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Permit D11-114 - PROFESSIONAL PLASTICS - OFFICES
PROFESSIONAL PLASTICS 6233 SEGALE PARK DR D D11-114 City o?Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci . tukwi la. wa. us DEVELOPMENT PERMIT Parcel No.: 3523049112 Address: 6233 SEGALE PARK DR D TUKW Suite No: Project Name: PROFESSIONAL PLASTICS Permit Number: Issue Date: Permit Expires On: D11 -114 05/12/2011 11/01/2011 Owner: Name: SEGALE PROPERTIES LLC Address: PO BOX 88028 , TUKWILA WA 98138 Contact Person: Name: BARRY BENNETT Address: PO BOX 88028 , TUKWILA WA 98188 Contractor: Name: SEGALE PROPERTIES LLC Address: PO BOX 88028 , TUKWILA WA 98138 Contractor License No: SEGALPL902CQ Phone: 206 - 396 -2012 Phone: 206 - 575 -2000 Expiration Date: 04/01/2012 DESCRIPTION OF WORK: CONSTRUCT THREE (3) NEW OFFICES (NON- STRUCTURAL). DEMO THREE (3) NON - STRUCTURAL WALLS. (SEE 10- 001 -BPA) Value of Construction: $18,630.00 Fees Collected: $748.15 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: III -N Occupancy per IBC: 0008 Electrical Service Provided by: * *continued on next page ** doc: IBC -7/10 D11-114 Printed: 05 -12 -2011 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 governing this work will be complie 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: d 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 pr construction or the performance of work. to this permit. to give authority to violate or cancel the provisions of any other state or local laws regulating authorized to sign and obtain this development permit and agree to the conditions attached Signature: Print Name: l <1 "A /rf! // Date: 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: ** *FIRE DEPARTMENT CONDITIONS * ** 2: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 3: 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) 4: 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) 5: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot doc: IBC -7/10 D11-114 Printed: 05 -12 -2011 be completely avoided, means shall be pried to indicate the locations of the extinguishipIFC 906.6) 6: 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) 7: 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) 8: 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) 9: 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) 10: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 11: 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) 12: 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) 13: 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) 14: 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). 15: 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) 16: 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) 17: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 18: 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. 19: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 20: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 21: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 22: ** *BUILDING DEPARTMENT CONDITIONS * ** 23: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 24: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 25: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 26: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. doc: IBC -7/10 D11 -114 Printed: 05 -12 -2011 27: All construction shall be done in confoce with the approved plans and the requires of the International Building Code or International Residential , International Mechanical Code, Washingt ate Energy Code. 28: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 29: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: IBC -7/10 D11-114 Printed: 05 -12 -2011 City ofetukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us BLANKET PERMIT: TENANT'IMPROVEMEN'T`APPLICATION Plan Review No.: I - ( 1 Blanket Permit Agreement No.: 10 -OD 1- B }?A Value of Construction: $ I (.'3 , D3 Site Address: 6,a3-?, Seal le_ - DStve.. ""D i u kw,1c. WA Floor: 154' Suite No.: N //q Project/Tenant Name: Pro fesNIorel -Pia s-1-7) cS Description of Work: n,vct rsuc- £.ree. inetio . ice (t ,vr s+ruCf urckb _ .kr .tree Gov- siructurai qua Lk_ Assessor Account No.: 35a 'S,Dci 9 //d Per the International Building Code - Edition Type of Construction: 3N Occupancy Group: S --a, 1 Nature of Occupancy (printing, manufacturing, etc): 51to (`o�qe. Square Footage: Existing Constru(c)tion Area l5t Floor /S-c,, 5 T 6,9/ 2nd Floor N /fl .11I/1 3`d Floor h /,4 Al IA 4th Floor NIA NIA Will there by any structural work? ❑ Yes ro..2 No If "yes ", please describe Building Use: (Mare LDu C Will there be a change in use? ❑ Yes El No If "yes ", please explain Will there be rack storage? El Yes [ o No If "yes ", a separate permit is required. Existing Fire Protection: 74 Sprinklers El Automatic Fire Alarm ❑ None Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes ", please explain \applications\Blanket Permit TI Application Created: 9 -2004 Revised: FeeA mount'7" ..Receipt NO:. Date Building Permit Fee $ Li S100 itti ` 0°800 Li-,1-6)—(1 Plan Check Fee $ -q 4-. Q S- Building Surcharge $ 11 _ Total $ Value of Construction: $ I (.'3 , D3 Site Address: 6,a3-?, Seal le_ - DStve.. ""D i u kw,1c. WA Floor: 154' Suite No.: N //q Project/Tenant Name: Pro fesNIorel -Pia s-1-7) cS Description of Work: n,vct rsuc- £.ree. inetio . ice (t ,vr s+ruCf urckb _ .kr .tree Gov- siructurai qua Lk_ Assessor Account No.: 35a 'S,Dci 9 //d Per the International Building Code - Edition Type of Construction: 3N Occupancy Group: S --a, 1 Nature of Occupancy (printing, manufacturing, etc): 51to (`o�qe. Square Footage: Existing Constru(c)tion Area l5t Floor /S-c,, 5 T 6,9/ 2nd Floor N /fl .11I/1 3`d Floor h /,4 Al IA 4th Floor NIA NIA Will there by any structural work? ❑ Yes ro..2 No If "yes ", please describe Building Use: (Mare LDu C Will there be a change in use? ❑ Yes El No If "yes ", please explain Will there be rack storage? El Yes [ o No If "yes ", a separate permit is required. Existing Fire Protection: 74 Sprinklers El Automatic Fire Alarm ❑ None Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes ", please explain \applications\Blanket Permit TI Application Created: 9 -2004 Revised: BLANKET PERMIT TENANT IINPROVEMENT APPLICATION PAGE 2 Property...Owiier Name: Segair. properties LLG Seg.a Je, op er+ es L CC Mailing Address: P.D. 1x El- na F Organization: % ukwllcA. City Phone: ao(o' 39G • aDla- • State Zip Contact Person Name: �afr to AC-14 Organization: R.per{-ies LLC Mailing Address: P-6- 13.D.k 8-8-47,9,e /u kLJ f o\ City Phone: aJ(9- 35(D -a0 /02-, Cti r9 State Zip Architect:of Record. All plans must be wet stamped. by Architect of Record Name: 7/5-o(.( Ck(ts-i-evlseA / Zob Organization: La.tCe Adel le r a.ndk Assoc (c, �-es Mailing Address: 130 (_a Ices i0(e. Phone: aJ(o- 32S - asss AuPN u t 51; fie- asp S,70,1-1-(e_ City (Ai /9 State Zip Genera Contractor Name: Sale_ -Pro eri'ies LLC Mailing Address: Ea WA State Contractor's License No.: 5EG,4L, PL i zw1lc. City State Zip Expiration Date: L(//(901, Phone: X6'3%- 0013-- 9?