Public: Non - Profit: N Public: ed this permit and know the same to be true and correct. All provisions of law and ordinances hether specified herein or not. The granting of this permit does not pre construction or the performance of work. to this permit. Signature: e to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this development permit and agree to the conditions attached /�� G / Print Name: 0.4 -LGt r' Uy L /(/ ,G, e Date: c9' -/S' 42 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 mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: AU permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. doc: IBC -7/10 D12 -010 Printed: 02 -15 -2012 7: All construction shall be done in confor e with the approved plans and the requires of the International Building Code or International Residential e, International Mechanical Code, Washin tate Energy Code. 8: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 14: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 15: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 16: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 17: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 18: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 19: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 20: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 22: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 23: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not doc: IBC -7/10 D12 -010 Printed: 02 -15 -2012 energized. If an arrow is provided as part exit sign, the construction shall be such th e arrow direction cannot be readily changed. (IFC 1011.5.1) 24: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 25: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot -candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot -candle (6 lux) average and a minimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 26: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 27: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 28: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 29: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050). 30: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 31: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72- 5.5.2.1) 32: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 33: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 34: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 35: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 36: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 37: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 38: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 39: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 40: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D12 -010 Printed: 02 -15 -2012 • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov • Building Permit No. Project No. DIE Date Application Accepted: Date Application Expires: 01lr 11 n� �z (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: 12500 Tukwila International Blvd. Tenant Name: ICE -DHS King Co Assessor's Tax No.: 734060 -0602 Suite Number: Floor: 4 New Tenant: ❑ Yes m..No PROPERTY OWNER Name: IGE III Address: 12201 Tukwila International Blvd. City: Tukwila State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Marcus McFarland Address: 12201 Tukwila International Blvd. City: Tukwila State: WA Zip: 98168 Phone: (206) 730 -6578 Fax: (206) 281 -0920 Email: marcusm @sabey.com GENERAL CONTRACTOR INFORMATION Company Name: Sabey Construction Address: 12201 Tukwila International Blvd. City: Tukwila State: WA Zip: 98168 Phone: (206) 281 -8700 Fax: (206) 281 -0920 Contr Reg No.: SABEYCI033KM Exp Date: 11/12/2013 Tukwila Business License No.: BUS - 0102122 H \ Applications \Forms-Applications On Line\2011 Applications\Permit Application Revised - 8 -9- I 1 docx Revised August 201 I bh ARCHITECT OF RECORD Company Name: JJW Architects & Planners Architect Name: Jeff Wasserman Address: 5628 Airport Way South, Suite 112 C'n" Seattle State: WA Zip: 98108 Phone: (206) 420 -2242 Fax: (206) 260 -9595 Email: jwasserman@jjwarch.com ENGINEER OF RECORD Name: Company Name: EngineersM't, j City: State: Zip: Engineer Name: Daniel Lake Address: 6869 Woodlawn Ave. NE City: Seattle State: WA Zip: 98115 Phone: (206) 973 -5410 Fax: (206) 973 -5610 Email: danl @engineersnw.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 256,788 Existing Building Valuation: $ 20,065,200 Describe thp scope of work (please provide detailed 'nformation): 4 �/� g, /) / n� 4 ; y�h Arty r ri, /3u,fvr wu.a" 4< ` Si°" 4 0 irk, �lr frk ccr cr -{lrpt ("i. rt 4i� fp. G tL - Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ▪ Sprinklers 1Z1 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H : \Applicanons\Forms- Applications On Line\201 I Apphcations\Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 2"d Floor 3`d Floor Floors 4 thru 4 33,776 3,443 0 Type 1 B (Office) Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ▪ Sprinklers 1Z1 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H : \Applicanons\Forms- Applications On Line\201 I Apphcations\Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh Page 2 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O R OR AUTHORIZED ENT: Signature: i/` Date: 01/09/2012 Print Name: Marcus McFarland Day Telephone: (206) 730 -6578 Mailing Address: 12201 Tukwila International Blvd. Tukwila WA 98168 H \Apphcations\Forms- Applications On Linet201 1 Applications\Permit Application Revised - 8 -9 -I I.docx Revised. August 2011 bh City State Zip Page 4 of 4 • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 7340600602 Permit Number: D12-010 Address: 12500 TUKWILA INTERNATIONAL BL TUKW Status: APPROVED Suite No: Applied Date: 01/09/2012 Applicant: DHS - ICE Issue Date: Receipt No.: R12 -00661 Payment Amount: $2,771.65 Initials: JEM Payment Date: 02/15/2012 01:33 PM User ID: 1165 Balance: $0.00 Payee: MARCUS J MCFARLAND TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 07386D ACCOUNT ITEM LIST: Description 2,771.65 Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $2,771.65 2,767.15 4.50 doc: Receipt-06 Printed: 02 -15 -2012 �J��I�Q wq� City of Tukwila C y p `' Z J -i `1908 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206 -431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 7340600602 Permit Number: D12 -010 Address: 12500 TUKWILA INTERNATIONAL BL TUKW Status: PENDING Suite No: Applied Date: 01/09/2012 Applicant: DHS - ICE Issue Date: Receipt No.: R12 -00086 Initials: User ID: JEM 1165 Payment Amount: $1,798.65 Payment Date: 01/09/2012 01:22 PM Balance: $2,771.65 Payee: MARCUS MCFARLAND TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 00972B ACCOUNT ITEM LIST: Description 1,798.65 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 1,798.65 Total: $1,798.65 doc: Receiot -06 Printed: 01 -09 -2012 • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 1rZ (206) 431 -3670 Permit Inspection"._Request Line (206) 431 -2451 fllZ -dto Project: " Type of Inspection: ' " 1=, r1 R swto144- -- f no.rn./' L Address: 1 -xsoa —rm. r> Date Called: Special Instructions: - Date Wanted:. 3 _ 3d— l2 m . Requester: Phone No: mac., -ZS --3 (07( Approved per applicable codes. Corrections required prior to approval. L. -• COMMENTS: ' COs1-.Mp0krtF4C COQ: t,vv5 - ikt•Nt d,j P6 1=, r1 R swto144- -- f no.rn./' L 0y0nt -4 (.1C-w,, { \6,E i %t A t • ns ctor: Date: J'A r"?. 1 rA.r7CJ..e.. J - ,s8— 17 EINSPECTION F REQUIRED. kor to next inspection, fee must be /paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .. . . INSPECTION RECORD Retain a copy with permit INSPECTION NO PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V2- [f)/2 -DID 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 (206) 431 -3670 Project: a-ts - T e- Type of Inspection: — , S7/.s PF44.14J Cie /C, /ham Address: 422560 —7:r Date Called: Special Instructions: -. Date Wanted:. /e Requester: 1) 4/i re, i -I GA/ (..A2 r6 /e°,)7,/ ..r Phone No: -.?55 347% Approved per applicable codes. Corrections required prior to approval. COMMENTS: p rl "D _Taiic — 4--p/tiVe 1:e; Z c, ,ttle1frJ6 - 4pArat/ear 1) 4/i re, i -I GA/ (..A2 r6 /e°,)7,/ ..r //./ s9 / ..vi i? / d %l9P4uJ i 5 / 119�sq 1 / / ' N. Date: ♦=INSPECTION FEE REQUIRED. Prior td next inspection, fee must be aid at 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 1.1. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: 1 0IAS -- .re e. Type of Inspection: FI-a A4414 Address: I -.corr Date Called: ' Special Instructions: Date Wanted:. Z .- 17- 1 7 (Im p.m. Requester: Phone No: . 2oG -255 -3 '7 1 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: p Q. ( J rI? A nn,n.1 - ik P P q4... (( Date: n R SPECTION FEE REaUIRED. Priof to next inspection. fee must be p at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit , . .• 10 - F- 630 DMZ -o(o PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: c--e, - / L •, Fire Alarm: Type of Insp ion: -[4 T _- -�; ,�A L / Address: / l _cU 0 Suite #: 1 , - -�-- -- 3 Contact P rson: Special Instructions: Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre; Fire: Permits: Occupancy Type: eci r.--e � s /i c,Cr f i — Oi(Z. C ( v-f c 0-4 4---6 - ; Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre; Fire: Permits: Occupancy Type: Inspector: /2„.._\ c.,,., sa-- Date: , /9gf j2 Hrs.: I $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc • 6/11/10 T.F.D. Form F.P. 113 i INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit S- ©)7 = 010 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 • • Proje : -. _ no04 q Type of Inspection: p sP Cov-e r S( ,htl/i'L.. Address: laser L Suite #: r Contact Person: Occupancy Type: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: se--t,L)--er- r. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:/, j a- - Date: 3/a 3/ Hrs.: 1 .$100.00 REINSPECTION FEE REQUIRED. You will. r -eeive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Address: Ca npany Name: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 2009 Seattle Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary LTG -INT mpliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Project Address 12500 Tukwila Int'l Blvd Date 1/23/2012 Seattle,Wa 98168 For Building Department Use .0 y Level 4 Applicant Name: sabey Construction Applicant Address: 12201 Tikwila Int 1 Blvd w/.. V l' • Applicant Phone: 206 281 8700 Project Description ❑ Plans Included requirements. ❑ New Building ❑ Addition J Alteration Refer to SEC Section 1513 for controls and commissioning Compliance Option ® 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) ❑ No changes are being made to the lighting and the space use has not changed ❑ Less than ((60%)) 20% of the fixtures or of the lamps plus ballasts alone are altered. added, or replaced ((new)), installed wattage not increased, & the space use has not changed. Maximum Allowed Lighting Wattage (Interior) Location (floor plan/room #) Occupancy Description Allowed Watts per ft2 "" Gross Interior Area in ft2 Allowed x Area Level 4 offices 0.90 1446 1301 Level 4 Fitness training Room 0.88 1997 1757 l ryr CODF CQVIN�IRP�CE FOR 9 56 504 '" From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 3059 Provosed Lighting Wattage (Interior Location v (floor plan/room #) v _ Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Level 4 Training 2x4 trouffer (3) 28w lamp T8 .. .x.21 64 1344 "� --- fEVICV/ED Level 4 Fitness Rm 2x2 trouffer (3)17w lamp T8 l ryr CODF CQVIN�IRP�CE FOR 9 56 504 Level 4 Office 2x2 trouffer (3)17w lamp T8 w pp® li_ 2 56 112 Level 4 Open Office 2x4 trouffer (3)28w lamp T8 7 64 448 FEB 08 2012 COR Ec i ION City of Tukwila LT R# BUILDING DIVISION Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 2408 Notes: 1. For proposed Fixture Description, indicate fixture type, Tamp 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 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. Parking Garage Lighting - Maximum Allowed Wattage Location I Occupancy Description Allowed Watts /ft2 Gross Area (ft2) Watts Allowed t Parking Garage Lighting - Proposed Wattage ki h1 Location Fixture Description # of Fixtures Watts /Fixture Watts Proposed RECEIVED JAN 27 2012 Total Proposed Wp The 2009 SEC Section 1510 specifies that parking garage lighting cannot be traded with other interior lighting or with exterior lighting. A 2009 Seattle Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary. (back) LTG -INT 2009 Seattle Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Prescriptive Spaces Occupancy: 0 Warehouse or Parking Garage ® Other I 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) fl Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures a) with 1 lamp ((2- lamps)), b) fitted with 5 to 60 watt T -1, T -2, T-4, T -5, T -8, or CFL lamps, and c) hard -wired electronic dimming ballasts and automatic dimmin control for ail lamps in all zones. Screw -in CFL fixtures, 9 tracking lighting, bare lamp strip and industrial fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps < =150w c) electronic ballasts 3. LED lights. Use1 LPA2 (W /ft2) Use' LPA2 (W /ft2) Automotive facility and aircraft maintenance 0.82 ((085)) Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools, hospitals, 0.90 ((0:91 -)) Convention center 1.08 ((1:.30)) Parking garages 0.20 Courthouse 1.05 ((1-39)) Penitentiary and other Group 1 -3 Occupancies 0.90 Cafeterias, fast food establishments5, metal irante/harc5 0.99((428)) Police and fire stations 0.90 Dormitory 0.61 ((0:85)) Post office 0.87 ((1-99)) Dweling Units 1.00 Retail10, retail banking, mall concourses, wholesale stores (pallet rack shelvina) 1.33 Exercise center 0.88 ((095)) School buildings (Group E Occupancy only), school classrooms, day care centers 0.99 (()) Gymnasia, assembly spaces 0.95 Theater, motion picture 0.03 ((0,9-7)) Health care clinic 0.87 ((1.00)) Theater, performing arts 1.25 Hospital, pharmacies, nursing homes, and other 1.20 Transportation 0.77 ((OM)) Group 1 -1 and 1 -2 Occupancies Hotel/motel 1.00 Warehouses 0.50 Laboratory spaces (all spaces not classified "laboratory° shall meet office and other appropriate 1.62 Workshops 1.20 Laundries 1.20 Libraries5 1.18 ((140)) Plans Submitted for Common Areas Only Manufacturing facility 1.11((420)) 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) Reserved. 