-1 ff-er Zip 01 a- IA) 1 hereby certify that I have read and examined this application and know the same to be true and correct, and I am authorized under Blanket Permit Agreement No. b- JD/ -' BPA to apply for and obtain this permit. Signature: Print Name: c ('( i3ev.,e+f Organization: St'i ale_ Pro (-1-1 es LGC- Date: Mailing Address: ��X ggDa S .Dafe'of Application:' kw1 I City Phone: 020(0- 3910 - State Zip Date;Expires:. Staff. - Initials: \applications\Blanket Permit Ti Application Created: 9 -2004 Revised: BLANKET PERMIT TENANT PROVEMENT APPLICATION• PAGE 3 GeneralIriformation' This tenant improvement application may be submitted for non - structural interior construction, which is authorized under an existing approved blanket permit agreement. It is the responsibility of the applicant to be aware and comply with all the terms and conditions as set forth in the agreement. The work is limited to that shown on the plans submitted with this application, and such work is limited to non - structural interior construction only. The following work is not covered under the blanket permit process and separate approvals, permits and inspections are obtained through the applicable agencies. Electrical Washington State Department of Labor and Industries — Tukwila 206 - 835 -1000 Plumbing and Gas Piping Public Health — Seattle and King County 206 - 296 -4932 Fire Protection City of Tukwila Fire Department 206 -575 -4404 Mechanical City of Tukwila Building Department 206 -431 -3670 Rack Storage City of Tukwila Building Department 206 - 431 -3670 Building Permit Application Application Submittal — Application and plans must be complete in order to be accepted for plan review. Make sure to fill out the application completely and follow the plan submittal checklist below. Handouts are available at the Permit Center which provides more in -depth detail on preparing the submittal. Authorized Agent — The applicant must be an authorized agent as identified in the Blanket Permit. Fees — The permit fees are based on valuation of construction as declared by the applicant on the application, and shall include all the work to be covered under the permit. The valuation will be reviewed and is subject to revision by the Building Official to insure compliance with current fee schedules. To obtain a permit fee estimate, contact the Permit Center at 206 -431 -3670. Submittal. Checklist ❑ Completed Blanket Permit Tenant Improvement Permit Application ❑ Completed Architects Statement ❑ Three (3) sets of construction drawings; which include: ❑ Site plan showing: Building location on property; Adjoining public rights -of -way; Parking layout; - Location of tenant space or area of work within building; Overall dimensions of building; Overall dimensions of tenant space, or area of work; and Name of each common wall tenant(s) and type of business or occupancy. ❑ Floor plan of entire floor or tenant space that the work is taking place, showing: Tenant space layout with use of each room labeled; All exit doors, corridors and egress patterns; All new walls, existing walls and proposed walls (provide construction key); and All other proposed construction. ❑ Construction details - Construction key; - Cross sections showing wall construction and method of attachment, floor and ceiling; and - Reflected ceiling plan (if applicable). ❑ Miscellaneous - 6" x 8" blank space provided on lower right hand corner of each page of plans (for use by the plan checker); Title block on each sheet, identifying; Project name Company job number (if applicable) - Site address Blanket permit agreement number Architect, address and phone number Each sheet of plans stamped by a Washington State licensed architect; Minimum sheet size 18" x 24 "; and Plans must be drawn to scale and clearly dimensioned drawings shall be prints which are clearly readable (original pencil or highlighted drawings are not acceptable). ❑ Permit Fees (plan check fee, building permit fee and state building surcharge) \applications\Blanket Permit TI Application Created: 9 -2004 Revised: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us BLANKET: PERMIT AGREEMENT - Architects Statement Plan Review No.: V 1 1 l Blanket Permit Agreement No.: 10 -00 (- SPA Project Name: 'Proc 5310 v of 1) IAS i-r c5 Site Address: foot 33 5e9 ale pm, k W fi 9818- Is any part of the work proposed under this application include ❑ Yes Da No structural work or affect structural components of the building? If yes, has the structural work been authorized by the Tukwila ❑ Yes ❑ No Building Official to be included in this application? Does the proposed work comply with the requirements of ®, Yes ❑ No the International Building Code (-3 Edition) Chapter 10, Means of Egress? If no, please explain: Will any special inspections be required per Chapter 17 ❑ Yes [L No in the International Building Code (2003 Edition)? If yes, list specific inspections: As a result of this proposal, does the parking meet the El Yes ❑ No requirements of the Tukwila Zoning Code? If no, please explain deficiency: ARC T/ENGINEER Signature C Print Name: Bob Fadden Organization: Lance Mueller Architects Mailing Address: 130 Lakeside, Suite 250 ARCHITECT/ENGINEER STAMP AND SIGNATURE 3895 REGISTERt: A STATE OF Nit.SIW!r • applications \blanket permit architect statement Created: 9 -2004 Revised: Phone: 206- 325 -2553 Seatte WA 98122 City State Zip • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tulcwila.wa.us BLANKET PERMIT AGREEMENT — Temporary Inspection card Plan Review No.: IN, ` �, nn Blanket Permit Agreement No.: `O "- 00 Project Name: Site Address: 621.:"J S err a k Date Issued: 4--.)—(0— 1 1 CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE — 206 - 431 -3670 "X" REQUIRED INSPECTIONS DATE APPROVED INSPECT INITIALS PLANS DATE DATE(S) CORRECTION NOTICE ISSUED 1. Framing 2. Insulation 3. Suspended Ceiling i X4. Wallboard Fastening DO NOT PROCEED BEYOND THIS POINT UNTIL THE BUILDING PERMIT IS ISSUED. PERMIT MUST BE PICKED UP WITHIN 24 HOURS OF NOTIFICATION THAT THE PERMIT IS READY. CONTRACTOR/APPLICANT BEGINS WORK AT THEIR OWN RISK PER THE TERMS OF THE BLANKET PERMIT AGREEMENT. INSPECTIONS: 1. FRAMING — After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 2. INSULATION — After framing approval, but before insulation of wallboard. Baffles must be installed to keep attic ventilation points clear. 3. SUSPENDED CEILING — Fasten diffusers, lights and seismic bracing. 4. WALLBOARD FASTENING — Prior to taping (I.B.C. Section 109.3.5 — Fire Rated Assemblies) 5. PLAN CHECK INSPECTION — Immediately after the Tenant Improvement Permit is picked -up by the applicant. Work may not proceed until the City inspector delivers the plans and new inspection card to the site. This inspection should be scheduled at the Permit Center when the permit is obtained. X Construction will not proceed past required inspections. X The Building Permit and approved plans shall be picked -up by the applicant within 24 hours of notification that the permit is ready. Failure to do so may result in a stop work order. X Construction may not deviate from that shown on the plans as submitted at time of application. X All corrections shall be made within three (3) days of notification by the Building Inspector. X No more than 30 days shall elapse between the last required inspection and the "Building Final." X Unauthorized occupancy and/or use of the remodeled area shall not occur until the Building Inspector completes the "Building Final," which takes place after the Building Permit and Permanent Inspection Card has been issued. X The City reserves the right to stop work at any time that in its judgment the work presents a safety problem, warrants a building permit prior to continuing work, is not proceeding according to approved plans, or otherwise would not qualify for consideration under the blanket permit process. X The following work is not covered under the blanket permit process. This work shall not start until approvals and permits are obtained through the applicable agencies, under their normal process: Electrical Department of Labor and Industries - 206 - 835 -1000 Plumbing and Gas Piping Public Health — Seattle and King County — 206 - 296 -4932 Fire Protection City of Tukwila Fire Department — 206 -575 -4404 Mechanical City of Tukwila Building Department — 206 -431 -3670 Rack Storage City of Tukwila Building Department — 206 - 431 -3670 THIS IS A TEMPORARY INSPECTION CARD ONLY AND WILL BE REPLACED BY A PERMANENT INSPECTION CARD WHEN THE BUILDING PERMIT IS ISSUED. \applications\blanket permit inspection card Created: 9 -2004 Revised: • wq� City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 3523049112 Permit Number: D11 -114 Address: 6233 SEGALE PARK DR D TUKW Status: PENDING Suite No: Applied Date: 04/26/2011 Applicant: PROFESSIONAL PLASTICS Issue Date: Receipt No.: R11 -00800 Initials: WER User ID: 1655 Payment Amount: $748.15 Payment Date: 04/26/2011 09:02 AM Balance: $0.00 Payee: SEGALE PROPERTIES TRANSACTION LIST: Type Method Descriptio Amount Payment Check 629825 748.15 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $748.15 450.70 292.95 4.50 doc: Receiot -06 Printed: 04 -26 -2011 I 4. INSPECTION NO. INSPECTION RECO'RD'� Retain a copy with permit I pit - PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98E188 (206) 431 -3670 Pgrmit Inspection Request Line (206) 431 -2451 Vrotfe ss : 4 4.4 P {A i tJ Type o Inspection: , � , kJ AL_ (0 . 1 : L Ad I 2 3I se. 6.A( 1i:.� NI. tP +t �Ar fr Date Called: Special Instructions: , `` 3 ). 4 ;1 O • 0501 ii —J I Date Wanted: Lo' `2� — � f �' �a.Ql- Requester: PhoeN CT • —?) cl C —7,0 i ISApproved per applicable codes. ElCorrections required prior to approval. e COMMENTS: ,3',--/ (70,.81/ %/4=4: H 4-/ Date: 6 -2`7- // EINSPECTION FEE REQUIRED. Prior to next inspection. fee must be id at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit • Oil fi' PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 x. IPA Project__ p T Type of Inspection: Addr, 7 re 3 3 ^ r D Date Called: f f Special Instructions: D Date Wanted: . 1 p . a.m.- p.m. Requester: Phone) C - 31 - -"au f t igl Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: In pect Dates r PECTION lext inspection, fee must be t 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. N FEE REQUIR . Prior to Pt • • rx - .`�r ,; i,a`"rigi'Y" - - - d- .- .,p..nS- y4sp.or• . - ,_Ar�,y�,., �-i. �.. N -•^w. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: CAF' SS(O+.%$L. PL--r Type of Inspection: ALL, :IL CATIO Address: Date Called: Special Instructions: Date Wanted: �a Requester: Phone No: 2O(- 3C4, -ZO12 Vi...... Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Date: EINSPECTION FE REQUIRED. nor to next inspection, fee must be paid at 6300 Southcenter Blvd.. S ite 100. Call to schedule reinspection. ;,- ' • ' '1. 4 ■"4-' ; "' 17 t4.6 4-- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. D 114 12-- CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Prct: ..... -1-)R0+-6690)kA—Pl. ttS 1 te (.7 Type ol.lnspection: , r A Ak . A, Adv2:33 sf. 6 A LL. Date Called: Special Instructions: i 1 k1 Date Wanted: S — - y 4 %...a.03.- p.m. Requester: Phone Approved per applicable codes. CO ENTS: LiCorrections required prior to approval. 1/4 Date: — 14— // 1-71 INSPECTION FE REQUIRED/Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. svF r—+Nw' tea..: =.: .1ZIEI• .e it . • + +; • r .1 4W INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Pro'ect: pp�� PI64sLs te55i`ox)AZ_ Ty a of Inspection: ,/'r �:p14L Fire Alarm: Address: & a 33 Suite #: 5 e�� Le, p z Z Contact Person: Permits: Special Instructions: Phone No.: i Approved per applicable codes. Corrections required prior to approval. COMMENTS: /-e mkt- — Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ' a- Date:AAY/ /) Hrs.: $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: I Company Name: Address: City: I State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 t 2. INSPECTION NUMBER • INSPECTION RECORD Retain a copy with permit /I- 5 — 0d7 PERMIT NUMBERS • CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: Se7� /,e 5-?-- Date: , Type f Inspection SP CoveiL, -(klvi-Z Address: C, a. 3 3 Suite #: 5e...9 R le. PK D Contact Person: Special Instructions: Phone No.: proved per applicable codes. .T>r I I Corrections required prior to approval. COMMENTS: S P C� �r � � �► A L e. Needs Shift Inspection: 5-?-- Date: , Sprinklers: Fire Alarm: 1 Hood & Duct: Monitor: Pre -Fire: Permits: ..,- • - . Occupancy Type: Inspector: ie 5-?-- Date: , /x.71 // Hrs.: $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: I Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 ■NIMMINI FRANKLIN ENGINEERING MECHANICAL CONSULTING April 19, 2011 RE: Professional Plastics 6233 Segale Park Dr D Tukwila, WA 625 Fourth Avenue Suite 202 Kirkland, WA 98033 CODE FOR E COMPLIANC APPROVED MAY 102011 PH 425 827 -3324 FAX 425 827 -6252 hvac @franklineng.com ltan � Al sec * .,�rI .. 8Nal/r ENVELOPE SUMMAnifi *,{ City of Tukwila BUILDING minim Small addition to existing conditioned office area — convert existing semi - heated warehouse area into conditioned office space. Project complies with 2009 WSEC using the Prescriptive approach. Vertical Glazing (Fixed, Relites to warehouse): Vinyl windows, certified tested assembly per NFRC. U =0.32 max, default (Table 13 -1). SHGC = exempt. Doors (Opaque): Wood, U =0.50, default (Table 10 -6). Other Roof: R -38 batt insulation, default (Table 13 -1). Walls (Opaque, Warehouse): Wood studs, 2x6, 16" oc with R -21 batt insulation, U =0.057 default (Table 10- 5(5)). Please note that these values are minimum insulation requirements for code compliance. Higher insulation values may be installed. SHGC = Solar Heat Gain Coefficient RECEIVED APR 26 2011 PITCR 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope Summary Zone 1 Non- Residential ENV -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised August 2010 Project Info Project Address professional plastics Date 4/19/2011 Fenestration Area Calculation 6233 Segale Park Dr D For Building Department Use Semi - Heated Path Tukwila, WA Applicant Name: Walls - Mass Applicant Address: Walls - Metal Building Applicant Phone: Walls - Steel Framed Project Description ❑ New Building 0 Addition ❑ Alteration el Change of Use Compliance Option Prescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) ❑ Seattle EnvStd ❑ Systems Analysis Occupancy Group ® Nonresidential 0 Multifamily Residential (> 3 stories ) Climate Zone Cs Climate Zone 1 0 Climate Zone 2 ( See WSEC 302.3 for county list) Fenestration Area Calculation Total Fenestration Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Fenestration 48.0 • 666.0 X100 = 7.2% Semi - Heated Path Oyes prlescriptive path a d meets be calculated separately from other conditioned spaces.Lim Limited to Q no reduced wall insulation levels. Requires other fuel heating and qualifying thermostat. Envelope Requirements (enter values as applicable) Minimum Insulation R- values Roofs - Insulation Above Deck Vertical Fenestration Roofs - Metal Building Non -Metal Frame Roofs - Single Rafter U -0.32 Roofs - Attic and All Others R -38 Walls - Mass Entrance Door Walls - Metal Building Walls - Steel Framed Walls - Wood Framed and Other R -21. Floors - Mass Floors - Steel Joist Floors - Wood Framed and Other Opaque Doors - Non - Swinging Maximum F- factors Slabs -on -Grade - Unheated Slabs -on -Grade - Heated Vertical Fenestration Notes: Envelope Requirements ( continued ) Maximum U- factors Vertical Fenestration Non -Metal Frame U -0.32 Metal Frame Entrance Door Skylights - Without Curb Skylights - With Curb_ Opaque Doors - Swinging U -0. 