5) Watts per square foot of room may be increased by 2% per foot of ceiling height above 9 feet. 6) Reserved. 7) Reserved. 8) Reserved. 9) Reserved. 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. 0.4 ((8:6)) watts per square foot of sales floor area not listed in items ii and iii below; ii. 0.9 ((4:4)) watts per square foot of furniture, clothing, cosmetics or artwork floor area; or iii. 1.5 ((23)) 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) Reserved WSTRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. ICE DHS 12500 Tukwila International Blvd. Seattle, WA wat REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 8 2012 • City of Tukwila BUILDING DIVISION STRUCTURAL CALCULATIONS FOR PARTITION WALL FRAME SUPPORT TENANT IMPROVEMENT CITY OF TULA JAN 0 2012 PERMIT CENTER January 6, 2012 ENW Project No. 02- 110005 • 1 2AAG° o o 6869 Woodlawn Avenue NE . Seattle, WA 98115 . 206.525.7560 . fax 206.522.6698 www.engineersnw.com 7.5 <21 TNDS DIST> rs) (i) v -^^,L 7.5 Is) A <5 TNDS DIST> <25 TNDS DIST> •■( A as) v 1 ......„....... <6 TNDS DIST> <8 INDS DIST> -`--. 4,-. .....L. 4.25 i 1 1 r Ti.1 P. ;‘, ,1.2 _I 1 1 i i • ts, R4— 11:1 4.25 4.25 7.5 <26 TNDS DIST> 1 17.5 <28 TNDS DIST> 1 30'1414 4.25 (.4 0 0 20'—O" Kr. (.4 0 21' -8' 9' -1" 14' -2' dl fMOE IIMPEMEM O r i 16 4' -0" r'9 M MOW fl _ai1 I MI Sian frrr Gi� Wit, ► r�►r ca'mcn p'h W egret:+ p 10' ,ma.. 791 1. 1 41! OCM 0 39' -5" Imo zsz DV1 111:17 - I�. 2 11 riDMl # -(ovl 11 C 11 TRAINIG ROOM _j. 4 1 4TH FLOOR CONFERENCE PLAN SCALE: 1/8 "= 1' 0 2,899 USF 3,263 RSF IN a 4TH FLOOR KEY PLAN SCALE: 1/32 ° = 1' -0" SCOPE OF WORK: 1. PROVIDE NEW WHITE BOARD, DROP DOWN PROJECTOR SCREEN(10'x10') AND CEILING MOUNTED PROJECTOR SECURITY CAGE. MILO PROJECTOR PROVIDED BY TENANT. 16'OPT. -20' MAX. DISTANCE FROM PROJECTOR TO SCREEN. PLACE PROJECTOR IN CEILING MOUNTED PROJECTOR SECURITY CAGE, PROVIDED BY CONTRACTOR. 2. PROVIDE NEW WHITE BOARD AND CEILING MOUNTED PROJECTOR SECURITY CAGE. DROP DOWN PROJECTOR SCREEN (10'X10) AND PROJECTOR WILL BE PROVIDED BY TENANT. 3. PROVIDE NEW CARPET AND PAINT. FINISHES AND COLORS TO MATCH EXISTING. 4. ACCORDION TYPE DOOR 5. ALL FINISHES IN THE CORRIDOR TO MATCH EXISTING. 6. PROVIDE NEW CARPET IN EXISTING CONFERENCE ROOM. 7. DEMOLISH EXISTING WALLS B. BUILDING STANDARD DOORS AND FRAMES 9. ALL NEW DEMISING WALLS TO STRUCTURE. WALL BETWEEN FIT RM. AND OFFICE TO STRUCTRUCTURE AS WELL. PROVIDE STC RATING AS PER DHS STANDARS. 10. ALL SYSTEM FURNITURE TO HAVE DATA/VOICE AND POWER WIPS. 11. PROVIDE FRAMING IN THE WALL FOR WALL MOUNTED FLAT SCREEN TV PROVIDED BY TENANT 12. PROVIDE 3' CONDUIT FOR HTMI /USB /DVI AND CONNECT TO BOTH PROJECTORS 13. MILO COMPUTER (IMMUNTTION PROGRAM). CONNECT TO MILO PROJECTOR - KEY NOTE 1 14. NEW ACT AND GRID IN ALL AREAS 10 MATCH EXISTING SPECIFICATION. PROVIDE MAXIMUM CEILING HEIGHT TO FIT ROOM AND CONFERENCE ROOM. 15. BUILDING STANDARD LIGHTING 16 PROVIDE SECURITY CONTROL STATION TO INCLUDE CAMERA VIEW OF CONNECTION. TO SALLY PORT AND LATE, CLOSED CIRCUIT TV AND VOICE. DUPLICATE EXISTING IN THE BUILDING (CONNECT TO FIRST FLOOR SECURITY ROOM) 17. DROP DOWN SCREEN CONTROL 18 'D' DISTRESS BUTTON CONNECTED TO GUARDS 19. PROVIDE SIX CEILING MOUNTED SPEAKERS 20, PROVIDE SPECIAL WINDOW TREATMENT TO MAKE ROOM DARKER. 21, FURNITURE VENDOR TO PROVIDE FURNITURE BASE FEED CONNECTION. ELECTRICAL CONTRACTOR TD INCLUDE FURNITURE CONNECTIONS IN THEIR SCOPE. POWER /COMM. LEGEND: 42 B/S STD WALL- MOUNTED ELECTRICAL DUPLEX OUTLET STD WALL- MOUNTED COMBINATION VOICE /DATA OUTLET ® B/S STD WALL- MOUNTED CARD READER fl CABLE TV OWLET rrxi��an HDMI, USB AND DVI CONNECTION Q CEILING SPEAKER LEGEND: NEW WALLS EXISTING WALLS EXISTING WALL TO BE DEMOLISHED DEPARTMENT OF HOMELAND SECURITY US IMMIGRATION AND CUSTOMS ENFORCEMENT APRIL 21TH, 2011 Sandra Stkic Brandon Harris SfreB Page 1 �� -30/J r O Cv1 N —` c r. O 1 MI /7 Ve V t n C4- L4%4'/J OiJ S S f- 5(41 wad& ht ,r&2 f 4 p6s r& AdYnt,e4r d l,PG . Get geAvels pritrieR-7 0,1 Ale-42 116-71V 4�E�Si isirA _zAtci \ii/- Unispan Soy°J o) 1444/C.6 NS-027s / tt."Isv4-x 6itAca I� http://www.hufcor.cotn/accordion-model-selection shtml Unispan is a support system for accordion or operable partitions. It is used in rooms lacking the overhead support to carry the weight required for partitions. The system consists of a horizontal truss and two vertical posts that support a partition independent of the building. The posts transfer the partition weight to the floor and the weight is dispersed with floor pads installed under the posts. The system is attached to the building with bracing which is needed for lateral support only. See Unispan for more information Accordion Model Selector Model STC Lbs. /Sq.Ft. 1500 1.3 2000 1.3 3100 2.7 3500 3.0 3900 3.7 4100 4.3 4500 5.1 If you need sound separation, Series 3100, 3500, or 3900 is a good choice. 21-e 0 0 I w% ; i0. �� (21.83 As i) 2 I . 132.i` 361, p(titSiE 2 loin L64i "DesignMaps" Smmtnaty Report https: / /geohazards usgs.gov/ secure/ desigmnaps /us/summaly.php?temp... MUMS "DesignMaps" Summary Report User - Specified Input Report Title Building Code Reference Document Site Coordinates Site Soil Classification Site Risk Category Sliding Partition wall Tue August 30, 2011 16:45:02 UTC 2010 ASCE 7 Standard (which makes use of 2008 USGS hazard data) 47.4903 °N, 122.2913 °W Site Class D - "Stiff Soil" Risk Category II - "Other" USGS- Provided Output Ss = 1.509 g Si = 0.566 g SMS = 1.509 g SM3 = 0.850 g Sin = 1.006 g SD1 = 0.566 g For information on how the SS and Sl values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions In the direction of maximum horizontal response, please retum to the application and select the "2009 NEHRP" building code reference document. 3-72-- 1.50 1.44 1.2a 1.12 0.05 0.Ga 0.54 A49' x.22 0.1G 0.00 0.00 AM 0.40 MCE,t Response Spectrum 0.50 0.50 1.00 1.20 1.40 Period, T(sec) 1.50 1.50 2.00 1.10 0.05 G.55t 41.77 0.44 a as A44 0.32 0.11 11.00 A00 0.20 For PGAM, 11, CRS, and CR1 values, please view the detailed report. Design Response Spectrum 0.40 0.50 4.220 1.00 1.20 1.40 1.50 1.90 Period, T (sec) 2.00 1 of 2 8/30/2011 9:45 AM r�( 12roo Tag wO cA ben, Aeio ¥ ?- 29 - Zs . - - > 4 - 4 O 3 /21_ - 14 _ 245- ..-, - 122..2 913 ,.5dsZ /,vv& s11%( z- d S-.. (o 006 s /4al GENERAL NOTES THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE CODE: UNIFORM BUILDING CODE -- 1997 EDITION - ASTM'S LATEST EDITION LIVE LOADS ROOF 25 PSF WIND 80 MPH, EXPOSURE B FLOOR, OFFICE 80 PSF LIVE LOAD (REDUCIBLE) 20 PSF PARTITIONS EXIT FACILITIES . . . . 100 PSF LIVE LOAD (NOT REDUCIBLE) CE ROOMS . . . .100 PSF LIV 0 No 'Er IBL STORAGE A EA' . • • i - . LI LO • D (N. T R i UCI : E) PARKING 50 PSF LIVE LOAD (REDUCIBLE) :RIDGE H50 PSF S S , I r RT CTOR 0 E 10 1. R =5.5; Ca =O •6; Cv =0.54; T =0.357 SECO . ' : , VB =6840K T =0.263 SECONDS IN E -W DIRECTION, VB =6840K FOUNDATION IN ACCORDANCE WITH SOILS REPORT #E-2579-44 BY EARTH CONSULTANTS, INC,, DATED FEBRUARY 20, 2003 & LETTER FROM EARTH CONSULTANTS, INC., DATED MAY 27, 2003, EMBED 24" DIAMETER AUGERCAST PILES IN BEARING LAYERS TO PROVIDE CAPACITIES INDICATED ON PLAN. SEE SOILS REPORT. PILE CAPACITIES DO NOT INCLUDE EFFECT OF DOWNDRAG DUE TO FILL. SOILS ENGINEER WILL INSPECT THE INSTALLATION OF THE PILING AND WILL MAKE FINAL RECOMMENDATIONS ON EMBEDMENT AFTER REVIEWING FILL. USE F'c OF 4000 PSI FOR GROUT FOR PILING. USE 10 SACKS CEMENT PER CUBIC YARD OF GROUT. SUBMIT PILING RECORDS TO ENGINEERS NORTHWEST AND BUILDING DEPARTMENT. SPREAD FOOTINGS WERE DESIGNED WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 5000 PSF IN ACCORDANCE WITH THE SOILS REPORT INDICATED ABOVE. ALL SPREAD FOOTINGS SHALL BEAR ON MATERIAL PREPARED PER THE RECOMMENDATIONS IN THE SOILS REPORT. PREPARE THE SITE PER SOILS ENGINEER'S RECOMMENDATIONS. ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 D I WOODLAWNAVE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAX (206) 522-6698 PROJECT (0160-PROJECT — PROJECT _ fi)11/0(.16/14cK E,7 -141 11 SUBJECT 6f � riz `S SAM-X-6- i2" En- w4 DATE 9- 30 -1( SHEET OF BY 44-4-'1 Job number Job name ENGINEERS - NORTHWEST, INC.P.S. SHEET 1 OF 1 I 6869 WOODLAWN AVE. N.E. (SUITE 205) 9/29/09 SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful 2110005.000 ASCE 7 -05 Section 13.3.1 Mechanical & Electrical Component Attachments Component Definition ASCE 7 -05 Table 13.6 -1 = Table 13.6 -1 Category = Ip = 1.0 Section 13.1.3 Equipment weight = Wp = kips Is equipment mounted on a roof or on ground ? input (R or G) Spectral acceleration = Sds = 1 Automaticly Input from tab "IBC EQ." Input ME -12) Other mechanical or electrical components Mechanical and Electrical Components (Eq. 13.3 -2) (Eq. 13.3 -1) (Eq. 13.3 -3) Output ap /Rp = 0.667 Table 13.6 -1 z/h = 1.0000 at roof level Fpu= 1.6 *Sds *Ip*Wp = 1.6000 *Wp Upper bound Fpu= 0.4 *ap *Sds *Ip /Rp *(1 +2z/h)Wp = 0.8000 *Wp Calculated Fpu= 0.3 *Sds *Ip*Wp = 0.3000 *Wp Lower bound Equipment Lateral Load Anchorage force (WSD) Fpu design = 0.8000 *W (U.S.D.) Fp design = 0.5600 *W (A.S.D.) Working (0.7 factor ) Fp design = 0.840 kips See footnotes below NOTE: 1.) Anchors in concrete or masonry shall be proportioned to carry the least of a) the force resulting from an application of 1.3Fp only, or b) the maximum force occuring as a result of any ASD /LRFD load combination (Sec. 13.4.2) 2.) Powder actuated fasteners shall not be used for tenlon Toad applications In Seismic Design Categories D, E, and F unless approved for such loading (Sec. 13.4.5) 3.) Anchorage shall not be resisted by friction clips (Sec. 13.4.6) 4.) Expansion anchors shall not be used for non - vibration isolated mechanical equipment rated over 10 hp (Sec. 13.6.5.5) 8/30/2011 Elect.Mech.Components ASCE7 -05 2009IBC Seismic Version: 2.1.4224.13896 Company name: Project: Project number: Date: 8/30/2011 Page: 3/6 Calculations: Selected anchor. Effective embedment depth: Approval: Basic principles design: Snake+ -1/2" (1.54) ; hnom 2- 3/16 ", Grade 2 hef = 1.540 inch ESR -2272 (12/1/2010) Issued: 12/1/2010 Design method: Concrete: Load combination: Reinforcement: Stand -off: Drilling method: Drill hole condition: Seismic Loads: Resulting anchor forces / load distribution: Max. concrete compression strain: Max. concrete compression stress: Resulting tension force: Resulting compression force: Summary: 0.00 %o 0 psi 325 Ib 0 Ib Design proof Tension load Shear load Interaction ACI 318 -05 (Appendix D) Normal weight concrete, cracked concrete, fc = 3500 psi taken from Section 9.2 no reinforcement to limit splitting cracks available none edge reinforcement or < #4 bar Condition B not existent Hammer drilling Dry Yes Demand 325 Ib 325 lb Anchor No. #1 Maximum Capacity 529 Ib 570 lb Tension Toad t / Shear Ioa 325 Ib l/ 325 Ib 325 Ib 325 Ib Status 0.61 5 1.0 0.57 5 1.0 0.99 5 1.0 OK Anchor plate: Material: Length x width: Actual plate thickness: Calculated plate thickness: tyn = :36nnn rnci 3.00 inch x 3.00 inch 0.100 inch not calculated Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines and must be checked for plausibility. Powers Fasteners, 2 Powers Lane, Brewster, NY 10509, USA, http: /lwww.powers.coml 964 Version: 2.1.4224.13896 Company name: Project: Project number: Date: 8/30/2011 Page: 4/6 Design proof tension loading: Steel strength: Nsa *Nsa Nua Design proof: Concrete strength: het kc Nb ANcO A Nc (Vec,N,x tVec,N,y tV ed,N Wc,N cac 4lcp,N *Ncb Nua Design proof: Design proof shear loading: = 8230 Ib = cpseis * * Nee = 0.75 * 0.65 * 8230 Ib = 4012 Ib = 325 Ib Nua /(4)* Nee) = 325Ib/4012Ib= 0.0851.00 Reference D.5.1 D.5.1.2 = 1.540 inch = 24.0 = kc *fc0.5 *hef1•5 =24.0 *59.16 *1.911 = 2713 Ib D.5.2.2 = 21.34 inch2 = 21.34 inch2 = 1.000 D.5.2.4 = 1.000 D.5.2.4 = 1.000 D.5.2.5 = 1.00 D.5.2.6 = 4.00 inch = 1.000 D.5.2.7 = Cr. seis * induct * * (ANc / ANcO) * Wec,N,x " tpec,N,y * Wed,N * 4lc,N * Wcp,N * N b D.5.2.1 = 0.75 * 0.40 * 0.65 * (21.34 / 21.34) * 1.000 * 1.000 * 1.000 * 1.00 * 1.000 * 27131b = 5291b = 325 Ib Nua / (0* Ncbg) = 325 Ib / 529 Ib = 0.61 5 1.00 Steel strength (without lever arm): V eq ' *Veq V ua Design proof: = 1995 Ib = Oseis * * Veq = 0.75 * 0.65 * 1995Ib =973Ib = 325 Ib Vua /(cD *Veq)= 325Ib/973Ib= 0.3351.00 Reference D.6.1 D.6.1.2 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines and must be checked for plausibility. Powers Fasteners, 2 Powers Lane, Brewster, NY 10509, USA, http: /lwww.powers.coml Version: 2.1.4224.13896 Company name: Project: Project number: Date: 8/30/2011 Page: 5/6 Concrete breakout strength, direction y -: le do Cal Vb AVco AVc Wed,V 1Pa,V 4f c,V CD *Vcb V ua Design proof: Pryout strength: h of kc Nb A Nc A NcO W ed,N 4)cp,N WcaN kcp (i) *Vcp V ua Design proof: = 1.54 inch = 0.75 inch = 8.00 inch D.6.2 =7 * (le /d0)0.2* d00.5* fc' 0.5 * Cali .5 =7* 1.155 * 0.866 * 59.161 * 22.63 = 9371 Ib = 288.00 inch2 = 204.00 inch2 = 1.000 D.6.2.6 = 1.000 D.6.2.1 c = 1.000 D.6.2.7 = Oseis * duct * * (Ave / AVcO) * 4)ed,V * 4/a,V * Wc,V * Vb = 0.75 * 0.40 * 0.70 * (204.00 / 288.00) * 1.000 * 1.000 * 1.000 * 9371 Ib = 1394 Ib D.6.2.1 = 325 Ib Vua / (43 * Vcbg) = 325 Ib / 1394 Ib = 0.23 5 1.00 = 1.540 inch = 24.0 = kc *fc0.5 *hef1.5= 24.0 *59.16 *1.911= 2713Ib D.5.2.2 = 21.34 inch2 = 21.34 inch2 = 1.000 D.5.2.5 = 1.000 D.5.2.7 = 1.000 D.5.2.6 = 1.0 D.6.3.1 =mseis *in duct * * (ANc /ANco) *Wed,N *tVcp,N *Wc,N *Nb *kcp D.6.3.1 = 0.75 * 0.40 * 0.70 * (21.34 / 21.34) * 1.000 * 1.000 * 1.000 * 2713 Ib * 1.0 = 570 Ib = 325 Ib Vua /(d *Vcp)= 325Ib/570Ib= 0.5751.00 Combination tension / shear Toad: Interaction: Design proof. (Nu (0* Il t/ r i`r' * V n)) r 1.2 - (0.61 T 0.57)1 4 .c - 0.99 1.0 InLput data and results must be checked for agreement with the existing circumstances, the standards and guidelines and must be checked for plausibility. rowers Fasteners, 2 Powers Lane, Brewster, iv if i353, USA, hfrp:iiwww.powers.com/ °A4 id/1 II Version: 2.1.4224.13896 Company name: Project: Project number: Date: 8/30/2011 Page: 6/6 Fastening ok! Warnings / remarks: Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines and must be checked for plausibility. Powers Fasteners, 2 Powers Lane, Brewster, NY 10509, USA, http : //www.powers.com/ lyt Version: 2.1.4224.13896 Company name: Project: Project number: Date: 8/30/2011 Page: 2/6 Geometry: Load actions: [ib], [ft-lb] Z 1 Aid ! liz Design Toads / actions 325 V 0 V„y 325 M t„ t 0 M„y 0 Mu, 0 Eccentric profile ex = 0.00 inch; ey = 0.00 inch Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines and must be checked for plausibility. Powers Fasteners, 2 Powers Lane, Brewster, NY 10509, USA, httpi /www.powers.coml COL. ABOVE @ FLOORS SEE FOR COL. REINF. dot-03' A G SECTIO\ W a_ z 0 DROP PANEL PER PLAN. COL. PER PLAN HOOK VERTS. © ROOF CONTINUE THRU CO FLOORS B -3.1 4 c z w P.T. TENDON ELEV. PER PLAN 13" NOTE; BANDED TENDON C.G. TAKES PRIORITY OVER DISTRIBUTED TENDON C.G. C.G. FOR TENDONS EA. WAY TAKES PROIRITY OVER REBAR TENDONS PER PLAN P TOP REBAR PER PLAN w 0 BOT. REINF. PER PLAN DROP PANEL PER PLAN. HOLD 1 1 /2 "CL INTER SECTIO\ C -3.1 • • BYJJW Architects and Planners January 23, 2012 Mr. Dave Larson City of Tukwila Tukwila Building Division 6300 Southcenter Boulevard, Suite #100 Tukwila WA 98188 RE: Project #D12 -010 permit application Dear Mr. Larson, Please find our responses and modifications per your Plan Review, project #D12 -010 Our responses are as follows: 1. Please provide a WSEC Interior Lighting Budget. We have a lighting budget as provided to us by VECA engineers. 2. The completion of the tenant side of the corridor wall and the new doors from the space into the corridor should be shown on the plans as fire rated components the same as required at the time of original construction. A sound transmission assembly number was provided for the wall type. A fire rated assembly is required. The door schedule should reflect required fire rating for corridor doors. We have indicated the walls which are to be a fire rated assembly on 1/A2.1 and the wall symbols legend, 4/A2.1, on the same page. On sheet A2.3 we have noted which doors that will be required to be 20 minute rated on the door schedule on 8/A2.3. On 7/A2.3 we have noted caulking on both sides and designated UL 941 as the assembly rating for the corridor walls. Please let us know if you have any additional comments or questions. Thank you for your time, Valerie L. Sarge , architect JJW Architects and Planners, LLC CC: Marcus McFarland CORRE LTR # TION RECEIVED JAN 2 7 2012 PERMIT CENTER 5628 Airport Way South, Suite 112 Seattle, Washington phone 206.420.2242 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director January 24, 2012 Marcus McFarland 12201 Tukwila International B1 Tukwila, WA 98168 RE: Correction Letter #1 Development Permit Application Number D12 -010 DHS — ICE, 12500 Tukwila International BI Dear Mr. McFarland, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431 -3670. encl File No. D12 -010 W:\Permit Center \Correction Letters \2012\D12 -010 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: January 11, 2012 Project Name: ICE -DHS Permit #: D12 -010 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide a WSEC Interior Lighting Budget. 2. The completion of the tenant side of the corridor wall and the new doors from the space into the corridor should be shown on the plans as fire rated components the same as required at the time of original construction. A sound transmission assembly number was provided for the wall type. A fire rated assembly is required. The door schedule should reflect required fire rating for corridor doors. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -010 DATE: 01 -27 -12 PROJECT NAME: DHS - ICE SITE ADDRESS: 12500 TUKWILA INTERNATIONAL BL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued D PARTM NTS: Pi ding ivlsion Public Works Fire Prevention Structural Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 01-31-12 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02 -28-12 Approved ❑ 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 HERMIT COORD COPY. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -010 DATE: 01/09/12 PROJECT NAME: DHS - ICE SITE ADDRESS: 12500 TUKWILA INTERNATIONAL BL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMEfy'JFS: VuTVding Division n 1Pul works " - ire Prevention Structural 01,11,11- ,V- /J/ 19-/2 I■■1 Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 14 Incomplete DUE DATE: 01/10/12 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 N, REVIEWER'S INITIALS: Structural Review Required No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02/07/12 Approved Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: bl1 1- Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: htp: //www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fad etc. Date: (/! `� ! ' ( Plan Check/Permit Number: ! v cl Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: .2--C r^ Z2 N$ % 7_ Project Address: A2 sc,0 71-4/k u, i la X I. I. 13 %vor, Contact Person: 12ir(1 S $ ° `i /a o/ Phone Number: 6 - 7 3 °®� 6- S'" 7 u° Summary of Revision: !,, �P.riOr 1-40441A-g. $ a� .-- y 4 Pr€ /€J uJf' Ar5e-.,-. /ii:, t"U- Gorr JAN 2 7 2012 PERMIT CENTER Sheet Number(s): /4 - a. "Cloud" or highlight all areas of revision including date of ': ion Received at the City of Tukwila Permit Center by: ly(s., Entered in Permits Plus on --� H: Appliutia isWo ms- Applications On Line\2010 Applicatiou7 -2010 - Revision Subm1nd.doc Crated: 8-13-2004 Revised: 7 -2010 J Contractors or Tradespeople *ter Friendly Page Page 1 of 2 General /Specialty Contractor A business registered as a construction contractor with LEtI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company SABEY CONSTRUCTION INC 2062814200 12201 Tukwila Intl Blvd 4TH FLOOR Seattle WA 981685121 King Corporation UBI No. 601532164 Status Active License No. SABEYCI033KM License Type Construction Contractor Effective Date 5/14/1997 Expiration Date 1/12/2013 Suspend Date Specialty 1 General Specialty 2 Unused Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status SABEYC*953RE SABEY CORPORATION Construction Contractor General Unused 12/5/2005 12/5/2013 Active DASCOC *066KD D A S CONSTRUCTION CORP Construction Contractor General Unused 5/4/1994 5/4/1997 Archived BERKLCI088CE BERKLEY CONSTRUCTION INC Construction Contractor General Unused 2/5/1992 2/5/1993 Archived ARCHIDG132QZ ARCHITECTUAL DEV GROUP INC Construction Contractor General Unused 11/9/1987 11/9/1992 Archived SABEYC*141PH SABEY CORPORATION Construction Contractor General Unused 10/8/1986 12/31/2001 Archived OWPROI *221RR O Et W PROPERTIES INC Construction Contractor General Unused 12/19/1978 10/1/1986 Archived BERKLS*267LP BERKLEY STRUCTURES INC Construction Contractor General Unused 6/17/1974 12/31/1991 Archived Business Owner Information Name Role Effective Date Expiration Date SABEY, DAVID ARTHUR President 05/14/1997 SEWELL, PATRICIA ANNE Secretary 01/19/2011 POOLE, LAURENT D Secretary 01/01/1980 01/19/2011 HARMON, JAMES N Treasurer 01/01/1980 01/19/2011 Bond Information https : / /fortress. wa. gov /lni/bbip /Print. aspx 02/15/2012 GENERAL CONDITIONS FOR CONSTRUCTION A. INTRODUCTION THIS DOCUMENT IS INTENDED TO BE USED AS AN OUTLINE TO ESTABLISH THE GENERAL RULES AND CONDITIONS TO BE APPLIED FOR ANY AND ALL CONTRACTORS AND OR SUPPLIERS WORKING IN OR ABOUT THE BUILDING AND OR PREMISES IN WHICH THE ATTACHED SCOPE OF WORK IS SCHEDULED TO BE PERFORMED. THE ATTACHED GENERAL RULES AND CONDITIONS ARE TO BE USED AS A GUIDELINE AND MAY BE SUBJECT TO CHANGE AT THE DIRECTION OF THE LANDLORD. IN THE EVENT THERE IS A CONFLICT BETWEEN AND OF THESE GENERAL RULES AND CONDITIONS AND THE LEASE, THE LEASE WILL PREVAIL. B. PRECONSTRUCTION MEETING PRIOR TO TENANTS COMMENCEMENT OF CONSTRUCTION, TENANT SHALL CONTACT THE LANDLORD'S REPRESENTATIVE TO SCHEDULE A MANDATORY PRECONSTRUCTION MEETING WITH TENANT'S CONTRACTOR. THIS MEETING SHALL TAKE PLACE IN TENANT'S SPACE. REFER TO RIGHT HAND COLUMN OF THIS SHEET, 'PRECONSTRUCTION MEETING." C. CONTRACTOR'S CONSTRUCTION DAMAGE DEPOSIT TENANT'S CONTRACTOR SHALL PAY LANDLORD, PRIOR TO COMMENCEMENT OF CONSTRUCTION, A CASH DEPOSIT IN AN AMOUNT TO BE DETERMINED BY LANDLORD, TO APPLY TOWARD REPAIR OF ANY DAMAGE BY TENANT'S CONTRACTOR TO LANDLORD'S PROPERTY, JANITORIAL SERVICES REQUIRED DUE TO CONTRACTOR'S NON - CONFORMING HOUSEKEEPING, AND /OR COMPLETION OF PUNCH LIST ITEMS NOT COMPLETED BY TENANT'S CONTRACTOR. ANY UNUSED PORTION OF FUNDS SHALL BE REFUNDED TO THE CONTRACTOR. D. TENANT'S CONTRACTORS AND SUPPLIERS 1. TENANT'S CONTRACTOR MUST BE ON SITE AT ALL TIMES TO SUPERVISE SUBCONTRACTOR'S WORK IN TENANT SPACE. 2. TENANT'S CONTRACTOR MUST PROVIDE LANDLORD WITH A SUBCONTRACTOR LIST PRIOR TO, OR AT THE PRECONSTRUCTION MEETING. LANDLORD RESERVES THE RIGHT TO APPROVE ALL CONTRACTORS AND SUPPLIERS. 3. IN THE EVENT THAT TENANT'S CONTRACTOR VIOLATES ANY OF THE LANDLORD'S STANDARDS AS STIPULATED IN THESE GENERAL CONDITIONS, THE REQUIREMENTS OF THE LEASE, OR BECOMES INVOLVED IN A LABOR DISPUTE, THEN LANDLORD, AT ITS SOLE DISCRETION, MAY ORDER TENANT'S CONTRACTOR OR SUB- CONTRACTORS TO CEASE WORK, AND TO REMOVE ITSELF, ITS EQUIPMENT AND ITS EMPLOYEES FROM LANDLORD'S PROPERTY UPON 24 HOURS WRITTEN NOTICE. 4. CERTAIN CONSTRUCTION ACTIVITIES WHICH AFFECT LIFE SAFETY OR THE WARRANTIES OR INTEGRITY OF LANDLORD'S PROPERTY, SHALL BE PERFORMED BY LANDLORD'S APPROVED CONTRACTORS, AT TENANT'S EXPENSE. TENANT OR TENANT'S GENERAL CONTRACTOR MUST CONTRACT DIRECTLY WITH LANDLORD'S CONTRACTOR. THE LANDLORD'S REPRESENTATIVE WILL ASSIST TENANT WITH THE COORDINATION OF THESE ITEMS AS NECESSARY. THESE ACTIVITIES INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: A. PENETRATIONS OR MODIFICATIONS TO EXTERIOR WALLS OR GLAZING. B. ROOF PENETRATIONS, MODIFICATION OR REPAIR. C. ANY CORE DRILLING OR PENETRATIONS OF POST- TENSION REINFORCED FLOOR SLABS. D. MODIFICATIONS TO THE MECHANICAL SYSTEM CONTROLS. E. INSTALLATION OF AND ALTERATIONS TO THE FIRE MONITOR SYSTEM (SMOKE DETECTOR). F. SHUTDOWN OF LANDLORD SYSTEMS TO ACCOMMODATE TENANT WORK. 5. ON -SITE PARKING FOR TENANTS CONTRACTORS & SUPPLIERS, IF AVAILABLE, MUST BE APPROVED BY LANDLORD'S REPRESENTATIVE. PARKING MAY BE SUBJECT TO A RENTAL FEE. E. SPACE ACCEPTANCE BY TENANT BY OCCUPYING THE DESIGNATED SPACE FOR CONSTRUCTION, TENANT SHALL BE DEEMED TO HAVE ACCEPTED THE PREMISES "AS -IS ", HAVE ACKNOWLEDGED THAT LANDLORD HAS COMPLETED THE WORK REQUIRED OF IT PURSUANT TO THE LEASE, AND HAVE AGREED THAT LANDLORD IS NOT THEN IN DEFAULT IN ANY OF ITS OBLIGATIONS UNDER THE LEASE UNLESS AGREED TO MARKETING BY LANDLORD'S REPRESENTATIVE AND TENANT /TENANT CONTRACTOR. F. WORK SCHEDULING ANY WORK THAT CREATES EXCESSIVE NOISE, VIBRATION, NOXIOUS FUMES, DUST AND ODORS, MUST BE SCHEDULED OUTSIDE OF THE BUILDING OPERATING HOURS. THE LANDLORD'S REPRESENTATIVE SHALL BE GIVEN 24 HOURS OF SUCH OFF -HOURS CONSTRUCTION & RESERVES THE RIGHT TO APPROVE OR DECLINE SUCH REQUEST. BUILDING SECURITY MAY REQUIRE SIGN -IN /SIGN -OUT OF ALL PERSONS WORKING CONSTRUCTION. TENANTS CONTRACTOR SHALL PERFORM WORK IN A MANNER WHICH CAUSES NO INTERFERENCE WITH OTHER TENANTS OR LANDLORD. TENANT'S WORK SHALL BE CLOSELY MONITORED BY LANDLORD'S REPRESENTATIVES. G. CONSTRUCTION UTILITIES CHARGE IT IS AGREED AND UNDERSTOOD THAT THE UTILITIES SERVICING THE PREMISES MAY NEED TO BE SEPARATELY METERED AS PER THE TERMS OF THE LEASE. IN THE EVENT THE UTILITIES ARE NOT CURRENTLY SEPARATELY METERED AND THE COST OF UTILITIES, PER THE LEASE, ARE TO BE A DIRECT COST OF THE TENANTS, AN ESTIMATED PER DAY CHARGE WILL BE ASSESSED BY THE LANDLORD TO THE TENANT DURING THE BUILD -OUT AND CONSTRUCTION PHASE OR UNTIL SUCH TIME AS A PERMANENT METERING DEVISE IS INSTALLED AND TRANSFERRED INTO THE TENANTS NAME. FURTHERMORE, IF TENANT HAS RECEIVED LANDLORD'S PERMISSION TO OCCUPY THE PREMISES EARLY TO PERFORM CONSTRUCTION ACTIVITY, AN ESTIMATE FOR UTILITIES MAY BE ASSESSED ON PER DAY BASIS DURING THIS EARLY OCCUPANCY PERIOD. REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review lees. H. MODIFICATION TO EXISTING FACILITIES 1 ANY MODIFICATION, INCLUDING INCIDENTAL SAW CUTTING OR CORE DRILLING TO LANDLORD'S FACILITIES OR BUILDING NOT ON APPROVED PLANS, MUST RECEIVE THE PRIOR WRITTEN APPROVAL FROM THE TENANT COORDINATOR. SUCH MODIFICATIONS SHALL BE AT TENANT'S EXPENSE INCLUDING ANY DESIGN, ENGINEERING, PERMITS AND INSPECTION AS WELL AS ACTUAL CONSTRUCTION COSTS. COST OF SPRINKLER SYSTEM SHUTDOWN AND RECHARGING, AT A COST PER OCCURRENCE, SHALL BE AT TENANTS EXPENSE. 2. LANDLORD RESERVES THE RIGHT TO SALVAGE REMOVED EQUIPMENT AND MATERIALS NOT REUSED IN THE NEW CONSTRUCTION. CONTRACTOR IS TO COORDINATE WITH LANDLORD'S ON -SITE REPRESENTATIVE REGARDING MATERIALS TO BE SALVAGED. SALVAGEABLE MATERIALS MAY INCLUDE BUT ARE NOT LIMITED TO: CASEWORK, CARPET, DOORS, RELITES, FRAMES, POWER PANELS AND SWITCHGEAR, LIGHT FIXTURES AND HVAC EQUIPMENT, GRILLES AND REGISTERS. SUCH MATERIALS AND /OR EQUIPMENT WILL BE REMOVED BY TENANTS CONTRACTOR IN A MANNER TO AVOID DAMAGE OR LOSS OF PARTS OR COMPONENTS, AND MOVED TO A LOCATION AS DIRECTED BY LANDLORD'S REPRESENTATIVE. ALL MATERIAL NOT SALVAGED OR REUSED IS TO BE REMOVED AND DISPOSED OFF -SITE IN A LAWFUL MANNER BY TENANT'S CONTRACTOR. 3. ALL DUCTS WHICH PENETRATE RATED WALLS, CEILINGS OR SHAFTS SHALL HAVE FIRE DAMPERS WITH RATING EQUAL TO THE WALL OR CEILING WHICH IS PENETRATED. IF REQUIRED TO BE TIED INTO BUILDING FIRE PANEL, LANDLORD'S FIRE CONTROL CONTRACTOR SHALL BE USED FOR THE TIE -IN. 4. COMPLY WITH ALL REQUIREMENTS OF LOCAL CODES AND ORDINANCES FOR SUCH THINGS AS SEISMIC STABILITY, FIRE DAMPERS, TEMPERATURE CONTROL, TIME CLOCKS, ETC. 5. ALL MECHANICAL WORK, EQUIPMENT, METHODS, CONTROLS, ETC. ARE TO BE COMPATIBLE & FULLY INTEGRATE WITH THE EXISTING BUILDING EQUIPMENT, SYSTEMS AND CONTROLS. ANY REQUIRED MODIFICATIONS TO BUILDING SYSTEMS WILL BE BY TENANTS CONTRACTOR AT TENANT'S COST. 6. VERIFY THE CURRENT OPERATIONAL STATUS OF ALL EXISTING MECHANICAL BOXES IN THE AREA OF WORK. 7. LABEL ALL MECHANICAL AND ELECTRICAL COMPONENTS (CONCEALED ABOVE CEILING) WITH THE APPROPRIATE COLORED 3/4" DOTS ON THE CEILING GRID. THE COLOR CODING SYSTEM IS TO BE SABEY CORPORATION'S STANDARD AS FOLLOWS: BLUE: HVAC UNITS / EXHAUST GREEN: WATER (SHUTOFF) RED: FIRE. SYSTEMS ORANGE: HVAC CONTROLS YELLOW: GAS 8. UPDATE ALL EXISTING HVAC CONTROLS AS DIRECTED BY LANDLORD'S ON -SITE REPRESENTATIVE. 9. LABEL ALL CIRCUITS AT POWER PANELS AND ON RECEPTACLE COVER PLATES. 12 POINT OR 1/8" BLACK LETTERS MECHANICALLY PRINTED ON CLEAR TAPE. 10. CONTRACTOR IS RESPONSIBLE FOR MODIFICATIONS TO THE EXISTING FIRE PROTECTION SYSTEMS AS REQUIRED BY THE WORK OF THIS CONTRACT, INCLUDING INSTALLATION OF STROBES AND OTHER ADA COMPLIANT DEVICES.. 11. CONTRACTOR SHALL PROVIDE OCCUPANCY SIGNS CONFORMING TO APPLICABLE CODES AND REQUIREMENTS. 12. CONTRACTOR SHALL INSTALL EXIT SIGNS IN THE TYPE, NUMBER AND LOCATION AS SHOWN ON THE CONSTRUCTION DOCUMENTS OR AS OTHERWISE REQUIRED BY THE LOCAL INSPECTOR. 13. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT KEY OR ANY SPECIAL KNOWLEDGE. 14. INTERIOR FINISHES SHALL NOT EXCEED A FLAME SPREAD RATING OF 25. 15. SUBMIT SIGNED AND SEALED FIRE PROTECTION SHOP DRAWINGS FOR REVIEW & APPROVAL BY LANDLORD'S INSURANCE COMPANY I. HOUSEKEEPING AND MATERIAL HANDLING 1. WITH THE LANDLORDS CONSENT AND APPROVAL THE TENANT'S CONTRACTOR MAY LOCATE A CONSTRUCTION DUMPSTER ON SITE, ON A TEMPORARY BASIS. APPROVAL WILL BE BASED ON THE LENGTH OF TIME AND THE AVAILABILITY OF AN AREA FOR LOCATING SUCH DUMPSTER. IN SOME CASES THE TENANT'S CONTRACTOR MAY BE ABLE TO OBTAIN A STREET USE PERMIT TO LOCATE A DUMPSTER ON THE STREET. IN ANY EVENT THE TENANTS CONTRACTOR WILL BE RESPONSIBLE TO REMOVE ALL CONSTRUCTION GENERATED TRASH FROM COMMON AREAS OF THE BUILDING ON A NIGHTLY BASIS. TENANT'S CONTRACTOR ACKNOWLEDGES THAT STORAGE OF ANY CONSTRUCTION AND OR BUILDING MATERIALS OUTSIDE OF THE TENANT SPACE IS PROHIBITED UNLESS LANDLORD'S WRITTEN APPROVAL HAS BEEN GRANTED. 2. TENANTS CONTRACTOR ACKNOWLEDGES THAT MOVEMENT OF CONSTRUCTION MATERIALS IS TIGHTLY RESTRICTED DURING BUSINESS HOURS. THE BUILDING IS EQUIPPED WITH A FREIGHT ELEVATOR TO BE DESIGNATED UPON REQUEST FOR CONSTRUCTION USE. PADS WILL BE INSTALLED WERE APPLICABLE AND A SERVICE KEY FOR INDEPENDENT OPERATION WILL BE PROVIDED. TENANT'S CONTRACTOR WILL NEED TO PROVIDE FLOOR PROTECTION AS REQUIRED TO INSURE THAT THE FLOOR FINISHES OF THE BUILDING ARE PROTECTED. LANDLORD'S REPRESENTATIVE AND TENANTS CONTRACTOR WILL INSPECT BUILDING COMMON AREA FOR EXISTING DAMAGE & DETERMINE THE ROUTE OF TRAVEL FOR CONSTRUCTION MATERIALS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY. DOCUMENTATION OF THE WALK- THROUGH WILL BE PROVIDED TO THE TENANT'S CONTRACTOR. UPON COMPLETION OF TENANT'S BUILD -OUT, CONTRACTOR AND LANDLORD'S REPRESENTATIVE WILL REINSPECT THE COMMON AREA NOTING ANY DAMAGED AREAS NEEDING REPAIR BY THE TENANT CONTRACTOR. SEPARATE PERMIT REQUIRED FOR ti Mechanics{ $ Electrical Plumbing a Gas Piping City of Tukwila B% HLD ;N4 DIVISION I. HOUSEKEEPING AND MATERIAL HANDLING (CONT.) 3. ONCE CONSTRUCTION BEGINS IN TENANTS SPACE, THAT AREA BECOMES THE RESPONSIBILITY OF TENANT AND ITS CONTRACTOR. TENANTS CONTRACTOR MUST SUPPLY AND INSTALL A LARGE CARPETED WALK -OFF MAT INSIDE THE ENTRANCE TO THE SPACE TO ELIMINATE THE TRACKING OF DUST AND DEBRIS INTO THE BUILDING. THE WORK AREA AND THE AREA OUTSIDE THE TENANT PREMISES MUST BE MAINTAINED IN A CLEAN CONDITION AT ALL TIMES. TRASH MUST BE PLACED IN CONTAINERS AND REMOVED DAILY BY TENANT'S CONTRACTOR TO TENANT'S CONTRACTORS DUMPSTER. IF TRASH IS NOT IMMEDIATELY REMOVED OR THE SPACE CLEANED UP AFTER LANDLORD'S NOTICE, LANDLORD MAY REMOVE THE TRASH AND CLEAN THE SPACE AT TENANT'S EXPENSE INCLUDING AN ADMINISTRATIVE FEE, AND DEDUCT FROM CONSTRUCTION DAMAGE DEPOSIT. 4. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY TENANT'S CONTRACTOR WILL INSTALL AND MAINTAIN CONSTRUCTION PRE - FILTERS IN THE BUILDINGS RETURN AIR SYSTEM SERVICING THE CONSTRUCTION AREA AND OR FLOOR. WHEN CONSTRUCTION IS COMPLETE THE PRE FILTERS SHALL BE REMOVED AND DISPOSED OF BY TENANTS CONTRACTOR. 5. TENANTS CONTRACTOR SHALL REMOVE AND DISPOSE OF IN AN APPROVED MANNER ALL SURPLUS CONSTRUCTION MATERIAL FROM SITE. DISCHARGE OF ANY MATERIAL INTO LANDLORD'S PLUMBING OR STORM SEWER SYSTEM OR TRASH CONTAINERS IS PROHIBITED. 6. TEMPORARY DUST BARRIERS AT DEMISING WALLS IN PLENUM SPACES MAY BE REQUIRED TO CONTROL CONSTRUCTION DUST. INSTALL AS DIRECTED BY LANDLORD'S REPRESENTATIVE, AT TENANT'S EXPENSE. 7. IF ANY HAZARDOUS MATERIALS WILL BE USED ON -SITE, MATERIAL SAFETY DATA SHEETS (MSDS) MUST BE ON FILE WITH TENANT'S CONTRACTOR PRIOR TO THEIR USE. J. TENANTS CONSTRUCTION DRAWINGS / AS- BUILTS AFTER PLANS ARE REVIEWED AND APPROVED BY THE TENANT COORDINATOR, A BUILDING PERMIT IS ISSUED BY THE GOVERNING JURISDICTION, THE PRECONSTRUCTION MEETING HAS OCCURRED AND ALL REQUIREMENTS MET, THEN TENANT'S CONSTRUCTION MAY PROCEED. ONE SET OF PLANS BEARING LANDLORD'S APPROPRIATE REVIEW STAMP, COMPLETE WITH LANDLORD'S COVER SHEET AND OWNER'S GOOD FAITH INSPECTION REPORT ATTACHED, MUST BE KEPT IN TENANT'S PREMISES AT ALL TIMES. TENANT'S CONTRACTOR MUST USE THIS SET OF PLANS ALONG WITH THE APPROVED BUILDING PERMIT PLANS THE CITY AS ITS MASTER SET(S) FOR BUILDING TENANTS SPACE. AT THE COMPLETION OF CONSTRUCTION, TENANT SHALL PROVIDE ONE COMPLETE SET OF REPRODUCIBLE AS -BUILT DRAWINGS TO LANDLORD, AND ONE 3.5" DISKETTE WITH ALL CAD GENERATED DRAWINGS IN .DWG OR .DXF FORMAT. AS -BUILT DRAWINGS SHALL INCLUDE ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND FIRE PROTECTION. K. INSPECTIONS BY GOVERNING AGENCIES TENANT OR ITS CONTRACTOR IS RESPONSIBLE FOR OBTAINING AL REQUIRED INSPECTIONS BY GOVERNING AGENCIES. TENANTS CONTRACTOR IS RESPONSIBLE FOR CORRECTING ALL DEFICIENCIES RECORD EC BY THE INSPECTORS. L. PUNCH LIST 1 OBSERVATIONS BY LANDLORD DURING CONSTRUCTION OF TENANT'S STORE, LANDLORD'S REPRESENTATIVES MAY OBSERVE PERIODICALLY TO DETERMINE WHETHER CONSTRUCTION CONFORMS WITH THE APPROVED PLANS & SPECIFICATIONS, AND THE PROVISIONS OF THIS GENERAL CONDITIONS FOR CONSTRUCTION. SHOULD THERE BE ANY DISCREPANCY, TENANT'S WORK MAY BE HALTED UNTIL THE PROBLEM IS RESOLVED. IN NO EVENT WILL SUCH OBSERVATIONS OR SUBSEQUENT RESULTS OF SUCH OBSERVATIONS PLACE ANY RESPONSIBILITY ON LANDLORD. TENANT'S CONTRACTOR SHALL NOTIFY THE LANDLORD'S REPRESENTATIVE IN WRITING WHEN WORK IS SUBSTANTIALLY COMPLETE, AND REQUEST A FINAL INSPECTION FROM LANDLORD. LANDLORD SHALL PROVIDE TENANTS CONTRACTOR WITH A FORMAL WRITTEN PUNCH LIST WHICH WILL DESCRIBE ANY CONSTRUCTION DEFICIENCIES PURSUANT TO THE APPROVED PLANS AND APPLICABLE CODES. ANY PUNCH LIST WORK NOT COMPLETED WITHIN THE THIRTY (30) CALENDAR DAYS FROM DATE OF PUNCH LIST MAY, AT LANDLORD'S OPTION, BE COMPLETED AND THE COST DEDUCTED FROM TENANT CONTRACTOR'S DEPOSIT. M. LANDLORD'S FINAL ACCEPTANCE IN ORDER FOR TENANT TO RECEIVE LANDLORD'S FINAL ACCEPTANCE, TENANT MUST, WITHIN THIRTY (30) DAYS OF THE DATE TENANT OPENS FOR BUSINESS, OBTAIN AND PRESENT TO LANDLORD THE FOLLOWING ITEMS: 1. A COPY OF THE CERTIFICATE OF OCCUPANCY ISSUED BY THE BUILDING DEPARTMENT. (FOOD SERVICE TENANTS MUST ALSO INCLUDE DOCUMENTED APPROVALS FROM THE LOCAL HEALTH DEPARTMENT PRIOR TO OPENING.) 2. COPIES OF ALL BUILDING PERMITS AND OTHER REQUIRED PERMITS. 3. AS -BUILT DRAWINGS OF TENANT'S WORK PER PARAGRAPH "J ". 4. HVAC BALANCE REPORTS BY INDEPENDENT AIR BALANCE CONTRACTOR. 5. THE COMPLETED PUNCH LIST, INITIALED BY THE LANDLORD'S REPRESENTATIVE. 6. TENANTS CONTRACTOR SHALL REPAIR ALL DAMAGE TO BUILDING CREATED BY ITS OWN WORK. LANDLORD WILL REFUND ANY UNUSED FUNDS FROM CONSTRUCTION DAMAGE DEPOSIT TO TENANT'S CONTRACTOR. 7. 0 & M MANUALS AND WARRANTIES FOR ALL TENANT INSTALLED EQUIPMENT AND ROOF TOP PENETRATIONS. 8. CONTRACTOR CERTIFICATION OF ASBESTOS FREE PRODUCT INSTALLATION. 9. UPON COMPLETION GENERAL CONTRACTOR SHALL SUPPLY LANDLORD WITH LIEN RELEASES FROM ALL SUBTIERS, SUPPLIERS, LABORERS, WHICH HAVE SERVED NOTICE TO LANDLORD. N. MISCELLANEOUS REQUIREMENTS 1. WHERE CONFLICTS EXIST BETWEEN BUILDING CODES, UTILITIES REQUIREMENTS, STATUTES, ORDINANCES, REGULATORY REQUIREMENTS, & LANDLORD'S REQUIREMENTS, THE MORE STRINGENT SHALL GOVERN. 2. TENANT'S CONTRACTOR OR SUBCONTRACTORS SHALL NOT POST SIGNS WITHOUT LANDLORD'S APPROVAL. 3. TENANT'S CONTRACTOR AND SUBCONTRACTORS SHALL COMPLY WITH ALL PARKING RULES & REGULATIONS AS ESTABLISHED BY THE LANDLORD. VIOLATION OF PARKING REQUIREMENTS MAY RESULT IN FINES AND /OR TOWING. 4. TENANT SHALL USE ONLY NEW, FIRST -CLASS MATERIALS IN COMPLETING ITS WORK. ALL WORK AND EQUIPMENT SHALL BE WARRANTED FOR A MINIMUM OF ONE (1) YEAR FROM INSTALLATION. SUCH WARRANTIES SHALL NOT RELIEVE TENANT FROM ITS MAINTENANCE OBLIGATIONS PROVIDED IN THE LEASE. O. GOOD FAITH INSPECTION FOR ASBESTOS TENANT AND TENANT'S CONTRACTORS MUST HAVE LANDLORD'S GOOD FAITH INSPECTION REPORT ON PREMISES PRIOR TO STARTING WORK. THE WASHINGTON INDUSTRIAL SAFETY HEALTH ACT 296 -62 -07707 STATES THAT BEFORE ALLOWING OR AUTHORIZING ANY CONSTRUCTION, RENOVATION, REMODELING, MAINTENANCE, REPAIR OR DEMOLITION, LANDLORD SHALL PERFORM A GOOD FAITH INSPECTION TO DETERMINE WHETHER MATERIALS TO BE WORKED ON OR REMOVED CONTAIN ASBESTOS. IT IS THE RESPONSIBILITY OF TENANT'S CONTRACTOR TO OBTAIN A COPY OF THIS REPORT AND DISPLAY IT ON THE PREMISES IN FULL VIEW OF ALL PERSONS ENTERING THE WORK SITE. TENANTS CONTRACTOR IS ALSO RESPONSIBLE TO DISCLOSE TO LANDLORD'S REPRESENTATIVES ITS DISCOVERY OF ANY MATERIAL THAT MAY CONTAIN ASBESTOS NOT MENTIONED IN THE GOOD FAITH INSPECTION. NO WORK SHALL DISTURB OR REMOVE THE SUSPECT MATERIAL UNTIL LANDLORD HAS PERFORMED TESTS AND /OR ABATEMENT. P. INSURANCE TENANTS CONTRACTOR SHALL SUBMIT TO LANDLORD A CERTIFICATE OF INSURANCE WITH LIMITS AS OUTLINED ON THE ATTACHED SAMPLE. THE CERTIFICATE HOLDER SHOULD READ AS FOLLOWS: DAVID A. AND SANDRA SABEY 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE, WASHINGTON 98168 -5121 ADDITIONAL INSURED ENDORSEMENT WILL INCLUDE THE FOLLOWING: CERTIFICATE HOLDER AND SABEY CORPORATION NOTE: CERTAIN LANDLORD BUILDINGS REQUIRE REVERSAL OF THE ABOVE INSURED & ADDITIONAL INSURED CERTIFICATE HOLDERS. CONTRACTOR SHALL INSTRUCT ALL SUBTIERS TO SUPPLY LANDLORD WITH A CERTIFICATE OF INSURANCE AS OUTLINED HEREIN. PROJECT. AS A REQUIREMENT OF YOUR SUBCONTRACT ON THE ABOVE REFERENCED PROJECT, EVIDENCE OF INSURANCE IN THE MINIMUM AMOUNTS SHOWN BELOW IS REQUIRED TO BE DELIVERED TO US PRIOR TO YOUR COMMENCING WORK. THIS LETTER CONTAINS THE INFORMATION YOUR INSURANCE AGENT WILL NEED TO PREPARE THE CERTIFICATE OF INSURANCE REQUIRED BY SABEY CORPORATION. PLEASE INSTRUCT YOUR INSURANCE AGENT TO MAIL THE CERTIFICATE, INCLUDING ENDORSEMENT, TO THE ATTENTION OF THE SABEY CORPORATION CONTRACTS ADMINISTRATOR. TYPE OF CERTIFICATE MINIMUM LIMIT COMMERCIAL GENERAL LIABILITY $2,000,000 - GENERAL AGGREGATE $2,000,000 - PRODUCTS /COMPLETED OPERATIONS AGGREGATE $2,000,000 - 51 AND PD, EACH OCCURRENCE $1,000,000 AUTOMOBILE LIABILITY - PER OCCURRENCE $1,000,000 _UMBRELLA (EXCESS) LIABILITY - PER OCCURRENCE $1,000,000 _WORKER'S COMPENSATION (OTHER THAN STATUTORY WASHINGTON) USL & H WORKER'S COMPENSATION EMPLOYER'S STATUTORY LIABILITY STOP GAP (WASHINGTON EMPLOYER'S LIABILITY) $1,000,000 THE CERTIFICATE SHOULD ADDRESS THE FOLLOWING: 1. SHOW DAVID A. AND SANDRA SABEY, AND SABEY CORPORATION AS ADDITIONAL INSURED. NOTE: CERTAIN LANDLORD BUILDINGS REQUIRE REVERSAL OF THE ABOVE INSURED & ADDITIONAL INSURED CERTIFICATE HOLDERS. 