60 Opaque Doors - Non - Swinging Maximum SHGC (or SC) Vertical Fenestration Non -North EXEMPT North EXEMPT Skylights Franklin Engineering 1 625 4th Ave Ste 202 I Kirkland, WA 98033 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope Summary (back)Zone 1 Non - Residential ENV -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised August 2010 Minimum Requirements for Prescriptive Option Use table to determine if project qualifies for the optional Prescriptive Option. All components must meet the stated Clitnete Zone o- ��, Oa one I �,..:��,�. � C .,:' '�e �rrn0te,Z„One,.� ro ou O Nonrestdentm 'eetdentiai, Other an Srnge$ Fam onrestent►al ReerdenNttnOftie f ai - 6Fceupaney ‘90.,q,„. l v) iiiy, Opaqueiiiimets 5 ...;: ,,.. ,.. � ,;.F � :. - :Intglahon Min R Valu Roofs Insulation Entirely above Deck R -30 c.i. R -38 c.i. R -38 c.i. R -30 c.i. Metal Building R -25 + R -11 Ls R -25 + R -11 Ls R -25 + R -I 1 Ls R -25 + R -11 Ls Single -Rafter R -38 R -38 R -38 R -38 Attic and Other R -38 adv or R-49 R -38 adv or R-49 R -38 adv or R-49 R -38 adv or R-49 Walls, Above -grade Mass R -5.7 c.i x R -11.4 c.i x R -7.6 c.i. R -13.3 c.i. Metal Building R -13 + R -7.5 c.i. R -19 + R -8.5 c.i. R -13 + R -7.5 c.i. R -19 + R -16 c.i. Steel Framed R-13 + R-7.5c.i. R-19 + R-8.5 c.i. R-13 + R-7.5 c.i. R-19 + R-14 c.i. Wood Framed and Other R -21 R -13 + R- 6 c.i. R -13 + R -7.5 c.i., or R -21 + R -2.5 c.i. R -21 + R -5 c.i. Below Grade Wall Same as above grade Same as above grade Floors Mass R -30 c.i. R -30 c.i. R -30 c.i. R -30 c.i. Steel Joist R -38 + R-4 c.i. R -38 + R-4 c.i. R -38 + R-4 c.i. R- 38.0 + R-4 c.i. Wood Framed and Other R -30 R -30 R-30 R -30 Slab -On -Grade Floors Unheated R -10 for 24 in. (with thermal break) R -10 for 24 in. (with thermal break). R -10 for 24 in. (with thermal break) R -l0 for 24 in. (with thermal break) Heated R -10 c.i.(with thermal break) R -10 c.i. (with thermal break) R -10 c.i. (with thermal break) R -10 c.i. (with thermal break) Opaque Doors Maximum U- Factor Swinging U -0.600 U -0.400 U -0.600 U -0.400 Non - Swinging U -0.600 I U -0.400 U -0.600 U -0.400 Feiest ationdO""4O%af W.gll, "` ., .,... r ,.,,,,3 Asse gblyiiMaziowtnil-fa`ctor,(N),I C.Ratied), Vertical Fenestration Nonmetal framing U -0.32 U -0.32 U -0.32 U -0.32 Metal framing U -0.40 U -0.40 U -0.4p0 U -0.40 Entrance doors U -0.60 U -0.60 U -0.60 U -0.60 Skylights Without curb (i.e. sloped U -0.50 U -0.50 U -0.50 U -0.50 With curb (i.e. individual unit U -0.60 U -0.60 U -0.60 U -0.60 Fenest aiioO40%Waly � Assebl y)Ma =t un i G.... C Factorw Vertical Fenestration SHGC -0.40 all, OR SHGC -0.45 all PLUS permanent PF > 0.50 on west, south, east No Requirement SHGC -0.40 all, OR SHGC -0.45 all PLUS permanent PF > 0.50 on west, south, east No Requirement Skylights SHGC -0.35 SHGC -0.35 SHGC -0.35 SHGC -0.35 The following definitions apply: c.i. = continuous insulation, Ls = liner system (see definitions) Footnote I: Zone 1, nonresidential walls may be ASTM C90 concrete block walls, ungrouted or partially grouted at 32 inches or less on center vertically and 48 inches or less on center horizontally, with ungrouted cores filled with material having a maximum thermal conductivity of 0.44 Btu- in/11•112• F. Franklin Engineering 1 625 4th Ave Ste 202 I Kirkland, WA 98033 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised Nov Project Info Project Address PROFESSIONAL PLASTICS Date 4/19/2011 6233 Segale Park Drive D For Building Department Use Tukwila, WA Applicant Name: Lance Mueller & Assi ociates Applicant Address: 130 Lakeside Ave Applicant Phone: 206 325 -2553 Project Description ❑ Plans Included requirements. ❑ New Building ❑ Addition a Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option 0 Prescriptive 0 Lighting Power Allowance (See Qualification Checklist (over). Indicate Prescriptive & LPA 0 Systems Analysis spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) changed II No changes are being made to the lighting and space use not 4 Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor plan /room #) Occupancy Description Allowed Watts per ft2** Gross Interior Area in ft2 Allowed x Area OFFICE 100 -103 OFFICE 0.91 621 565 " From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 565 Proposed Lighting Wattage Location (floor plan /room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed OFFICE 100 -103 2x4 LAY -IN FLUORESCENT FIXTURE (T8 -2 -TUBE) 7 64 448 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 448 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential ' Inferior:Lighting S:um;ary- :(.back:) LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Prescriptive Spaces Occupancy: Q Warehouse or Parking Garage QQ Other Qualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: ( Section 1521) Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures with a) 1 or 2 two lamps, b) reflector or louvers, c) 5-60 watt T -1, T -2, T-4, T -5, T-8, or CFL lamps, and d) hard -wired electronic dimming ballasts. Screw -in CFL fixtures and tracking lighting do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps < =150w c) electronic ballasts 3. LED lights. TABLE 15 -1 Unit Lightinct Power Allowance (LPA Use' LPA` (Wife) Use' LPA` (W /ft`) Automotive facility 0.85 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)5 0.91 Convention center 1.10 Parking garages 0.20 Courthouse 1.10 Penitentiary and other Group 1 -3 Occupancies 0.90 Cafeterias, fast food establishments', restaurants/bars5 1.20 Police and fire stations 0.90 Dormitory 0.85 Post office 1.00 Dweling Units 1.00 Retail70, retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.33 Exercise center 0.95 School buildings (Group E Occupancy only), school classrooms, day care centers 1.00 Gymnasia, assembly spaces 0.95 Theater, motion picture 0.97 Health care clinic 1.00 Theater, performing arts 1.25 Hospital, nursing homes, and other Group I -1 and 1 -2 Occupancies 1.20 Transportation 0.80 Hotel/motel 1.00 Warehouses 0.50 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.62 Workshops 1.20 Laundries 1.20 Libraries' 1.20 Plans Submitted for Common Areas Only' Manufacturing facility 1.20 Main floor building lobbies' (except mall concourses) 1.10 Museum 1.00 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.80 Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by 2% per foot of ceiling height above 20 feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by 2% per foot of ceiling height above 12 feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by 2% per foot of ceiling height above 9 feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions, a Unit Lighting Power Allowance of 1.1 w/ft2 may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft2. 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque) and lighting for free - standing display where the lighting moves with the display are exempt. An additional lighting power allowance is allowed for merchandise display luminaires installed in retail sales areas that are specifically designed and directed to highlight merchandise. The following additional wattages apply: i. 0.6 watts per square foot of sales floor area not listed in items ii and iii below; ii. 1.4 watts per square foot of furniture, clothing, cosmetics or artwork floor area; or iii. 2.5 watts per square foot of jewelry, crystal or china floor area. The specified floor area for items i, ii, or iii above, and the adjoining circulation paths shall be identified and specified on building plans. Calculate the additional power allowance by multiplying the above LPDs by the sales floor area for each department excluding major circulation paths. The total additional lighting power allowance is the sum of allowances for sales categories I, ii, or iii plus an additional 1,000 watts for each separate tenant larger than 250 square feet in area. The additional wattage is allowed only if the merchandise display luminaires comply with all of the following: (a) Located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). (b) Adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). This additional lighting power is allowed only if the lighting is actually installed and automatically controlled, separately from the general lighting, to be turned off during nonbusiness hours. This additional power shall be used only for the specified luminaires and shall not be used for any other purpose. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) MAY- 2d- 2011(TUE) 05:52 STORY ACOUSTICS INC 4 (41\icy" in (FAX)206625022d P.001/00d 3',tA°'Y w1 $6&'i' Chicago MetaIIic QOM SYstame & shad*/ Produtb Mr. Willie Wood Story Acoustics 5414 184th Street East Suite B • Puyallup, WA 98375 August 23, 2006 ' E C E V E . 1 :` n DEPARTS NT Re: VARIATION TO THE 1496 CLIP ALTERNATIVE PERIMETER DETAIL ASCE 7 -02 SEISMIC DESIGN CATEGORIES D, E. F - SUSPENDED CEILINGS EVERGREEN PLAZA — VARIOUS STORES — BELLEVUE, WA Dear Willie: The use of the 1496 clip with the 1420 wall angle has been accepted by jurisdictions across the country. This arrangement is an alternative to the perimeter installation method prescribed in ASCE 7 -02 Section 9.6.2.6.2.2. Attached is a drawing dated June 23, 2006 that provides a detailed description of the Chicago Metallic 1496 clip alternative perimeter method. When using the Chicago Metallic alternative, the 1496 clip is used on all walls. On two adjacent walls the suspended ceiling (grid) components are "attached" to the wall angle by slipping the 1496 clip over the vertical leg of the wall angle and then screwing the grid to the clip. A variation was proposed that would pop rivet the face of the grid to the horizontal leg of the wall angle in lieu of using the 1496 clip on the two "attached" walls. We have considered this variation and believe it would be equivalent for the following reasons: 1.) The use of the pop rivet in lieu of the 1496 clip is consistent with the intent of ASCE 7 -02 Section 9.6.2.6.2.2 and CISCA Guidelines for Seismic Zones 3 & 4. 2.) The 1496 clip provides over 2 in. of ledge support for grid members on the "unattached" walls where % in. of movement must be accommodated. On the "attached" walls, the grid components are fixed, therefore the clip is merely a means to fix the grid to the wall angle. Pop riveting the face of the grid to the wall angle serves the same purpose. 3.) Acoustical panels at the perimeter will have the same ledge support regardless of the method used to attach the grid on the two required walls. I hope this information is helpful. Sincerely, C/012 4 Tony In 9 ratta Product Engineer Fnrl t MAY- 21- 2011(TUE) 05:52 STORY ACOUSTICS INC i REPORT' (FRX)206625022d P. 002 /0O& ESR ..2282 Issued August 1, 2007 This report is subject to re- examination in one year. ICC Evaluation Service, Inc.. www.icc- es.orq Besieger/Regional Office m 5300 Workman MITI Road, Maier, California 90601 IS (562) 699.05d3 Regional Office n 900 Montclair' Road, Suite A, Birmingham. Alabama 35213 0 (205) 590-0800 Regional Office a 4051 West FlosamoorRoad, Couhtry Club HUls, Illinois 60'178 a (700)7934305 DIVISION: 09- FINISHES Section: 09120 - Ceiling Suspension REPORT HOLDER: CHICAGO METALLIC CORPORATION 4849 SOUTH AUSTIN AVENUE CHICAGO, ILLINOIS 60638 (708) 583.4600 www.chicaeometallic.com EVALUATION SUBJECT: 1496 SEISMIC PERIMETER CLIP 1.0 EVALUATION SCOPE Compliance with the following code: 2006 International Building Code° (IBC) Property evaluated: Structural 2.0 USES The Chicago Metallic Corporation 1496 Seismic Perimeter Clip Is used to connect main and cross runners of suspended ceilings to wall molding for interior applications. The clips are used as an alternative to 2- inch -wide (51 mm) wall molding and spreader bars in Seismic Design Categories D, E and F, and as an alternative to spreader bars in Seismic Design Categories A, B and C. 3.0 DESCRIPTION 3.1 1496 Seismic Perimeter Clip: The 1496 Seismic Perimeter Clip is illustrated in Figure 1. The clip is manufactured from minimum 0.0283- inch -thick (0.864 mm) SAE 1075 electra- galvanized steel complying with ASTM A 879. 3.2 Ceiling Framing Members: Ceiling framing members for use with the 1496 perimeter clip 'as described in Section 4.2.1 are No. 200, 270, 280, 640C or 4040C main runners and No. 668C, 6740,1210,1214,1254, 1264, 1274, 1284 or4014C cross runners manufactured by Chicago Metallic Corporation. The Framing members are described in Table 1 of ICC-ES legacy report ER-1905. For use under the IBC for Seismic Design Categories A, B and C as described in Section 4.2.2, coiling framing members may be any suspended ceiling framing recognized in a current ICC-ES evaluation report and complying with the requirements of CISCA 0 -2. 4.0 INSTALLATION 4.1 General: The suspended ceiling framing system must be Installed in accordance with this report and the manufacturer's published Installation instructions. The suspended ceiling framing system must be Installed In accordance with IBC Section 803.9.1.1 for systems not exceeding 4 Ibift2 (19.5 kg /m'). 4.2 Seismic Design: 4,2,1 Alternate Seismic Design Category D. E or F Installation: Under this installation, the main and cross runners must be main and cross runners described In Section 3.2. Maximum total ceiling weight permitted Is 1.8 Ib /ftz (8.78 kg /m'). The 1496 clips are used to secure the main runners and cross runners to the structure on two adjacent walls and to allow free movement of the runners on the two opposing walls. See Figure 2. A nominally 154)-inch-wide (23.81 mm) wall closure (angle) is used in lieu of the 2- Inch -wide (50.8 mm) perimeter wall closure (angle) required In Section 13.5.622 of ASCE -7 for Seismic Design Categories D, E and F. Except for the use of the 1496 clips and the nominally 15/10, Inch -wide (23.8 mm) wall closure (angle), and the elimination of spacer bars, Installation of the ceiling system must be as prescribed by the code. The 1496 dip Is attached to the wall closure by sliding the backplate of the clip over the vertical leg of the wall closure and over the bulb of the runner. On the two adjacent walls where the runners are fixed, the clips are attached to the runner by a sheet metal screw through one of the three pilot holes in the clip. On the walls where the runners are not fixed, the clips allow the terminal runner end to move 2/4 Inch (19.1 mm) towards and away from the wall. The 1496 clips Installed in this manner are an acceptable means of preventing perimeter runners from spreading, in lieu of the spacer bars required in CISCA 3-4. CISCA 3-4 is referenced In ASCE -7, Section 13.5.6.22, which is referenced in IBC Section 1613. 