2. SHOW THE CURRENT A.M. BESTS RATING FOR THE INSURANCE COMPANY LISTED. 3. SHOW MINIMUM PRIOR CANCELLATION NOTICE OF 45 DAYS. 4. SHOW ALL DEDUCTIBLES AND DESIGNATE "PER CLAIM" OR PER OCCURRENCE. 5. IF USING ACORD CERTIFICATE, EACH APPROPRIATE BOX MUST BE MARKED WITH AN "X" INDICATING COVERAGE PROVIDED. 6. CERTIFICATE OF LIABILITY AND UMBRELLA MUST STA E IF COVERAGE PROVIDED IS "CLAIMS M j IE Penult No.. F LIA PIe.n review approval Is skied to ems and omss on& Arprc'val of construction documents 63es not authorize th violation of any adopted code or ontmance. Receipt 0 approved approved I~ Copy :�►; a owledg it r PRECONSTRUCTION MEETING TENANT WORK WILL NOT BE ALLOWED TO COMMENCE WITHOUT THE FOLLOWING: ❑ LANDLORD'S CONTACT PERSON. (Sabey Corporation Property Management) Telephone (206) 281 -8700 ❑ TENANT CONTRACTOR'S EMERGENCY TELEPHONE: ❑ WASHINGTON STATE CONTRACTOR'S LICENSE ❑ CONTRACTOR'S CERTIFICATE OF INSURANCE WITH PROPER ADDITIONAL ISSUED AS REQUIRED. ❑ CONTRACTOR'S DAMAGE DEPOSIT AMOUNT (to be paid by Tenant's Contractor) ❑ LIST OF SUB - CONTRACTORS ❑ APPROVED TENANT PLANS ON -SITE (Approved plans shall include this Landlord's Cover Sheet, to be completed at the preconstruction meeting.) ❑ CONSTRUCTION UTILITIES CHARGE: per General Conditions paragraph "G ". ELECTRIC /DAY ELEVATOR DRAIN SPRINKLER/OCCURRENCE OTHER OTHER ❑ BUILDING PERMIT ❑ CONSTRUCTION SCHEDULE Start Date: Estimated Completion Date: ❑ PROVISIONS FOR PERMANENT ELECTRICAL POWER 0 ❑ GOOD FAITH INSPECTION REPORT SUBCONTRACTORS APPROVED BY LANDLORD FIRE DETECTION SYSTEM MECHANICAL CONTROLS ROOF MODIFICATIONS CERTIFIED AIR BALANCE CONTRACTOR OTHER: DESIGNATED HOURS OF CONSTRUCTION MATERIAL DELIVERIES SHALL BE COORDINATED WITH LANDLORD'S REPRESENTATIVE. RE: LOADING, FREIGHT ELEVATOR. ❑ LOCATION OF TENANT CONTRACTOR'S TRASH RECEPTACLE ❑ LOCATION FOR TENANT CONTRACTOR PARKING ❑ LANDLORD'S FIRST RIGHT OF REFUSAL FOR SALVAGE ❑ PRIOR APPROVALS REQUIRED MODIFICATIONS TO LANDLORD'S FACILITIES' INCIDENTAL BURNING, ACETYLENE CUTTING, OR WELDING: INCIDENTAL CONCRETE SAW CUTTING OR CORE DRILLING - NOXIOUS FUMES: OTHER: CONSTRUCTION SAFETY, OSHA, WISHA, MSDS PUNCH -LIST NOTIFICATION FIRST AID KIT ON -SITE FIRE EXTINGUISHER ON -SITE REVIEWED CONTRACTOR CODE OF CONDUCT WITH LANDLORD'S REPRESENTATIVE. TENANT'S CONTRACTOR AND HIS REPRESENTATIVES ACKNOWLEDGE THAT THEY HAVE RECEIVED, REVIEWED, UNDERSTAND, AND WILL COMPLY WITH THIS LANDLORD'S COVER SHEET. Signature: Date: TENANT DRAWINGS Preliminary Review Final Const. Doc. Review Date Received. Approved ❑ Rejected ❑ Revise & Resubmit ❑ No Exceptions Taken ❑ Note Markings on Drawings ❑ THIS REVIEW IS FOR LAYOUT ONLY AND IN NO WAY ALTERS ANY LEASE AGREEMENTS OR IMPLIES COMPLIANCE WITH LOCAL ORDINANCES OR CODES. By Dale Sabey Corporation Architecture Group TENANT CONTACT INFORMATION (TO BE COMPLETED BY TENANT'S ARCHITECT PRIOR TO PRECONSTRUCTION MEETING) OWNER'S CONTACT. Address. Phone #' TENANTS ARCHITECT. Address. Phone #- Contact Person. TENANT'S CONTRACTOR- Address- Phone #• Contact Person• TENANT'S MECHANICAL ENGINEER: Address: Phone #: Contact Person- TENANT'S ELECTRICAL ENGINEER- Address- Phone #• Contact Person. TENANT NAME- SUITE NO.: BUILDING- Dade:, _ City Of lWtwffa BUILDING DIVISION • All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. LANDLORD'S COVER SHEET A -1.0 P\2Otb SABEY EY SABEY ARCHITECTURE seattle, Washington 206.281.8700 sabey.com REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 8 2012 DL Vvv City of u wila BUILDING VISION LREGISTERED -1 0 J. %I/samosa OF WASHINGTON TENANT IMPROVEMENT: ICE DHS TENANT IMPROVEMENT 12500 TUKWILA INTERNATIONAL BLVD. SEATTLE, WA 98168 REGtivtt) CITY OF TUKrMLA JAN 0 2012 PERMIT CENTER MARK I DATE I DESCRIPTION ISSUE: FINAL SET PROGRESS DATE: 09.12.11 DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO: FILE: All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written consent of the Sabey Corporation. LANDLORD'S COVER SHEET A -1.0 P\2Otb ICE - DHS Tenant Improvement 12500 Tukwila International Blvd. Seattle, WA 98168 SHEET INDEX ARCHITECTURAL * STRUCTURAL A -1.0 LANDLORD'S COVER SHEET S -1.1 PARTIAL PLAN AND DETAIL OF ACCORDION DOOR A -1.1 TITLE PAGE A -1.2 GENERAL NOTES AND INFORMATION A -1.3 GENERAL NOTES AND INFORMATION A -1.4 SITE PLAN, EXITING, AND NOTES AD -2.1 EXISTING CONDITIONS AND DEMO PLAN A -2.1 FINISH /POWER /FIXTURE PLANS A2.2 RCP AND SWITCHING PLAN A -2.3 SCHEDULES, DOOR AND WALL DETAILS A -3.1 INTERIOR ELEVATIONS A -4.1 DETAILS * UNDER SEPARATE CONTRACT WITH THE OWNER PROJECT DESCRIPTION PARTIAL FLOOR TENANT IMPROVEMENT BUILD OUT TO EXISTING RAW SPACE IN THE SOUTHEAST CORNER ON THE FOURTH FLOOR OF AN EXISTING OFFICE BUILDING TO CONTAIN OFFICES, A FITNESS AREA AND TRAINING ROOM FOR LAW ENFORCEMENT OFFICERS; CONSTRUCTION INCLUDES NEW PARTITION WALLS, CASEWORK, CEILINGS, FINISHES AND OTHER FEATURES. EXISTING CONFERENCE ROOM ON 4TH FLOOR TO RECEIVE NEW CARPET TO REPLACE (E) VCT LEGAL DESCRIPTION APN: 102304- 9084 -07, 102304- 9080 -01, 734060 - 0602 -03 LOT 6 OF TUKWILA BLA #L03 -034 REC #20030725900003 LOCATED IN SE 1/4 OF SEC 9 & SW 1/4 10 IN 23 -04. LOT 7 OF TUKWILA BLA #L04 -060 REC #20041008900012 LOCATED IN SE 1/4 OF SEC 9 & SW 1/4 10 IN. RIVERSIDE INTERURBAN TRS LOT 8 OF TUKWILA BLA L02 -057 REC #20030327900002 LOCATED IN SE 1/4 OF SEC 9 & SW 1/4 10 IN 23 -04. PROJECT TEAM VICINITY MAP U.S. DEPARTMENT OF HOMELAND SECURITY 12500 TUKWILA BLVC) INT'L TUKWILA, WA 98168 NOT TO SCALE PLAN NORTH CODE INFORMATION ZONING MIC /L, C /LI, LDR APPLICABLE CODES 2009 INTERNATIONAL BUILDING CODE 2009 INTERNATIONAL MECHANICAL CODE 2009 INTERNATIONAL FIRE CODE CONSTRUCTION TYPE EXISTING BUILDING - TYPE 1 CONSTRUCTION FULLY SPRINKLED (PER NAPFA 13) OCCUPANCY TYPE : B (OFFICE) 2009 UNIFORM PLUMBING CODE 2009 NATIONAL ELECTRICAL CODE 2003 ANSI A117.1 STANDARDS OCCUPANCY CLASSIFICATION EXISTING BUILDING: 261, 121 GROSS SF TOTAL FOURTH FLOOR: 33, 776 GROSS SF TOTAL AREA OF WORK: 3,443 GROSS SF ROOM OFFICES TRAINING /FITNESS CONFERENCE TOTALS CLASSIFICATION BUSINESS BUSINESS BUSINESS GROSS SF 766 1,997 680 3,443 SF DEFERRED SUBMITTALS FIRE SPRINKLERS HVAC ELECTRICAL PLUMBING * UNDER SEPARATE CONTRACT WITH THE OWNER REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 8 2012 City of Tukwila BUILDING DIVISION TOTAL SF /PERSON OCC. 100 SF /PERSON 8 100 SF /PERSON 20 15 SF /PERSON 45 73 N N N G N CD O N 0. O CA O CO N C0 O OWNER IGE III 12201 TUKWILA INT'L BLVD SEATTLE, WA 98168 T: 206.281.8700 F: 206.281.0920 ATTN: SANDRA SUSKIC E: SANRDAS @SABEY.COM * STRUCTURAL ENGINEER ENGINEERS NW 6869 WOODLAWN AVENUE N.E. SEATTLE, WA 98115 P: 206.525.7560 ATTN: DALE KAEMINGK, PE E: DALEK @ENGINEERSNW.COM ARCHITECT JJW ARCHITECTS AND PLANNERS 5628 AIRPORT WAY SOUTH, SUITE 112 SEATTLE, WA 98108 P: 206.420.2242 F: 206.260.9595 ATTN: JEFF WASSERMAN, AIA, LEED AP E: JWASSERMAN @JJWARCH.COM UNDER SEPARATE CONTRACT WITH THE OWNER CONTRACTOR SABEY CONSTRUCTION 12201 TUKWILA INT'L BLVD SEATTLE, WA 98168 T: 206.281.4200 F: 206.281.0920 ATTN: DOUG GARDNER E: DOUGG @SABEY.COM PROPERTY MANAGEMENT SABEY CORPORATION 12201 TUKWILA INTERNATIONAL BLVD SEATTLE, WA 98168 T: 206.281.8700 ATTN: SARAH MARQUES E: SARAHM @SABEY.COM BUILDING KEY PLAN HATCHED AREA INDICATES AREA OF WORK ON THE FOURTH FLOOR OF THE U.S.D.H.S. BUILDING THIS PLAN IS NOT TO SCALE REGtivtu CITY OF TUKWILA JAN 092012 PERMIT CENTER W 0 w DATE 07.7.11 ISSUE Review #1 08.16.11 Review #2 08.23.11 Review #3 08.29.11 PRICING 09.12.11 FINAL SET 01.03.12 PERMIT ISSUE A -1.1 2011 -13 PROJECT NOTES 1. THESE PROJECT NOTES ARE GENERIC IN NATURE. CONTRACTORS INSTRUCTIONS FOR CONSTRUCTION ADMINISTRATION MAY VARY BASED ON THE CONTRACT BETWEEN BUILDING MANAGEMENT AND TENANT. VERIFY WITH BUILDING MANAGEMENT ALL CONSTRUCTION REQUIREMENTS AND CONSTRUCTION ADMINISTRATION RESPONSIBILITIES. THE DESIGNER MAY NOT HAVE CONSTRUCTION ADMINISTRATION. OBLIGATIONS. 2. PLUMBING, ELECTRICAL, MECHANICAL & LIFE SAFETY SHALL BE PERFORMED UNDER THE DESIGN /BUILD CONTRACT. ALL WORK SHALL BE TO CODE. ANY INFORMATION ON THESE DRAWINGS ARE FOR REFERENCE AND SCHEMATIC DESIGN ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF THE DESIGN. VERIFY REQUIREMENTS OF BUILDING MANAGEMENT AND TENANT. REVIEW OF SHOP DRAWINGS, IF APPROPRIATE, IS FOR AESTHETIC REASONS ONLY. DIVISION I - GENERAL CONDITIONS 01010 SUMMARY OF WORK 1. GENERAL DESCRIPTION OF THE PROJECT: NON - STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMMERCIAL OFFICE SUITE, UON. 2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE PLANS, THE CONTRACTOR SHALL SO ADVISE THE DESIGNER WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT THE DESIGNER MAY MAKE ALTERNATE SELECTIONS. 3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. 4. FIRE /EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN PLACEMENT. 5. DESIGN -BUILD INFRASTRUCTURE SHALL BE UNDER A SEPARATE PERMIT BY CONTRACTOR. 6. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.C." (NOT IN CONTRACT), SUCH AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE, EQUIPMENT AND MOBILE KITCHEN APPLIANCES. 7. CONTRACTOR TO PROVIDE ALL FIRE /EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. FIRE /EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS, AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS. 8. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED. 9. ANY MATERIAL USED IN CONSTRUCTION SHALL MEET CURRENT FLAME CODE REGULATIONS. 10. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE BUILDING SHELL STANDARD SPECIFICATIONS. 11. VERIFY ALL BUILDING CONSTRUCTION RULES WITH BUILDING MANAGEMENT. 12. THE GENERAL CONTRACTOR SHALL LAY OUT THE WORK IN CONFORMITY WITH THE REQUIREMENTS OF CONTRACT DOCUMENTS, AND WILL BE HELD RESPONSIBLE FOR PROPER ESTABLISHMENT AND MAINTENANCE OF ALL LINES AND DIMENSIONS. BEFORE DOING AND WORK, THE GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND CONDITIONS AT THE SITE AND NOTIFY THE ARCHITECTS OF ANY DISCREPANCIES. 13. THE CONTRACTORS SHALL USE DIMENSIONS ONLY. DO NOT SCALE PLANS. ALL DIMENSIONS ARE TO FINISHED FACE UNLESS OTHERWISE NOTED. 14. MATERIALS: ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY MANUFACTURERS. ALL LIKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURER AND QUALITY UNLESS OTHERWISE SPECIFIED. DIVISION II - SITE WORK 02050 - DEMOLITION 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN. 2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE /DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABLING TO BE REMOVED FROM TENANT SPACES BELOW. 3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. 4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION NEGOTIATED BY THE PRICING PLAN / SPACE PLAN WITH WORK LETTER SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED. 5. ALL DAMAGED, ALTERED OR REWORKED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH ". 6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK. DIVISION VI - ARCHITECTURAL CARPENTRY AND CASEWORK 06100 - ROUGH CARPENTRY 1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED. 06200 - FINISH CARPENTRY 1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS. 2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED. 06400 - ARCHITECTURAL WOODWORK AND CASEWORK 1. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION. 2. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB. /CU. FT., AT LEAST 3/4" THICK. 3. CABINET HARDWARE: FULL EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, UON IN ELEVATIONS / DETAILS, OR PER BUILDING STANDARD. 4. PLASTIC LAMINATE: HIGH - PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, AND FORMICA, UON. LAMINATE TO BE GENERAL - PURPOSE GRADE .05D" HORIZONTAL AND .030" VERTICAL. 5. INTERIOR CABINET SURFACES AND SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY, UON. 6. SHELF EDGING TO BE VINYL, UON. 7. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. DIVISION VIII - DOORS AND WINDOWS 08210 - WOOD DOORS 1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS. 2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME, UON. 3. DOORS SHALL BE PRE - MACHINED FOR HARDWARE PER HARDWARE SCHEDULE. 4. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW. 5. CONTRACTOR SHALL REVIEW SUITE FOR DOOR STYLE CHANGES AND VERIFY WITH ARCHITECT AND BUILDING MANAGEMENT THE DOOR STYLE TO MATCH IF A VARIATION IS PRESENT. 08710 - FINISH HARDWARE 11. EXTEND ALL SOFFIT FRAMING TO STRUCTURE ABOVE. PROVIDE DIAGONAL BRACING AS NECESSARY. 12. PROVIDE FRAMING FOR SUSPENDED CEILING WITH SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE CODES AND AS SHOWN ON DRAWINGS. 13. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES ETC. ON BOTH SIDES OF CROSSING /PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBLIES. REVIEWED FOR CODE COMPLIANC APPROVED FEB 0 8 2012 City of Tukwila BUILDING DIVISIO 09500 - CEILING SUSPENSION SYSTEMS. 1. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS. 2. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY. VERIFY WITH UILDING MANAGEMENT IF EXISTING CONDITIONS ARE SEISMICALLY BRACED OR PROVIDE PER CODE. Ec COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE AND LATA CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. 4 PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR L GHTING FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS. 5 1. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR LOCATIONS. 2. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE. 3. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE TWO (2) KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM NUMBERS. CONFIRM QUANTITY WITH BUILDING MANAGEMENT. 4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW. 5. ALL DOORS SHALL HAVE A MINIMUM OF 1 -1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, AND ONE DOOR STOP TO MEET ACCESSIBILITY REQUIREMENTS. 6. ALL HARDWARE SHALL BE COMMERCIAL GRADE AND RATED AT REQUIRED ASSEMBLIES. 7. PROVIDE CLOSERS PER HARDWARE SCHEDULE AND AT ALL RATED ASSEMBLIES. 8. ALL HARDWARE SHALL MATCH BUILDING STANDARD IN STYLE AND FINISH. 9. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. 10. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE APPLICATION MADE. 08810 - GLASS 1. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4" TEMPERED SAFETY GLAZING, UON. 2. CONTRACTOR SHALL VERIFY GLASS THICKNESS IS APPROPRIATE FOR DIMENSIONS AND SPANS. 3. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. DIVISION IX - FINISHES 09250 GYPSUM DRYWALL AND METAL STUDS 1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS SHOWN IN THE PLANS. 2. "WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC. 3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, UON. 4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE, UON. 5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES TO THE PARTITION HEADS AND CEILING GRID. 6. FRAMING STUDS: GALVANIZED STEEL STUDS PER CONSTRUCTION PLANS. PROVIDE WITH SHEET METAL BACKING WITHIN ALL WALLS RECEIVING CASEWORK (CABINETS, BOOKSHELVES, ETC.). VERIFY STUD SIZE MATCHES DOOR FRAMES IN STOCK IF APPLICABLE. 7. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED. 8. ALL DRYWALL TO BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED. PROVIDE "M /R" TYPE DRYWALL WHERE REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, UON. 9. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM WHENEVER EDGE OF GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI - EXPOSED. 10. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE FINAL FINISHING AS SPECIFIED. ALL CUTOUTS SHALL BE CENTERED WITHIN ACOUSTIC CEILING TILE, UON. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE ITH MANUFACTURER'S SPECIFICATION AND CODES. 7. ALL JOINTS IN THE TILE FIELD SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER. 8. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12' -0 ". ANCHOR AS REQUIRED. 9. IN AREAS OF ALTERATIONS CONTRACTOR SHALL MATCH CONDITIONS AND MAKE EVERY EFFORT TO ALIGN, LEVEL AND MATCH NEW CEILING TO OLD. CONTRACTOR SHALL REVIEW ALL CEILINGS UPON COMMENCEMENT OF THE PROJECT AND INFORM THE BUILDING MANAGEMENT OF ANY DISCONTINUITIES IN THE CEILING WITHIN 10 DAYS. 09530 - ACOUSTICAL TREATMENT 1. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS. 2. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS AND TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID, UON. 09650 - RESILIENT FLOORING 1. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND MANUFACTURER PER FINISH SCHEDULE. 2. PROVIDE RUBBER - REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE. REDUCING STRIPS TO OCCUR AT ALL AREAS OF FLOOR MATERIAL TRANSITION. 3. BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12 ". NO JOINTS AT OUTSIDE CORNERS OR WITHIN 6" OF CORNERS. 4. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITIOUS UNDERLAY PER MANUFACTURER'S WRITTEN INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 5. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS SPECIFICATION, UON. R ,(itIVtL) CITY OF TUKWILA JAN 092012 PERMIT CENTER 09680 - CARPET 1. PROVIDE COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS. 2. CARPET TO BE INSTALLED AS INDICATED IN DRAWINGS. 3. PREPARE SUB FLOOR WITH LIGHT WEIGHT CONCRETE UNDERLAY WHERE REQUIRED TO PROVIDE APPROVED SUBSTRATE. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'. 4. PROVIDE SEAMING DIAGRAMS FOR ARCHITECT'S REVIEW. 09900 - PAINTING AND STAIN 1. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL, UON. PROVIDE FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS. 2. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS. A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO (2) FINISH COATS. B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH A COMMERCIAL GRADE CLEAR SATIN VARNISH. 3. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3 -B "CUSTOM" (2 COAT) GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES. 4. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3 -B "CUSTOM" (2 COAT) GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES. z 0 cc 0 u_ z GENERAL PROJECT 5. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME. 6. TOUCH -UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES. 7. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM, UON. 8. ALL PAINTED SURFACES SHALL BE PREPARED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (ESPECIALLY IN REGARD TO THE PRIMING OF EXISTING SURFACES). 9. PUTTY ALL NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPLYING FINISH. 10. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. 11. SAND ENAMELED FINISHES APPLIED TO WOODS OR METAL BETWEEN COATS WITH FINE SANDPAPER TO PRODUCE SMOOTH FINISH. DATE 07.7.11 08.16.11 08.23.11 08.29.11 09.12.11 01.03.12 ISSUE Review #1 Review #2 Review #3 PRICING FINAL SET PERMIT ISSUE A-1.2 2011 -13 12. MAKE FINISH WORK UNIFORM AND SMOOTH, FREE OF RUNS, SAGS, DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. DIVISION XII - FURNISHINGS 12500 - WINDOW TREATMENT 1. ALL EXISTING INTERIOR AND PERIMETER MINI BLINDS TO BE BAGGED AND CLEANED TO LIKE -NEW CONDITION. 2. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING MANAGEMENT. 3. ALL INTERIOR SIDELIGHTS TO RECEIVE 1" MINI - BLINDS WHERE INDICATED IN DRAWINGS. 4. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW. DIVISION XV - MECHANICAL 15400 - PLUMBING 1. PROVIDE SUPPLY, WASTE AND VENT LINES, VALVES, FITTINGS, ETC. REQUIRED FOR KITCHEN SINKS, DISHWASHER, REFRIGERATOR, AIR CONDITIONING UNIT(S), VENDING MACHINES, COFFEE MAKER, WATER HEATERS, ETC. 2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS. 4. PROVIDE HOT AND COLD WATER TO SINKS /DISHWASHERS IF APPLICABLE. 5. ALL NEW WATER HEATERS ARE TO BE INSTALLED WITH DRIP PAN CONNECTED TO WASTE LINE. 6. ALL PLUMBING FIXTURES ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL CODES. 7. CONTRACTOR PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 15500 - FIRE PROTECTION 1. ALTER OR INSTALL FIRE PROTECTION SYSTEM PER BUILDING STANDARD, LOCAL REGULATIONS AND ORDINANCES. 2. PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS AS REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT. 3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY APPLICABLE LOCAL CODES AND LAWS. 4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A -10BC 5 -LB, MULTIPURPOSE EXTINGUISHER WITH SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE, UON. 5. FIRE EXTINGUISHERS SHALL BE INSTALLED PER BUILDING STANDARD REQUIREMENTS, UON. VERIFY LOCATION WITH FIRE,MARSHALL. 6. DESIGN BUILD FIRE PROTECTION DRAWINGS INDICATE: A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS. B. PRESSURE REQUIREMENTS. C. SPRINKLER HEAD SPECIFICATIONS. D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS 7. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE HORNS AND STROBES. 8. ALL SPRINKLER HEADS SHALL BE CENTERED IN ACOUSTICAL CEILING TILE, UON. 15800 - HEATING VENTILATING AND AIR CONDITIONING 1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES FOR COMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED. 2. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE: A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS. 3. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 4. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS, FILTERS AND THERMOSTATS. 16000 - ELECTRICAL AND TELECOMMUNICATIONS 1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S REQUIREMENTS. REPLACE OUTLET COVER PLATES TO MATCH NEW FINISH IF APPLICABLE. 2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN. 3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT. 4. ALL OUTLETS AND MUD RINGS TO BE LOCATED AT 18" AFF TO THE CENTER LINE, UON. 5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATION, ALL DEVICES SHALL BE GANGED UON. 6. ALL ELECTRICAL OUTLETS WITHIN THE CODE REQUIRED DISTANCE FROM A SINK SHALL BE ON A GROUND FAULT INTERRUPTED CIRCUIT. 7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS SHALL BE ORANGE, "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A GREEN DOT, "EMERGENCY" OUTLETS SHALL BE RED, AND "DEDICATED" OUTLETS FOR "CLEAN CIRCUIT" FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL COVER PLATES SHALL BE BUILDING STANDARD FINISH, UON. VERIFY WITH BUILDING MANAGEMENT. 8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, COPIERS, COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS. 9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE INSTALLATION OF TENANT'S NEW FURNITURE. 10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE CONCEALED IN FLOORS, WALLS, OR CEILINGS. CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANT'S VENDORS AND SHALL BE COORDINATED BY THE BUILDING MANAGER. 11. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER SUPPLIED FURNITURE SYSTEMS TO INCLUDE BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS, J -BOX LOCATIONS, CONNECTIONS AND WALL MOUNTED REQUIREMENTS. 12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS REQUIRED WITH MATERIAL TO MEET CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE PREPARED TO RECEIVE NEW FLOOR FINISH AS REQUIRED. FLOOR SHALL BE LEFT FLUSH. 13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CIRCUITING SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS AND SHALL MEET OWNER'S GUIDELINES. 14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE CODES. 15. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ELECTRICAL, AND COMMUNICATION COVER PLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET TO A MINIMUM DIMENSION BETWEEN EACH DEVICE. 16. BACK -TO -BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED FOR ACOUSTICAL CONTROL. 17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE TENANT BEFORE INSTALLATION. 18. ELECTRICAL ENGINEER TO PROVIDE DESIGN /BUILD PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. 19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO DESIGN /BUILD DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH DISCIPLINE. 20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE EXACT LOCATION WITH FURNITURE VENDOR. 21. COORDINATE POWER /DATA, FIRE SAFETY DEVICES & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, SYSTEM FURNITURE, FINISHES & CASEWORK. 22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWER /DATA DEVICES AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CASEWORK. 23. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE GRILLS AND THERMOSTATS. 16500- LIGHTING 1. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48" A.F.F. TO MEET THE LATEST ACCESSIBILITY CODES AND REGULATIONS. 2. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED UON. 3. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF CEILING TILE, UON. 4. REUSE ALL EXISTING BUILDING STANDARD FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL ENERGY CODE COMPLIANCE. VERIFY OR PROVIDE NEW LAMPS AND REPLACE FAULTY BALLASTS. 5. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT OF WORK. 6. ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEILING - HEIGHT PARTITIONS, AND ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE. 7. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE: A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES. B. LIFE SAFETY EQUIPMENT. C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES. D. LIGHT FIXTURE SPECIFICATIONS 8. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 9. CONTRACTOR SHALL RE- CIRCUIT AND RE- SWITCH ALL ASPECTS OF TENANT SUITE AND ADJOINING SUITES AS NECESSARY TO FULLY SEPARATE TENANT SUITE FROM OTHERS, AND PROVIDE NEW CORRIDOR, HALLWAY AND OPEN OFFICE SWITCHES AS NEEDED. 17M-0 REt�v��_�`_ CITY OF TUK1MLA JAN 092012 PERMIT CENTER JJW Architects and Planners N N O N O O N iZ 0) 10 O co N O O 4= E O 0 co 441 z 0 cc 0 LL z GENERAL PROJECT m z cO T W _ 00 pzz eTh 0 z z DATE 07.7.11 08.16.11 08.23.11 08.29.11 09.12.11 ISSUE Review #1 Review #2 Review #3 PRICING FINAL SET 01.03.12 PERMIT ISSUE A -1.3 2011 -13 GENERAL SYMBOLS ROOM SF SEE 2 / A -1 I � DETAIL NUMBER CROSS REFERENCE SHEET NUMBER DETAIL OR WALL SECTION BUILDING ELEVATION ELEVATION WITH MULTIPLE ELEVATIONS AT ONE DETAIL NUMBER CASEWORK ELEVATION LEGEND /KEY NOTE COLUMN LINE ROOM TAG DOOR NUMBER WINDOW NUMBER WALL TYPE ENLARGED PLAN/ DETAIL REFERENCE REVISION CLOUD AND TAG REFER TO DETAIL NUMBER SHEET NUMBER Ld i EARTH GRAVEUBALLAST SAND CONCRETE PRECAST CONCRETE STEEL GYM FLOOR WOOD (CONTINUOUS BLOCKING) WOOD (NON- CONTINUOS BLOCKING) WOOD (TRIM/FIN ISH) GLASS STONE == SHINGLES 7777 CONCRETE MASONRY UNIT BRICK VENEER METAL STUDS %! tea: PRECAST (IN PLAN) 7n STEEL (LARGE SCALE) ® r PLYWOOD (LARGE SCALE) .00 ❖.00 GYPSUM WALL BOARD (LARGE SCALE) BATT INSULATION RIGID INSULATION PROTECTION BOARD muumuuuuum CARPET (LARGE SCALE) ACOUSTICAL TILE TILE (LARGE SCALE) ED SYMBOLS NTS EXISITING CONFERENCE ROOM NEW OPEN OFFICE AREA NEW FITNESS AREA OCCUPANT LOAD CALCULATION 2,765 SF (OFFICE) x 100 SF PER OCCUPANT = 28 OCCUPANTS I EXIT REQUIRED, 2 EXITS PROVIDED 680 SF (EXISTING CONFERENCE) x 100 SF PER OCCUPANT = 45 OCCUPANTS I EXIT REQUIRED, 1 EXIT PROVIDED EXITING PLAN SCALE: 1/32"=1'-0" MAX DIST. OF EGRESS = 90' +/- COMMON PATH OF EGRESS = APPROX. 