4.2.2 Seismic Design Category A, B or C Installation: The 1498 clip may be used in lieu of spacer bars in suspended ceiling Installations regulated by CISCA 0 -2. Tho 1498 clip Is attached to the wall closure (angle) by sliding tho backplate of the clip over the hem on the vertical leg of the wall closure and over the bulb of the runner. The clips arc placed at the Intersection of all runners and the wall angle. The clips must be positioned to allow a minimum ' /a inch (9.5 mm) movement in both directions. The maximum coiling weight permitted is 1.8 lb/ft2 (12.2 kg /m=). Soo Figure 3. Except for the use of the 1498 clips and the elimination of spacer bars, installation of the ceiling system must be as prescribed by the code. This construction is equivalent to that required by CISCA 0-2, which is referenced In ASCE -7, Section 13.5.6.2.1, which is referenced in IBC Section 1613. g9 REPORTS"' arc not to be eon:trued ar r rereniinx owihellcs or ow other a:Whor v mu specifically uddrasrtl liar ors they to ha ennrnued ar an entronemeni of the subject of'the report urn rocuntmenthiflon for lla it,, 77,.wa iv no warranty by l : Evrduntlun S.rrvfca. Inc.., express ur implicit to 10 any finding or tither manor in fhb report, or to so any product caramel by dm rpori. Copyright 03 200? mmammdus Page 1 of 3 f MRY- 2d- 2011(TUE) 05:53 STORY ACOUSTICS INC Page 2 of 3 (FRX)206625022d P.003 /00d ESR -2262 4.3 Special Inspections: In jurisdictions adopting the IBC, suspended ceilings in Seismic Design Categories D, E and F are subject to periodic special inspections during the anchorage of suspended ceiling systems, In accordance with the requirements of IBC Section 2508.2.1 and Section 135.62.2 (h) of ASCE 7. The special Inspector must verity that the calling system is as described In this report, and compiles with the Installation instructions in this report. 5.0 CONDITIONS OF USE The Chicago Metallic Corporation 1496 Perimeter Clip described in this report complies with, or is a suitable alternative to what is specified in, those codes listed In Section 1.0 of this report, subject to the following conditions: 5.1 The perimeter clips must be fabricated and installed in accordance with this report and the manufacturer's published installation instructions. In the event of a conflict between the manufacturer's installation instructions and this report, this report governs. 52 Periodic special Inspection must be provided In accordance with Section 4.3 of this report 5.3 A quality assurance plan for seismic requirements must be provided in accordance with I8C Section 1705.2. 5.4 The ceiling systems must be braced to resist seismic forces as determined from Section 1621.2.5 of the IBC. 5.5 The ceiling systems are restricted to interior applications. 6,0 EVIDENCE SUBMITTED 6.1 Reports of comparative seismic qualification tests in accordance with the ICC-ES Acceptance Criteria for Seismic Qualification by Shako -table Testing of Nonstructural Components and Systems (AC156), dated December 2006. 6.2 Quality documentation. 7.0 IDENTIFICATION Cartons of clips are identified with the Chicago Metallic Corporation name and address, the product and part number, and the evaluation report number (ESR - 2282). FIGURE 1 MAY- 2d- 2011(TUE) 05:53 STORY ACOUSTICS INC Page 3 of 3 (FAX)2Ubbt5UCe International Building Code (IBC) Seismic Category D, E & F Alternative Perimeter Treatment Using 1496 Perimeter Clip 11 1 i! ii Perimeter Wire +or -10' \16 From Vertical 3d" from grid to Inside of angle Main Runner or Cross Teo Lay-In Acoustical Panel Screw —1546" min. FIGURE 2 1496 15 %6" FAIN.L1 r. uuur uu. MR-2282 t/g min.— International Building Code (IBC) Seismic Category C Alternative Perimeter Treatment Using 1496 Perimeter Clip min. r Main Runners and Cross Taos must move freely in this direction min. Main Runner or Cross Tee Acoustical Board � /g" min. dig" min. Perimeter components must move freely, therefore no attachmgfLdevices that would Inhibit movement of the runners /tees are allowed (i.e. pop rivets, screws, etc.). FIGURE 3 pE • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -114 DATE: 04 -26 -11 PROJECT NAME: PROFESSIONAL PLASTICS • SITE ADDRESS: 6233 SEGALE PARK DR D X Original Plan Submittal Response to Correction Letter Response to Incomplete Letter # Revision # After Permit Issued EPARTMENTS: itui ding ivision Public Works n AV G OBI °I' li ire Prevention Structural Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 04-28-11 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 ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 05-26-11 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire El Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 Contractors or Tradespeople P ter Friendly Page I General /Specialty Contractor A business registered as a construction contractor with Lai 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 SEGALE PROPERITIES LLC UBI No. 602023533 Phone 2065752000 Status Active Address Po Box 88028 License No. SEGALPL902CQ Suite /Apt. License Type Construction Contractor City Tukwila Effective Date 2/18/2010 State WA Expiration Date 4/1/2012 Zip 981382028 Suspend Date County King Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status LAPIALP055MZ LA PIANTA LIMITED PARTNERSHIP Construction Contractor General Unused 7/9/1995 4/1/2001 Archived SEGALBP151M5 SEGALE BUSINESS PARK Construction Contractor General Unused 7/25/1985 7/9/1995 Archived LAPIAL'008J8 LA PIANTA LLC Construction Contractor General Unused 4/28/2000 4/1/2010 Inactive Business Owner Information Name Role Effective Date Expiration Date SEGALE, MARIO A Agent 02/18/2010 Amount SEGALE, MARIO A Partner /Member 02/18/2010 11DLS31006 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 SAFECO INS CO OF AM 6115146 02/18/2010 Until Cancelled $12,000.00 03/28/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 3 Alaska National Ins Co 11DLS31006 04/01/2011 04/01/2012 $1,000,000.0003 /29/2011 2 ALASKA NATIONAL INSURANCE COMP 10DLS31006 04/01/2010 04/01/2011 $1,000,000.00 03/31/2010 1 ALASKA NATIONAL INSURANCE COMP 09DLS31006 02/18/2010 04/01/2010 $1,000,000.00 03/31/2009 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni/bbip /Print.aspx 05/12/2011 DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW /0 CONST CONTR GENERAL REGIST. # EXP. DATE CCO1 SEGALPL902CQ 4/1/2012 EFFECTIVE DATE 2/18/2010 SEGALE PROPERITIES LLC PO BOX 88028 TUKWILA WA 98138 -2028 F625- 052 -000 (8/97) PROFESSIONAL PLASTICS. HATCHED AREA REPRESENTS PREDOMINANT CONSTRUCTION AREA. SEE PLANS FOR ALL WORK. 1 REVIEWED FOR CODE COMPLIANCE , APPROVED MAY 10 2011 VL CityofT IIa BUILDINGD ISION .LE CO Y Permit No. DU ` t ILI Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: Ce- 0- 0 U) '1 PROF ESSIONAL.