50' NEW TRAINING AREA REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 8 2012 City of Tukwila BUILDING DIVISION ABBREVIATIONS ACT ADJ ADJACENT /ADJUSTABLE AFF ABOVE FINISH FLOOR ALT ALTERNATE ALUM ALUMINUM APPROX APPROXIMATELY ACOUSTICAL CEILING TILE EXST EXT FE FEC FIN FLR FLUOR FR FT FURN GA GALV GL GRD GWB HC HDW HM HT HVAC ARCH BLDG BLKG B/S BTW CAB CLR CLG CL COL COMM COMP CONST CONT CTR CPT CT DF DIA DIM DR DWG E EA ELEC ELEV ARCHITECT AT BUILDING BLOCKING BUILDING STANDARD BETWEEN CABINET CLEAR /CLEARANCE CEILING CENTERLINE COLUMN COMMUNICATION COMPOSITION CONSTRUCTION CONTINUOUS CENTER CARPET CERAMIC TILE DRINKING FOUNTAIN DIAMETER DIMENSION DOOR DRAWING EAST EACH ELECTRIC ELEVATION IN INCL INSUL INT JAN JT LF MAX MECH MFR MIN MISC EXISTING EXTERIOR FIRE EXTINGUISHER FE CABINET FINISH FLOOR FLUORESCENT FIRE RATED FEET FURNISH /FURNISHINGS GAUGE GALVANIZED GLASS /GLAZING GRADE GYPSUM WALL BOARD HOLLOW CORE HARDWARE HOLLOW METAL HEIGHT HEATING, VENTILATING, AIR CONDITIONING INCH INCLUDE INSULATION INTERIOR JANITOR JOINT LINEAL FOOT MAXIMUM MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS MTD MTL N/A NIC N NO NOM NTS OC OPNG OPP ORIG PERM PL PLAM PLYWD PNT PR R RB REF REINF REQ'D REV RM RO SCHED S SC SECT SHR SIM SPEC MOUNTED METAL NOT APPLICABLE NOT IN CONTRACT NORTH NUMBER NOMINAL NOT TO SCALE ON CENTER OPENING OPPOSITE ORIGINAL PERMANENT PLATE PLASTIC LAMINATE PLYWOOD PAINT PAIR RADIUS RUBBER BASE REFRIGERATOR REINFORCING REQUIRED REVISION /REVERSE ROOM ROUGH OPENING SCHEDULE SOUTH SOLID CORE SECTION SHOWER SIMILAR SPECIFICATION SQ STD STL STOR SUSP TEL TV TYP UCR UNO VCT VERT W W/ W/O WC WD WKST SQUARE STANDARD STEEL STORAGE SUSPENDED TELEPHONE TELEVISION TYPICAL UNDER COUNTER REF. UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VERTICAL WEST WITH WITHOUT WALLCOVERING WOOD WORK STATION I2 -0 ABBREVIATIONS NTS 10 REGtivti CITY OF TUKWILA JAN 092012 PERMIT CENTER N N E C U) 0 CO U L O Za C 0 u) co 00))c CD o <N° E lc " CNI CO 43 i. —c' 'CC ‹t Ncc,c6 y coEoo g �� CONN._ —) L() U) Q. Li-L. a) z 0 0 u_ z W 0 0 U 0 z 0 z X W \0 co W z Z (ID 0 ,— C) pzz CC cc 0 Z Z Z Q Q J < W W _ ~ I- CI °o Q W N W i Ur DATE 07.7.11 ISSUE Review #1 08.16.11 Review #2 08.23.11 Review #3 08.29.11 PRICING 09.12.11 FINAL SET 01.03.12 PERMIT ISSUE A -1.4 2011 -13 TING RENCE 36 NG HALL 409 FUTURE OFFICE/TRAINING J nDEMOLITION PLAN SCALE: 1 /8 " =1 ' -0" /-.(E) ROOF SLAB (E) COLUMN CAP (E) FURRING CHANNEL (E) INSULATED EXPOSED SPANDREL WALL - VIF (E) SPRINKLER LINES GLAZING SYSTEM TYPICAL (E) WINDOW HEAD -(E) GWB WRAP VERIFY SIZE (E) EXPOSED COLUMN (E) SILL. (E) INSULATED EXPOSED SPANDREL WALL - VIF 9' -6" TO BOTTOM OF SPRINKLER 1 13' -0" (FIELD VERIFY 2' -0" COL. TYP. EXISITNG CONFERENCE 405 EXISTING VCT ( \TYP. EXISTING WALL CONDITION ELEVATION / \ 3 SCALE: 1/4 " =1' -0" DEMOLTION PLAN KEY NOTES O O O O O O DEMOLISH PORTION OF EXISTING WALL. INSTALL NEW GYP BOARD, TAPE AND MUD TO PREPARE FOR NEW FINISHES. INSTALL NEW GYP. BOARD AND BATT INSULATION BELOW GLAZING ABOVE GLAZING, TAPE AND MUD TO PREPARE FOR NEW FINISHES. INSTALL NEW GYP BOARD TO B.O. EXISTING GYP BOARD (APPROX. 8' -0" A.F.F.), TAPE AND MUD TO PREPARE FOR NEW FINISHES. (V.I.F.) PER DETAIL 3/A4.1 AND 4/A4.1 PROVIDE FURRING AND NEW GYP BOARD. TAPE AND MUD TO PREPARE FOR NEW FINISHES. GYP. BOARD TO BE PLACED 6" ABOVE FINISHED CEILING. REMOVE EXISTING FLOOR AND PREPARE FLOOR FOR NEW CARPET. OTHER GENERAL EXISTING CONDITIONS 1. EXSTING FLOOR IS BARE CONCRETE, U.N.O. 2. WALLS ARE GYPED, TAPED, AND MUDDED, U.N.O. 3. EXPOSED INSULATION TO BE FINISHED. SCALE: 1 /8 " =l' -0" REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 8 2012 City of Tukwila BUILDING DIVISION KEY PLAN REGkIV UI CITY OF T1-A JAN 092012 PERMIT CENTER N.T.S. JJW Architects and Planners Ln 0) Lfi C7 O C0 N O L E 0 U t6 U U co REGISTERED ARCHITECT aims J. Wasserman OF WASHINGTON (1) z 0_ 0 O �- ca W W Z c00o CU) jF-rn Z Ozz P-1 O � oC Z Q < cn U w 1-1- p ~' WNW W DATE 07.7.11 08.16.11 08.23.11 08.29.11 09.12.11 01.03.12 ISSUE Review #1 Review #2 Review #3 PRICING FINAL SET PERMIT ISSUE AD -2.1 2011 -13 45' -7 1/2" 22' -0" 9' -5" 14' -2 1/2" OFFICE OPEN OFFICE AREA FIT ROOM 1CPT -1f 9' -4 1/2" 22' -0 1 2" 14' -2 1/2" POCKET FOR ACCORDIAN DOOR 3, -9" 20' -7" TRAINING ROOM CPT -1 3' -4" 1' -8" 23' -6" OFINISH AND FLOOR PLAN FOR NEW SPACE 1 SCALE: 1/8 " =1' -0" 22' -4 1/2" EXISTING CONFERENCE ROOM CPT -1I REVIEWED FOR CODE COMPLIANCE APPROVED FEB o82o12 City of Tukwila BUILDING DIVISION ;r ) OFIXTURE AND POWER PLAN CORRECTIO 2 SCALE: 1/8 " =1' -0" LTR# WALL SYMBOLS ** NEW WALL NEW WALL, RATED (E) WALL, TO BE FINISHED (E) WALL, TO BE FINISHED, RATED (E) WALL, NOT PART OF THIS SCOPE OF WORK " WALL TYPES ON SHEET A2.3 WITH FINISH SCHEDULE VERIFY CONDITION OF EXISTING WALLS TO BE RATED OWALL TYPES LEGEND 4 SCALE: N.T.S. POWER /COMM. LEGEND ** B/S STD ELECTRICAL DUPLEX OUTLET jj STD COMBINATION VOICE/DATA OUTLET DATA OUTLET -1=1 B/S STD WALL- MOUNTED CARD READER -I] DISTRESS BUTTON CABLE TV OUTLET cJ HD 01E1.B/ DVI / VGA O r;2 F INISH AND FLOOR PLAN (E) CONF. ROOM SCALE: 1/8 " =1' -O" HDMI, USB, DVI AND VGA CONNECTION WHERE REQUIRED PER INDIVIDUAL EQUIPMENT PIECE HD -R65 AIM IN- CEILING SPEAKER 0 J -BOX *" WHERE THERE IS NO CONFLICT WITH OTHER EQUIPMENT, LOCATE STANDARD SWITCHES/ BUTTONS/ READERS, ETC. @ 48" AFF. FOR AREAS OF NON - STANDARD EQUIPMENT PLACEMENT: SEE 1/A4.1 OR FIELD LOCATE GENERAL NOTES 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND LAYOUT OF ALL WALLS PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY ARCHITECT OF DIMENSIONAL DIFFERENCES. 2. HATCHED WALL INDICATES EXISTING DEMISING WALL. TO BE COMPLETED AS A 1 -HOUR FIRE RATED DOOR PER 5 /A4.1 3. NO FIXTURE OR ELECTRICAL WORK TO BE DONE IN EXISTING CONFERENCE ROOM 405. 4. OUTLET /DATA HEIGHTS TO BE INSTALLED PER BSTD. 5. FURNITURE VENDOR TO PROVIDE FURNITURE BASE FEED CONNECTION. ELECTRICAL CONTRACTOR TO INCLUDE FURNITURE CONNECTIONS IN THEIR SCOPE. 6. FURNITURE IS NOT INCLUDED IN CONTRACT AND IS SHOWN AS REFERENCE FOR POWER/DATA LOCATIONS. 7. CONTRACTOR TO HANDLE ALL CABLE AND POWER RUNS AND INSTALLS PLUS CONNECTION TO AND INSTALLATION OF EQUIPMENT. CABLING STANDARDS PER "STRUCTURE CABLING PLANT STANDARD, VERSION 7.1, APRIL 20 2011 ". FOR FULL SCOPE OF WORK REFER TO SHOW DHS -OCIO1 09 13 2011 AND ICE CABLE DROPS AS OF 09 13 11. 8. SCHEDULES, DOOR AND WALL DETAILS SHEET A2.3. KEY NOTES 0 0 O 0 0 0 0 O 0 10 11 0 13 14 15 TREADMILL. PROVIDED BY TENANT. ELECTRICIAN TO PROVE DEDICATED 20 AMP OUTLET FOR EACH MACHINE. ELLIPTICAL MACHINE. PROVIDED BY TENANT. ELECTRICIAN TO PROVIDE DEDICATED 20 AMP OUTLET FOR EACH MACHINE. 4' -0" HIGH BY 10' -0" WHITE BOARD. PROVIDE ADEQUATE BLOCKING. PROVIDED BY CONTRACTOR. ALL SYSTEMS FURNITURE TO HAVE DATA/VOICE AND POWER WHIPS. MILO COMPUTER (IMMUNITION PROGRAM), CONNECT TO MILO PROJECTOR. PROVIDED BY TENANT. WALL MOUNTED FLAT SCREEN TV. PROVIDED BY CONTRACTOR. PROVIDE BLOCKING 7-0" TO 9' -0" A.F.F. ELECTRICIAN TO PROVIDE POWER /COAX AS REQUIRED FOR TV. DROP DOWN SCREEN CONTROL. SECURITY CONTROL STATION TO INCLUDE CAMERA VIEW OF CONNECTION TO SALLY PORT AND GATE, CCTV AND VOICE. DUPLICATE EXISTING IN BUILDING (CONNECT TO FIRST FLOOR SECURITY ROOM). CCTV AND LCD TV TO BE PROVIDED BY CONTRACTOR. FINAL LOCATION TO BE DETERMINED BY SPACING/SIZING OF SECURITY EQUIPMENT BEING INSTALLED ABOVE. SEE D /A -3.1. COPIER PROVIDED BY TENANT. CONTRACTOR TO PROVIDE DEDICATED 20 AMP OUTLET. MILO PROJECTOR PROVIDED BY TENANT. LOCATE PER RCP. CONTRACTOR TO PROVIDE SIX (6) CAT 6 NETWORK CABLES , CONNECTION DIRECTLY TO THE WALL, FOR CAT 6 HDMI& VGA EXTENDERS CABLES FOR THIS PROJECTOR PLUS MILO SENSOR CONNECTOR. 8'X10' COSMOPOLITAN ELECTROSOL ROLL DOWN SCREEN WALL MOUNTED AT OR BELOW ACT - PROVIDE ADEQUATE CLEARANCE FROM WHITEBOARD. SEE 4/A4.1 FOR MOUNTING DETAILS. PROVIDED BY CONTRACTOR. PROJECTOR #2: PROVIDE SIX (6) CAT 6 CABLES, CONNECTING DIRECTLY TO WALL FOR CAT 6 HDMI & VGA EXTENDERS. FURNITURE VENDOR TO PROVIDE THE ELECTRICAL BASE FEED THE ELECTRICAL CONTRACTOR NEEDS TO HARDWIRE TO THE WALL AND MAKE SNAP -IN CONNECTIONS TO THE FURNITURE AND INSTALL THE PANEL -TO -PANEL SNAP -IN CONNECTS IN THE CUBE FURNITURE. RECEIVED EXISTING WALL - REFER TO CONDITION - FIELD VERIFY �% ADDITIONAL CCTV MONITOR IN MAN 27 2012 WORKSTATION. LOCATE MONITOR SO THAT THEY STE ACCESSIBPM TO A SEAT 1 NTR STATION. EQUIPMENT AND � � V I CONTRACTOR. PROVIDE BA KI U DATE 07.7.11 ISSUE Review #1 08.16.11 Review #2 08.23.11 Review #3 08.29.11 PRICING 09.12.11 FINAL SET 01.03.12 PERMIT ISSUE 01.23.12 PC#1 A -2.1 2011 -13 OPEN OFFICE AREA FIN. CLG. HEIGHT 9, -4" A OFFICE FIN. CLG. HEIGHT 9' -4" FIT ROOM FIN. CLG. HEIGHT 9, -4" .646 „6 ,wm„46 �� .■■ IPM A TRAINING ROOM FIN. • 9' -4" - ..17' -0" REFLECTED CEILING PLAN SCALE: 1/8"=V-0" ZF EQUIPMENT SCHEDULE ROOM DESCRIPTION MANUFACTURER MODEL INSTALLATION PROVIDED BY NOTES 401 TRAINING SYSTEM IES INTERACTIVE MILO RANGE CONTRACTOR CLIENT 401 CEILING PROJECTOR SECURITY CAGE ERGO IN DEMAND, INC. PE1120 CONTRACTOR CONTRACTOR 401 MILD PROJECTOR HITACHI CPX3 CONTRACTOR CLIENT 401 PROJECTOR #2 INFOCUS IN3114 CONTRACTOR CONTRACTOR 403 COMPUTER /CCTV AND VOICE CONTROLS TBD TBD CONTRACTOR CONTRACTOR 403 WALL CONTROL PANELS FOR SALLY GATE TBD TBD CONTRACTOR CONTRACTOR 403 32" L LCD TV OF TBD TBD CONTRACTOR CONTRACTOR COMPOSITE HDMI, ANALOG AUDIO, YELLOW T VIDE PLUG-IN) (RE 402 42" LCD TV FIT ROOM TBD TBD CONTRACTOR CONTRACTOR HDMI, ANALOG AUDIO, COMPOSITE VIDEO (RED, YELLOW AND WHITE PLUG -IN) EQUIPMENT SCHEDULE SCALE: NTS GENERAL NOTES 1. NO CEILING WORK TO BE DONE IN EXISTING CONFERENCE ROOM 405 (CONFERENCE ROOM NOT SHOWN HERE). 2. FINISH CEILING HEIGHT 9' -4" IN ALL LOCATIONS. (V.I.F.) 3. CONTRACTOR TO HANDLE ALL CABLE AND POWER RUNS AND INSTALLS PLUS CONNECTION TO AND INSTALLATION OF EQUIPMENT. 4. PROVIDE OCCUPANCY SENSORS THROUGHOUT PER CODE REQMT'S. 5. FIT ROOM/TRAINING ROOM TO MEET IBC /IMC REQUIREMENTS ON VENTILATION AND AIR EXCHANGE PER HOUR. 6. EMERGENCY LIGHTING TO BE HOOKED TO GENERATOR. KEY NOTES OELECTRICALLY OPERATED PULL DOWN SCREEN - SEE FIXTURE PLAN FOR MORE INFORMATION. CONTRACTOR PROVIDE POWER AND CABLING PER 1/A2.1. 2 MILO PROJECTOR PER FIXTURE PLAN. INSTALLED BY CONTRACTOR; INSTALL MIN. 16' -0" FROM SCREEN TO MAX OF 20' -0" FROM SCREEN. PROVIDE CABLING AND POWER PER 1/A2.1 CEILING MOUNTED SECURITY CAGE PORVIDED BY AND INSTALLED BY CONTRACTOR; INSTALL PER PROJECTOR SPECIFICATIONS. O3" CONDUIT FOR HTMI /USB /DVI /VGA CONNECTED TO BOTH PROJECTORS PROJECTOR #2 AS PROVIDED BY CONTRACTOR. PROVIDE CABLING AND POWER PER 1/A.21 CEILING LEGEND 2' -0" X 4' -0" FLUORESCENT FIXTURE I EXIT SIGN -CA- SWITCH Qs SPEAKER PER FIXTURE PLAN 0 J -BOX ** WHERE THERE IS NO CONFLICT WITH OTHER EQUIPMENT, LOCATE STANDARD SWITCHES/ BUTTONS/ READERS, ETC. @ 48" AFF. FOR AREAS OF NON - STANDARD EQUIPMENT PLACEMENT: FIELD LOCATE REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 8 2012 City of Tukwila BUILDING DIVISION REGO'L CITY OF TUKWI A JAN 0 y 2012 PERMIT CENTER JJW Architects and Planners 206.260.9595 E O 0 E l0 E a) 0) d J J) F- m z Z<co < wz W p T 0_ > � pzz z 0_ °CI- J 2 Z z w a�Q w l-DLLi U Lll ooI- J w�LLI LL U N Cn w DATE 07.7,11 ISSUE Review #1 08.16.11 Review #2 08.23.11 Review #3 08.29.11 PRICING 09.12.11 FINAL SET 01.03.12 PERMIT ISSUE A -2.2 2011 -13 FINISH SCHEDULE FINISH NOTES: 1. PAINT COLOR IS FOR MATCH. 2. VINYL BASE IS NOT AN ACCEPTABLE SUBSTITUTE. PROVIDE ALTERNATIVES TO VINYL IN THE PROJECT. CONSULT ARCHITECT. 3. ADHESIVE IS TO BE LOW VOC. 4. FLOORS ARE TO RECEIVE CPT -1, UNO. 5. WALLS ARE TO RECEIVE P -1, UNO. 6. WALL BASE IS TO BE B -1, UNO. 7. PROVIDE 10% OVERAGE ON CARPET. 8. VERIFY CORRIDOR FINISHES WITH MANAGEMENT. MATCH EXISTING CORRIDOR. SYMBOL DESCRIPTION MANUFACTURER STYLE COLOR /FINISH INSTALLATION SIZE CONTACT NOTES 2/A -2.3 CARPET SHAW RIPPLE 50881 SURGE 81510 GLUE DOWN N/A 1 L CPT -1 H.M. P -1 PAINT ICI COLOR PREVIEW GWB EGGSHELL FINISH - SAND WHITE 639 MEDIUM NAP ROLLER N/A ACCORDION DOOR 1 NOTE 1 /7 L RUBBER BASE JOHNSONITE RUBBER TIGHTLOCK (TDC -4 -') 54 DUSK GLUE ON 1/4" X 4" NOTES 1, 2, 4, 5 i WITH CPT -1, NOTE 2 B -1 B MO BLINDS LEVOLOR HORIZONTAL TBD CONFIRM W /LANDLORD 4A/A -2.3 1" NONE ALL EXTERIOR WINDOWS TO MATCH BSTD BL 2 BLACK -OUT SHADES LEVOLOR ACCORDIA SINGLE CELL BLACKOUT TBD CONFIRM W /LANDLORD 13/4 9/16" 3 EXTERIOR WINDOWS AT TRAINING ROOM CT CEILING TILE ARMSTRONG FINE FISSURED 1824 WHITE (WH) A 2' X 4' 3'- 0 "x7' -0" SCORED TO SECOND LOOK O FINISH SCHEDULE SCALE: N.T.S. WALL PER PLAN 0 SCALE: 1 " =1' -0" HM DOOR FRAME DOOR PER SCHEDULE JAMB DETAIL 1/2 ".1 LATERAL SUPPORT CHANNEL REQUIRED FOR UNISPAN UNISPAN TRUSS ASSEMBLY HEADER SIDE PANEL OUND ATTENUATION ACO 5 112" WHEN OPEN 7 1/2" WHEN STACKED FINISH FLOOR, TOP OF SLAB DOOR PER SCHEDULE OSCALE: 1 " =1' -0" WALL PER PLAN HM DOOR FRAME HEAD DETAIL HEAD /BASE DETAIL (ACCORDION DOOR) PAINT HOLLOW METAL TO MATCH EXISTING CONDITIONS (E) CONCRETE COLUMNS 222MAL EPOSTw! JAMB MOLDING ©ANCHOR POST HORIZONTAL SECTION (ACCORIDIAN DOOR) SCALE: 1"=1'-0" FLUSH S.C. WOOD DOOR DOOR FINISH TO MATCH BLDG STANDARD DOOR TYPES DOOR & FRAME SCHEDULE DOOR # ROOM LOCATION TYPE LEAFS OPENING SIZE THK. FRM. TYPE HDW. SET HEAD JAMB SILL DOOR NOTES INTERIOR DOORS * 401 L. A 1 HUFCOR STRUCTURAL SUPPORT SYSTEM TO BE INSTALLED HERE 5A 13% H.M. A -2.3 2/A -2.3 3/A -2.3 MP r__ NOTES 1, 2, 4, 5, ' * 402 TRAINING ROOM A 1 L 13/ H.M. 1 2/A -2.3 I I NONE NOTES 1, 2, 4, 5 '-7" 403 FIT ROOM ACCORDION DOOR 1 1 /7 L 13/4 H.M. 2 I 111, NONE NOTES 1, 2, 4, 5 i DOOR & FRAME SCHEDULE DOOR # ROOM LOCATION TYPE LEAFS OPENING SIZE THK. FRM. TYPE HDW. SET HEAD JAMB SILL DOOR NOTES INTERIOR DOORS * 401 TRAINING ROOM A 1 3'- 0 "x7' -0" 13% H.M. 1 2/A -2.3 3/A -2.3 NONE NOTES 1, 2, 4, 5, ' * 402 TRAINING ROOM A 1 3'- 0 "x7' -0" 13/ H.M. 1 2/A -2.3 3/A -2.3 NONE NOTES 1, 2, 4, 5 '-7" 403 FIT ROOM A 1 3'- 0 "x7' -0" 13/4 H.M. 2 2/A -2.3 3/A -2.3 NONE NOTES 1, 2, 4, 5 i 404 FIT ROOM B - 20'- 7 "x9' -3" - - MANUF. 4A/A -2.3 4B /A -2.3 NONE NOTES 2, 3, 5 405 OFFICE A 1 3'- 0 "x7' -0" 13/4 H.M. 3 2/A -2.3 3/A -2.3 NONE NOTES 1, 2, 4, 5 * 406 EXISTING SUITE DOOR A 1 3'- 0 "x7' -0" 13/4 H.M. 1 2/A -2.3 3/A -2.3 NONE EXISTING DOOR 7 DOOR & FRAME SCHEDULE NOTES 1. SEE HARDWARE SPECIFICATIONS FOR HARDWARE, TYPES AND INSTALLATION. CONTRACTOR PROVIDES KEY CORES. 2. DOOR WIDTH & HEIGHT ARE NOMINAL DIMENSIONS FROM JAMB TO JAMB AND FINISH FLOOR TO BOTTOM OF FRAME AT HEAD. REFER TO SPECIFICATIONS FOR CLEARANCES. 3. PROVIDE MANUFACTURER'S STANDARD MANUAL OPERATION AND LATCHING HARDWARE. 4. DOOR CONSTRUCTION SHALL PROVIDE ATTACHMENT OF WITHOUT THROUGH - BOLTS. 5. DOOR / HARDWARE SHALL COMPLY WITH ALL APPLICABLE IBC & ACCESSIBILITY REQUIREMENTS. 6. DOOR HARDWARE TO MATCH EXISTING BUILDING STANDARD - FALCON MORTISE LOCK. *7. D DOOR NUMBERS 401, 402, 406 ARE CORRIDOR DOORS AND SHOULD HAVE A MINIMUM OF 20 MINUTE RATING. VERIFY EXISTING DOOR 406 MEETS THIS REQUIREMENT. ODOOR SCHEDULE AND NOTES SCALE: NTS CAULKING BOTH SIDES OF WALL HOLD GWB AWAY FROM SLAB 1/2" CONT. 2 1/2" 20 GA SLIP JOINT TRACK W/ 2 - #10 SCREWS AT 24" 00. CLG. GRID EDGE TRIM PER DETAIL 7/A -4.1 5/8" GWB OVER 2 1/2" x 20 GA. METAL STUD @ 24" O.C. FILLED WITH SOUND ATTENUATION BATT INSULATION. 2 1/2" X 20 GA STL STUD BOTTOM TRACK. FASTEN W /SHOT PIN IN PLASTIC WASHER HILTI # DS 42 P10, TYP. OSCALE: 1/2 " =1' -0" NEW DEMISING WALL GYP BOARD TENANT SIDE CONSTRUCTION PER GAWP 1073 OR 1076 TO ACHIEVE STC RATING OF 45 MIN *NOTE: WHERE "RATED WALL" IS INDICATED ON 1/A2.1, VERIFY CONDITION OF EXISTING DEMISING WALLS IN FIELD AND USE UL 941 TO CREATE ONE HOUR R TED A SEMB Y WAL WALL TYPES .90-4-0\D REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 8 2012 City of Tukwila BUILDING DIVISION RECEIVED JAN 27 2012 PERMIT CENTER VJ a I— w 0 0 z ra ( J 0 2 U 0 0 0 z LL 1- z 0 cc 0 2 Lu z z 0 W 0 07.7.11 08.16.11 08.23.11 08.29.11 09.12.11 01.03.12 01.23.12 0 J 137 J z 0 F- a cc z J_ 1- 0 N co co T co 0) 0 0 Lu- Z v/ J 1- W ISSUE Review #1 Review #2 Review #3 PRICING FINAL SET PERMIT ISSUE PC#1 A -2.3 2011 -13 HARDWARE SETS HARDWARE GROUP HARDWARE REMARKS SET 1 SINGLE, ENTRY LOCKSET TED 1 ENTRY FUNCTION LOCKSET WITH INTEGRAL DEAD BOLT LOCK (1) PAIR HINGES 1 DOOR CLOSER AND LOCK GUARD 1 FLOOR - MOUNTED DOOR STOPS 1 CARD READER (RELEASE SWITCH WHERE INDICATED) 1 ELECTRIC STRIKE VERIFY LOCATION OF RELEASE SWITCH WITH TENANT. *NOTE 6 IN DOOR NOTES. ET 2 SINGLE, PASSAGE LATCHSET NON -RATED 1 PASSAGE LATCHSET (1) PAIR HINGES 1 WALL- MOUNTED DOOR STOP SET 3 SINGLE, OFFICE LOCKSET NON -RATED 1 OFFICE FUNCTION LOCKSET (1) PAIR HINGES 1 WALL- MOUNTED DOOR STOP .90-4-0\D REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 8 2012 City of Tukwila BUILDING DIVISION RECEIVED JAN 27 2012 PERMIT CENTER VJ a I— w 0 0 z ra ( J 0 2 U 0 0 0 z LL 1- z 0 cc 0 2 Lu z z 0 W 0 07.7.11 08.16.11 08.23.11 08.29.11 09.12.11 01.03.12 01.23.12 0 J 137 J z 0 F- a cc z J_ 1- 0 N co co T co 0) 0 0 Lu- Z v/ J 1- W ISSUE Review #1 Review #2 Review #3 PRICING FINAL SET PERMIT ISSUE PC#1 A -2.3 2011 -13 PROPOSED WALL MOUNTED PROJECTION SCREEN MOUNTED ON WALL - COORDINATE WITH A.C.T. AND LOCATION OF WHITE BOARD. PROVIDE CLEARANCE OF SCREEN FROM WHITE BOARD AND PROVIDE ADEQUATE BLOCKING. SEE 4/ A4.1 FOR MOUNTING DETAILS. (SHOWN WITH SCREEN ROLLED UP) - 444.4. - . -. ; .............. ......................... ........•......- ............... .....4...........4..4444....... -- _4444... �.... �.......:.::....6. �.............. �................., - - - -- �..... - -- -- •-------------•-----------•----------.....-------------------------------------------- - - - - -- - - - -- COL. PER PLAN T 8" 13' -1 1/2" PROPOSED WHITEBOARD LOCATION cA) WEST ELEVATION OF TRAINING ROOM SCALE: 1 /4 " =1 ' -0" PROPOSED WALL MOUNTED PROJECTION SCREEN MOUNTED ON WALL - COORDINATE WITH A.C.T. AND LOCATION OF WHITE BOARD. PROVIDE CLEARANCE OF SCREEN FROM WHITE BOARD AND PROVIDE ADEQUATE BLOCKING. SEE 4/ A4.1 FOR MOUNTING DETAILS. (SHOWN WITH SCREEN ROLLED UP). -- -4------ .-- .-----.X.K.X4-44-- - ... -- 4444 -- 4444 - -- - ........ .... ................. ............................... 4444 - 4444, 4444 .......... 4444 ........... ........ .. .,. 4444. ... .• �. �.......... �4.........��............. �.... ♦'.J'�.9� ��.. �.X■44:44.. ♦'..................... �. �..- •- - - -�• - - - -C 4444. -4444. -- - -''�� - -- --- --- - - - - -- --- - -- -------- - - - - -- •- - - - - -� --------------- - -• - -- - - -- - -- -- •- - - - - -- �B NORTH ELEVATION OF TRAINING ROOM \ SCALE: 1/4 =1' -0" 000 I o J -BOX FOR MILO J -BOX FOR PROJECTOR #2 J -BOX FOR QUAD OUTLET cc) 1 G' 16" AFF$CL LOCATE CABLING, DATA J -BOX AND ADDITIONAL POWER J -BOX ON WALL DIRECTLY ADJACENT TO COLUMN ELEVATION OF COLUMN @ C/11 SCALE: 1 /4 " =1' -0" POWER, DMA TV EQUIPMENT 0 0 32" LCD TV POWER, DATA, CABLE (E) DOOR AND FRAME MONITORS 22" CCTV 00 0 ELECTRONIC CONTOLS LIGHT SWITCH SALLY PORT GATE COTN OLS 72" AFFrL 48" AFF$Q NOTE: DOOR LOCATION AND WALL SPACE REPRESENTS BEST KNOWN DIMENSIONS - PLEASE VERIFY ALL LOCATIONS IN FIELD REVIEWED FOR CODE P R APPROVED CE FEB 0 8 2012 City of Tukwila BUILDING DIVISION t ELEVATION OF ENTRY CONTROLS @ OFFICE SUITE 403 SCALE: 1/4 " =1' -0" REGklvt') CITY OF TUKWILA JAN 0 9 2012 PERMIT CENTER JJW Architects and Planners N (1) 0 u) co cu � o Q 0.�j co cNi Q � N O) N CO • N O O N N • z J Q w D W = I— I- �°oQ LV N Uri DATE 07.7.11 ISSUE Review #1 08.16.11 Review #2 08.23.11 Review #3 08.29.11 PRICING 09.12.11 FINAL SET 01.03.12 PERMIT ISSUE A -3.1 2011 -13 \ \ \\ `\ \ \ PROPOSED WHITEBOARD LOCATION o r m ./ \\\ '\ \\ 16' -5" ' �B NORTH ELEVATION OF TRAINING ROOM \ SCALE: 1/4 =1' -0" 000 I o J -BOX FOR MILO J -BOX FOR PROJECTOR #2 J -BOX FOR QUAD OUTLET cc) 1 G' 16" AFF$CL LOCATE CABLING, DATA J -BOX AND ADDITIONAL POWER J -BOX ON WALL DIRECTLY ADJACENT TO COLUMN ELEVATION OF COLUMN @ C/11 SCALE: 1 /4 " =1' -0" POWER, DMA TV EQUIPMENT 0 0 32" LCD TV POWER, DATA, CABLE (E) DOOR AND FRAME MONITORS 22" CCTV 00 0 ELECTRONIC CONTOLS LIGHT SWITCH SALLY PORT GATE COTN OLS 72" AFFrL 48" AFF$Q NOTE: DOOR LOCATION AND WALL SPACE REPRESENTS BEST KNOWN DIMENSIONS - PLEASE VERIFY ALL LOCATIONS IN FIELD REVIEWED FOR CODE P R APPROVED CE FEB 0 8 2012 City of Tukwila BUILDING DIVISION t ELEVATION OF ENTRY CONTROLS @ OFFICE SUITE 403 SCALE: 1/4 " =1' -0" REGklvt') CITY OF TUKWILA JAN 0 9 2012 PERMIT CENTER JJW Architects and Planners N (1) 0 u) co cu � o Q 0.�j co cNi Q � N O) N CO • N O O N N • z J Q w D W = I— I- �°oQ LV N Uri DATE 07.7.11 ISSUE Review #1 08.16.11 Review #2 08.23.11 Review #3 08.29.11 PRICING 09.12.11 FINAL SET 01.03.12 PERMIT ISSUE A -3.1 2011 -13 CURTAIN WALL SYSTEM W/ 1" INSULATED SPANDREL GLAZING DIM. PT. { TERMINATE GWB 6" ABOVE ACOUSTIC CEILING W J 0 W 2 U (1) 2 2 LL_ W 0 l /4" OR 7 %4" -/ I WINDOW HEADER DETAIL SCALE: 3 " =1' -0" SUSPENDED ACOUSTIC CEILING 5/" TYPE "X" GWB ON 2Y2' METAL STUDS W/ R -11 BATT INSULATION GAUGE ANGLE APPLIED TO MUTIN METAL EDGE CONTINUOUS SEALANT AT JOINT 17 9 LEFT VIEW 4'' /e" METHODS OF INSTALLATION MOTOR END F\ OVERALL LENGTH OF CASE BETWEEN HANGER EYES '/4" DIAMETER HOLE FOR \ �`y (' WALL INSTALLATION 31." DIAMETER FOR CEILING MOUNTING ENCLOSURE COVER ' /a' DIAMETER OPENING FOR ELECTRICAL SETTINGS PICTURE SURFACE CEILING MOUNTED USE No 6 BRACKETS O HANG BEHIND BEAM OR VALANCE PICTU SURF r- PICTURE SURFACE CONCEALED r--- P CTURE SURFACE RI 6" (VERIFY jr W/ CONDITION) ANOD. ALUM.! WINDOW SYSTEM W/ 1" INSULATED GLAZING DIM. PT. ANOD. ALUM. WINDOW SYSTEM W/ 11 INSULATED SPANDREL GLAZING — 2 -HR FIRE SAFING: USG UL- LABLED THERMAFIBER CW FIRESPAN 90, INSULATION SYSTEM, PER UL REPORT DATED 1 -11 -93 OR EQ. INSTALL AT ALL FLOORS & ROOF LEVELS IN CURTAIN WALLS. (TYPICAL) DIM. PT. EMBEDED CONNECTIONS POINTS, COORDINATE WITH PRECAST CONCRETE & WINDOW SUPPLIER, AND STRUCTURAL ENGINEER. 3/4 "OR7 1/4 ,, ANOD. ALUM. STOOL TRIM TO MATCH CURTAIN WALL SYSTEM ON 2 %2'METAL STUDS W/ 5 /g' TYPE "X" GWB W/ R -11 BATT INSULATION 5/" TYPE "X" GWB ON 2%" METAL STUDS W/ R -11 BATT INSULATION P/T CONCRETE SLAB WINDOW SILL DETAIL SCALE: 3 " =1' -0" SUGGESTED MOUNTING METHOD. CONTRACTOR TO COORDINATE DISTANCE THE CASE SHOULD BE MOUNTED OUT FROM THE WALL IN ORDER TO PROVIDE CLEARANCE OF THE PROJECTOR SCREEN FROM THE PEN TRAY OF WHITEBOARD INSTALLED BELOW. FIELD VERIFY. PROJECTION SCREEN MOUNTING OPTIONS SCALE: N.T.S. REVIEWED FOR CODE COMPLIANCE APPROVED FEB 082012 City of Tukwila UILDING DIVISION FASTEN VERTICAL STRUT FROM MAIN RUNNER TO STRUCTURAL SUPPORT ABOVE HEAVY GAUGE WIRE "PIN ". VERTICAL WIRE HANGER -NO. 12 GAUGE @ 4' -0" O.C. OR NO. 10 GAUGE @ 5' -0" O.C. ALONG MAIN RUNNERS W/3 WIRE TURNS. INSTALL WITHIN 1:6 OUT OF PLUMB UNLESS COUNTER SLOPING WIRES ARE PROVIDED. HEAVY DUTY MAIN RUNNER AT 4' -0" O.C. VERTICAL STRUT @ 12' -0" EACH DIRECTION AND 6' -0" MAX FROM WALL, FASTENED TO MAIN RUNNER AND CUT TIGHT TO STRUCTURE ABOVE, HELD IN ACE BY VERTICAL WIRE HANGER AND HEAVY GAUGE WIRE PIN. LATERAL BRACING: SPLAY IRE PODS. SEE NOTE 1. HEAVY DUTY CROSS RUNNER INSTALLATION INSTALL PER ASTM C 636, STANDARD PRACTICE FOR INSTALLATION OF METAL CEILING SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY -IN PANELS. SUSPENDED CEILING SUPPORT DATA. 1. LATERAL SUPPORT SHALL BE PROVIDED BY FOUR WIRES OF MIN. 12 U.S. GAUGE SPLAYED IN FOUR DIRECTIONS, 90 DEGREES APART AND CONNECTED TO THE MAIN RUNNER WITHIN 2" OF THE CROSS RUNNER AND TO THE STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. THESE LATERAL SUPPORTS SHALL BE PLACED 12' -0" O.C. IN EACH DIRECTION, WITH THE FIRST POINT WITHIN 4' -0" FROM EACH WALL. 2. WIRE TIES TO HAVE 3 TIGHT TURNS WITHIN 3 ". 3. PROVIDE 2" MIN WIDTH PERIMETER SUPPORTING CLOSURE WALL ANGLE. 4. ATTACH GRID TO THE WALL ANGLE AT TWO ADJACENT SIDES, POP RIVETS ACCEPTABLE. AT OTHER SIDES PROVIDE 3/4" CLEAR BETWEEN END OF GRID A ND WALL. 5. PROVIDE STABILIZER BAR TO PREVENT SPREAD OF MAIN BEAMS AND CROSS TEES. 6. PROVIDE PERIMETER SUPPORT (TAIL) WIRES WITHIN 8" OF WALL EDGES. 7. PROVIDE SEISMIC JOINT TO LIMIT UNINTERRUPTED CEILING SYSTEMS TO 2,500 SF. 8. PROVIDE POSITIVE BRACING AT CEILING PLANE CHANGES. 9. SUPPORT CABLE TRAYS AND ELECTRICAL CONDUIT INDEPENDENTLY OF CEILING. 10. FOR CEILINGS WITHOUT RIGID BRACING PROVIDE 2" OVERSIZE RING, SLEEVE OR ADAPTOR THROUGH TILE TO ALLOW FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS, OR PROVIDE SPRINKLER HEAD EXTENSION TO HAVE A SWING JOINT THAT PROVIDES THE 1" HORIZONTAL MOVEMENT REQUIRED. SUSPENDED CL. SUPPORT DATA / SCALE: NTS t2lf2oEo R�Ciu CITY OF tTUIi` JAN 0 9 2012 PERMIT CENTER N N Nco CU a O -0 u) o co co Nr N -C § <Q °gym �j co co co N —)L()(1) 206.260.9595 0 ca z z co Or 0zz CC cc 0 ui 0 z Z = Q J_ Z W W I I— I— 0 Q O Q WNLLI Ur DATE 07.7.11 08.16.11 08.23.11 08.29.11 09.12.11 01.03.12 ISSUE Review #1 Review #2 Review #3 PRICING FINAL SET PERMIT ISSUE A -4.1 2011 -13 L: \2002files \02110 \02110005 \S1 — PARTIAL PLAN & SECTION- 8- 02110005.dwg, 01- 06 -12, 2:53pm, davet, 8 GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION 1. DESCRIPTION Building Name & Site Location - Tukwila, WA Building Dept. Contact - Mr. Allen Johanessen, telephone 206 - 431 -3670. 2. DESIGN CODE AND STANDARDS Applicable Code (Edition /Name) - 2009 International Building Code (IBC) Other documents referenced by these notes shall be the specific edition referenced by the building code specified above, or if not specified, shall be the latest edition. Code supplement & Date - N/A 3. DESIGN LOADS a. Seismic Ss = 1.509, S1 = 0.566, Ie = 1.0, Site Class "D" and Seismic Design Category = "D ", Seismic Use Group I. SDS = 1.006, SD1 = 0.566. Basic Seismic Force Resisting System = SRCMF Cs = 0.125, R = 8 Equivalent Lateral Force Procedure used. OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. EXIST. P.T. CEILING 14' -8" P1546 w/ i"fib POWER SNAKE + EMBED 1t" MAX. UNISTRUT P -1000 CO 4' -0" O.C. & 1' -0" 0 ENDS. USE BRAE EA. WAY 0 ENDS w/ f "g) CHANNEL NUTS P1546 w /HHXN TO MFR. TOP CHANNEL 10 11 30' -O" 30' -0" FOLDING PARTITION APPARATUS PER MFR. PARTITION APPARATUS SUPPORT DETAIL AT INTERIOR COL.' CONNECT TO COL. 0 BASE DO NOT ATTACH TO SLAB 2 i "O POWER SNAKE + ANCHOR BOLT (EMBED 14 ") PARTITION APPARATUS BASE DETAIL SECTION A -1 12" = 1' -O" A s• ••�� L J 6' -6" L 1 J A-1 I1 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 08 2412 City of Tukwila BUILDING DIVISION _ 0 0 N 0 M AREA OF WORK _ 0 0 M in 01 -06 -12 I ENGINEER: D. LAKE DRAWN: D. LAKE DRAWING REVISIONS PERMIT SUBMITTAL SHEET NO: si z WSTRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. 6869 Woodlawn Ave. N.E., #205 Seattle, Wa. 98115 Ph: (206)525 -7560, Fax: (206)522 -6698 www.engineersnw.com 12,"0 PARTIAL 4TH FLOOR PLAN �6 REc IVY�,_r CITY OF TUKWILA JAN 0 2012 PERMIT CENTER z 0 eri z W = O U) 0 z_1 zW z WO0 > 4 `J 0 z z CE 12L F--< z� Q Q (/) ~ (f) oo w if) > —100 U m0) JOB NO: 02110005 ENGINEER: D. LAKE DRAWN: D. LAKE DATE: 01 -06 -12 SHEET NO: si