` LASTICS BUILDING 781 SEGALE BUSINESS PA 154,580.. .I FOOTPRINT f ..I- ter.._. J uu.s.1. C00006 000600 OBOOMP6}100.160006■505000 6560.05 WOW 0011... OVERALL...... SITE PLAN Scale: 1 " =60 0„ PROJECT TEAM PROPERTY APPLICANT: SEGALE PROPERTIES 5811 SEGALE PARK DRIVE C TUKWILA, WA 98188 (206) 575 -2000 FAX (206) 575 -1 837 CONTACT: BARRY BENNETT EMAIL: BBENNEiT ®SEGALEPROPERTIES.COM ARCHITECT: LANCE MUELLER & ASSOCIATES, SUITE 250 130 LAKESIDE AVE SEATTLE, WA 98122 (206) 325 -2553 FAX (206) 328-0554 CONTACT: HAROLD CHRISTENSEN EMAIL: HAROLDC@LMUELLER.COM NOLPT 02..E w0a01197aw999e9179R9ROT 0.5902. PPM. IRR4199950,92.20.75wn9p. 00799 w WRAP OG.N. 011041911o99awwwPPPMPI0 000900 119g9017 By Date., City orTi,icwiia BUILDING DMSION sIC O GENERAL CONTRACTOR: SEGALE PROPERTIES P.O. BOX 88028 TUKWILA, WA 98188 (206) 575 -2000 EXISTING BUILDING DATA CONSTRUCTION TYPE: OCCUPANCY TYPE: ZONING: V-N FIRE SPRINKLED 9 -2. S TVS BUILDING AREA: BUILDING 781 (EXISTING) TOTAL........................................................................................................................ ............................... . 154,580 S.F. ALLOWABLE AREA CALC: UNLIMITED AREA PER I.B.C. SECTION 507.2 (BUILDINGS SPRINKLED AND SURROUNDED ENTIRELY BY 60' PUBLIC WAYS OR YARDS) ......... .:.......... .......... .................. ............... ...... PROJECT DATA CODE OCCUPANCY GROUP: CONSTRUCTION TYPE: PROFESSIONAL PLASTICS 2009 I.R.C., I.F.C., I.M.C., I.P.C. B, S-1 V-B TENANT PREMISE AREA: EXISTING FIRST FLOOR OFFICE AREA NEW OFFICE AREA EXISTING WAREHOUSE TOTAL TENANT AREA 3,333 S.F. 621 S.F. 24,705 S.F. 28,659 S.F. THERMAL PERFORMANCE: SEE ATTACHED ENERGY PERFORMANCE LEGAL DESCRIPTION LOT 1 (ALSO DESCRIBED AND DELINEATED AS PARCEL A), CITY OF TUKWILA SHORT PLAT NO. 85-19-SS, RECORDED UNDER KING COUNTY RECORDING NO. 8505090619, BEING A PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER AND THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER AND GOVERNMENT LOTS 5 AND 6, ALL IN SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON. TAX PARCEL NUMBER: 3523049112 1 SGl"' R::I .-. t REQUW D Mechanical Electrical Plumbing as Piping City of Tukwila BUILDING DIVISION ADDRESS VICINITY MAP 6233 SEGALE PARK DRIVE D, TUKWILA WA 98188 ROJECT DECSRIPTION DEMOLISH EXISTING WALLS TO CREATE LARGER OFFICE OFFICE AREA. CONSTRUCT THREE NEW PRIVATE OFFICES WITHIN EXISTING WAREHOUSE SPACE. PARKING IS EXISTING ON SITE. DEFERRED SUBMITTALS * MECHANICAL /PLUMBING SYSTEM & DESIGN INDEX OF DRAWINGS ARCHITECTURAL TA1.0 TA2.0 TA2.1 TA3.0 SITE PLAN I COVER SHEET DE:MOLIITON PLAN, OVERALL TENANT PLAN FIRST FLOOR & REFLECTED CEILING PLAN SCHEDULES, WALL TYPES, DETAILS 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 fees. D'' • RECEIVED APR 26 2011 11 T CENTER ROOM NAME -.-- EXISTING ROOM ROOM NEW ROOM NAME NAME i06 " NEW ROOM NUMBER NEW WINDOW TYPE EXISTING DOOR 101 DOOR NUMBER SEE DOOR SCHEDULE ELEVATION SHEET NUMBER DETAIL SHEET NUMBER INTERIOR ELEVATION DETAILS REVISIONS WALL TYPES /SECTIONS ENLARGED I PLANS /DETAILS COLUMNS OR GRID LINES * (oR) T TEMPERED GLASS EXISTING WALL TO REMAIN NEW WALL PER PLAN PLAN SYMBOL LEGEND Scale: N.T.S. GENERAL NOTES 1 EXISTING BUILDING CONSTRUCTION PROVIDES EXAMPLE OF FINISH LEVEL TO BE PROVIDED. ALL WORK IS TO BE COMPATIBLE WITH EXISTING CONSTRUCTION. 2. ALL WORK SHALL. CONFORM TO APPLICABLE CURRENT FEDERAL, STATE AND LOCAL CODES. THE CONTRACTOR IS TO PROVIDE FOR ALL REQUIRED NOTIFICATION OF AND COORDINATION WITH THE CITY AND STATE AGENCIES, AND PROVIDE REQUIRED PERMITS. ALL TESTS AND INSPECTIONS ASSOCIATED WITH OBTAINING APPROVALS TO PROCEED WITH AND COMPLETE THE WORK SHALL BE PAID FOR BY THE CONTRACTOR. 3. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS, EQUIPMENT AND TRANSPORTATION NECESSARY OR REASONABLY INFERABLE AS BEING NECESSARY FOR THE EXECUTION OF THE WORK. BY SUBMITTING A PROPOSAL, THE CONTRACTOR REPRESENTS THAT THROUGH EXAMINATION OF THE SITE AND ALL EXISTING CONDITIONS AND LIMITATIONS HAVE BEEN MADE AND THAT THE CONTRACT DOCUMENTS HAVE BEEN EXAMINED IN COMPLETE DETAIL, AND THAT IT IS DETERMINED BEYOND DOUBT THAT THE DRAWINGS, SPECIFICATIONS AND EXISTING CONDITIONS ARE SUFFICIENT, ADEQUATE AND SATISFACTORY FOR CONSTRUCTION OF THE WORK. WHERE MINOR ADJUSTMENTS TO THE WORK ARE NECESSARY FOR THE PURPOSES OF FABRICATION AND INSTALLATION OF ITEMS, OR RESOLUTIONS OF CONFLICTS BETWEEN ITEMS, WITHIN THE INTENT OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS AT NO ADDED EXPENSE TO THE OWNER. WHERE SUCH MINOR ADJUSTMENTS AFFECT FUNCTIONAL OR AESTHETIC DESIGN OF THE WORK, THEY SHALL BE SUBMITTED TO THE OWNER AND /OR ARCHITECT FOR REVIEW AND APPROVAL. 4. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER, INCLUDING AREA FOR WORK, MATERIALS STORAGE, ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOISY WORK, TIMING OF WORK AND INTERRUPTIONS OF MECHANICAL AND ELECTRICAL SERVICES. 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. 6. CONTRACTOR SHALL ADHERE TO ALL BUILDING STANDARDS. ANY CHANGE TO SAME SHALL BE SUBMITTED TO ARCHITECT IN WRITING FOR REVIEW AND APPROVAL. 7. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. CONTRACTOR IS NOT TO SCALE DRAWINGS. 8. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE AND SHALL BE APPROVED BY THE OWNER BEFORE USE. J. EXISTING WORK DAMAGED AS A RESULT OF WORK UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO OWNER'S APPROVAL, AT NO ADDITIONAL COST TO OWNER. ALL REPLACEMENT MATERIAL REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE, AND SHALL BE APPROVED BY THE OWNER PRIOR TO INSTALLATION. 10. ALL EXISTING MECHANICAL FIRE SPRINKLER AND ELECTRICAL EQUIPMENT AND SERVICE DISRUPTED OR REMOVED DURING CONSTRUCTION SHALL BE RESTORED AND REPLACED UNLESS NOTED OTHERWISE. 11. INSTALLATIONS OF MECHANICAL, FIRE SPRINKLER, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF SOME EXISTING WALLS, CEILINGS, OR FLOOR CAVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE NOTED OTHERWISE. FILL ALL HOLES AND VOIDS IN FLOORS, WALLS AND CEILINGS WHICH RESULT FROM INSTALLATION OF WORK, AND REMOVAL OF EXISTING MATERIALS AND EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS, FINISHES, AND LEVELS ADJACENT, OR SHALL BE PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED. 12. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCED STANDARDS OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARD OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT FOUR (4) COPIES OF COMPLETE. BACK-UP INFORMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CAL I ED FOR, NO SUBSTITUTE WILL BE ACCEPTED. 13. CONTRACTOR SHALL. PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WITE-I LOCAL FIRE CODE. PROVIDE FOR ALL REQUIRED SHOP DRAWINGS AND APPROVALS. 14. MECHANICAL AND ELECTRICAL TO BE DESIGNED BY OTHERS. 15. ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR STRUCTURAL COMPONENTS MUST BE APPROVED BY OWNER. 16. ALL WOOD IN CONTACT WITH FLOOR SLAB TO BE PRESERVATIVE TREATED PER I.B.C. SECTION 2304.11. ........ ............................. . .............................. DEMOLITION KEYNOTES REMOVE EXISTING WALLS, PATCH ADJACENT SURFACES AS NEEDED. REMOVE EXISTING DOOR AND FRAME. INFILL WALL OPENING. PATCH TO MATCH ADJACENT SURFACE. REMOVE EXISTING DOOR AND FRAME. DEMOLITION PLAN — OFFICE AREA Scale: 1/32 =1 0' CB� 230, -O" .............. OVERALL TENANT PLAN Scale: 1/16 =1 —0' ......................................................... P OFESSIONAL T PLASTICS N A N T AREA ``N,, N. N CODE FOR E COMPLIANCE APPROVED MAY 10 2011 City of Tukwila BUILDINAnnncinni RECEIVED APR 2 6 2011 T6 ..................................................................................... ..............................• IF HANGER WIRE IS OUT OF PLUMB GREATER THAN 1:6 COUNTER SPLAY PER ASTM C636 WALL WHICH PENETRATES — CEILING GRID WALL EDGE MOLDING #12 PERIMETER HANGER WIRE ANCHORED TO STRUCTURE ABOVE @ EACH MAIN BEAM OR CROSS TEE STABILIZER BAR SYSTEM TO KEEP PERIMETER COMPONENTS FROM SPREADING APART © UNATTACHED WALLS ONLY TIGHT LOOP THROUGH HANGER HOLE & THREE TIGHT TURNS WITHIN 3" ( TOP TO BOTTOM) PER ASTM C636 --- MAIN BEAM OR CROSS TEE CEILING GRID MIN. 3/4" @ UN–ATTACHED WA! I S MI N. 2" EDGE TRACK AT SUSP. CEILING STEEL STUD COMPRESSION — POST AS REQUIRED BY JURISDICTION HAVING AUTHORITY #12 HANGER WIRE TYP. TIGHT LOOP THROUGH HANGER HOLE & THREE TIGHT TURNS WITHIN 3" ( TOP TO BOTTOM) CROSS TEE MAIN CEILING PER ASTM C635 BEAM PER ASTM C635 CEILING INSTALLATION REQUIREMENTS SUSPENDED CEILINGS SHALL BE BRACED AGAINST LATERAL MOVEMENT DUE TO EARTHQUAKE PER ASTM C636, IN THE ABSENCE OF AN ENGINEERED DESIGN THE FOLLOWING BRACING SYSTEM WILL BE REQUIRED. FOUR NO. 12 GA STEEL WIRES SHALL BE ATTACHED TO A MAIN RUNNER WITHIN 2 INCHES OF A CROSS RUNNER. THE WIRES SHALL BE SPLAYED 90 DEGREES TO EACH OTHER AND RUN UP TO STRUCTURE ABOVE AT AN ANGLE NOT TO EXCEED 45 DEGREES FROM THE HORIZONTAL. A COMPRESSION STRUT SHALL EXTEND FROM THE MAIN RUNNER AT THE ATTACHMENT OF THE WIRES VERTICALLY AND BE ATTACHED TO THE STRUCTURE ABOVE AS REQUIRED BY BUILDING OFFICIAL. SUCH BRACING SYSTEMS SHALL BE PROVIDED AT A SPACING NOT TO EXCEED 12 FEET IN BOTH DIRECTIONS. BEGINNING AT A POINT NOT TO EXCEED 6 FEET FROM WALLS. VERTICAL AND PERIMETER HANGERS INSTALLED PER ASTM C636 AND MANUFACTURERS REQUIREMENTS. LIGHTING FIXTURES WHICH WEIGH LESS THAN 56 POUNDS SHALL BE ATTACHED TO THE CEILING GRID SYSTEM AND TO BUILDING STRUCTURE BY AT LEAST 2 NO. 12 GAGE WIRES, LIGHT FIXTURES WHICH WEIGH 56 POUNDS OR MORE SHALL BE SUSPENDED FROM THE STRUCTURE INDEPENDENT OF THE CEILING GRID, AND AN ENGINEERING DESIGN SHALL BE SUBMITTED TO SUBSTANTIATE THE SUSPENSION SYSTEM. MECHANICAL EQUIPMENT SHALL BE SUPPORTED INDEPENDENT OF THE CEILING SUSPENSION SYSTEM. • MINIMUM 2" WIDE WALL MOLDING • GRID MUST BE ATTACHED TO TWO ADJACENT WALLS – OPPOSITE WALL MUST HAVE A 3/4" CLEARANCE. • ENDS OF MAIN BEAMS AND CROSS TEES MUST BE TIED TOGETHER TO PREVENT THEIR SPREADING. • PERIMETER SUPPORT WIRES MUST BE WITHIN 8" OF CEILING EDGE. * PROVIDE MANUFACTURERS HEAVY DUTY GRID SYSTEM. * CEILING AREAS OVER 1,000 SF MUST HAVE HORIZONTAL RESTRAINT WIRE OR RIGID BRACING. 6 CEILING AREAS OVER 2,500 SF MUST HAVE MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITIONS. * CEILINGS WITHOUT RIGID BRACING MUST HAVE 2" OVERSIZED TRIM RINGS FOR SPRINKLERS AND OTHER PENETRATIONS. * CHANGES IN CEILING PLANE MUST HAVE POSITIVE BRACING. ▪ CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED AND BRACED. SUSPENDED CEILING WILL BE SUBJECT TO SPECIAL INSPECTION AS REQUIRED BY LOCAL BUILDING OFFICIAL. • IF CEILING SYSTEM TO BE INSTALLED IS NOT AS SPECIFIED ABOVE, CONTRACTOR SHALL SUBMIT ALTERNATIVE MATERIAL AND METHODS AS DESCRIBED IN I.B.C. SECTION 104.11 TO LOCAL BUILDING OFFICIAL. SEISMIC BRACE AT SUSPENDED CEILING N. WALL EDGE MOLDING STABILIZER BAR SYSTEM TO KEEP – PERIMETER COMPONENTS FROM SPREADING APART 0 UNATTACHED WALLS ONLY ----- CROSS TEE PER ASTM C635 SUSP CEILING BRACE AT PERIMETER N.T.S. 5/8" TYPE 'X' G.W.B. ON 2' x WOOD STUDS ZA 10 BC FIRE EXTINGUISHE [LI FIRE EXTINGUISHER SEMI–RECESSED CABINET FIRE EXTINGUISHER CABINET Scale: 3"----1'-0" CEILING INSULATION PER WALL SECTION 7/8" TENT LIGHT FIXTURE W/ CEILING TILES FOR INSULATION COVER, SIMILAR TO UL --. DESIGN G216. 1111110110 SUSP. ACOUST. TILE CEILING AND GRID SYSTEM PER REFLECTED CEIUNG PLAN 2 X4 RECESSED FLUORESCENT LIGHT FIXTURE PER REFLECTED CEILING PLAN TENT AT LIGHT FIXTURE Scale: 1 1 /2"= • • ... .... ...... ... RECEPTION I REVIEWED FOR CODE COMPLIANCE APPROVED MAY 1 0 2011 City of Tukwila BUILDINS 111VISION FIRST FLOOR PLAN OFFICE OFFICE (E) OPEN OFFICE c. OFFICE OFFICE FIRE EXTINGUISHER CABINET OFFICE Li OFF10E: 9999999 ... WOMEN • . MEN E OFFICE ) OFFICE C106) [II •*A2.1 OFFICE 1-i (102) -1. 12'-0" CEILING LIGHTING SYMBOLS LEGEND & NOTES [EXIT CEILING NOTES: NEW 2' X 4' SUSPENDED ACOUSTICAL TILE CEILING GRID, SEE FINISH SCHEDULE FOR CEILING TILES. NEW 2' X 4' FLUORESCENT LIGHT FIXTURE V ELECTRIC BALLAST, (2) TUBES LIGHTED EXIT SIGN W/ BATTERY BACK–UP 1. PROVIDE EMERGENCY EXIT LIGHTING PER I.B.C. SECTION 1006 (TYP.) (BIDDER DESIGN) 2. LIGHTING LAYOUT IS CONCEPTUAL ONLY. DESIGN/BUILD ELECTRICAL CONTRACTOR TO TO DEVELOP PLANS / LAYOUT WITH VERIFIED LIGHTING LEVELS AND SHOW COMPLIANCE WITH WSNREC LIGHTING BUDGET REQUIREMENTS. 3. PROVIDE AUTOMATIC SHUT–OFF CONTROLS AND OCCUPANCY SENSORS THROUGHOUT PROPOSED TENANT SPACE AS REQUIRED PER WSEC SECTION 1513.1 AND 1513.6. CA) •, EXIT FALSE ' BELOW CEILING LEADER 2" EXISTII\IG (.):7- I- :C.:I:. NEW SUSPENDED CEILING AND LIGHTING AT 9'-0" A.F.F. EXISTING SUSPENDED CEILING AND LIGHTING AT OFFICE • •• ...... 'TYP. FALSE HEADER 2" BELOW EXISTING CEILING. , ....... pcdov oconAN ovis V6Y- Ici (.0 [23 ....................................................................... • ............................................... ................................................ FIRST FLOOR REFLECTED CEILING PLAN 1) k It'-1 E=I RECEIVED APR 26 2011 PERMITC FIRST FREFLECTED CEILING PLAN 'PROFESSIONAL PLASTICS 11 -074 iiiiiiiiiiiliiiillialCf, Ea no. 3 1 LANCE MUELLER Sc. A S S C ATE 3 95 \ REGISTERED g ; ? TECT HC . ....." 1BUILDING 781 11,-...,... € > : : drown ...... > MO :::::' .... STATE YtSEEGTa d checked E] E �1 1 I AN SEA' 4 130 LAKESIDE 4 SUITE 250 * SEATTLE, WA 98122 ° (206 325 °2553 "UK.WIL.A, WA, 98188 date no. revision date fa ROOM FINISH SCHEDULE ROOM NO. REMARKS FIRST FLOOR OFFICE AREA 100 101 102 103 CARPET CARPET CARPET CARPET FACT. FACT, FACT. RUBBER RUBBER RUBBER RUBBER FACT. FACT. FACT. GWB GWB GWB GWB PAINT PAINT PAINT PAINT HEM= ACT ACT ACT ACT FACT. FACT. 9' -0» 9I __ O" 9, -0» 9' -0" DOOR SCHEDULE DESCRIPTION DOOR HARDWARE GROUP FIRST FLOOR OFFICE AREA RATING SIGNANGE /REMARKS 100 A 31- 0 "x7' --0" 101 B 3'-0"x7'-0" 102 A 3' -0 "x7'_0" 103 A 3'--- 0 "x7' -0" WOOD HARDWARE GROUPS 1. LEVER LOCKSET 1 1/2 PAIR BUTTS SILENCERS WALL STOP 2. PRIVACY LATCHSET 1 1/2 PAIR BUTTS SILENCERS WALL STOP STAIN STAIN STAIN STAIN FACT. FACT. HARDWARE NOTES: ALL HARDWARE TO MATCH EXISTING BUILDING STANDARD. COORDINATE KEYING WITH OWNER & TENANT. 3' -0" X 7' -0" S.C. WOOD DOOR WI H.M. FRAME A 1/4" CLEAR TEMPERED GLASS IN H.M. FRAME 3' -O" X 7'-0" S.C. WOOD DOOR W/ H.M. FRAME 6 "x30" WIRE GLASS LITE IN MTL. FRAME T. = TEMPERED GLAZING B 3/4" CLEAR INSULATED GLASS IN VINYL FRAME DOOR & WINDOW TYPES Scale: 1 /4 „ =1' -0” DOOR 8c WINDOW NOTES 1. ALL DOOR HARDWARE TO COMPLY WITH I.B.C. SECTION 1008, WAC 51 -50 AND A.D.A. 2. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT PER I.B.C. SECTION 1008.1.8 3. PROVIDE SAFETY GLAZING PER DRAWINGS AND I.B.C. SECTION 2406. T= TEMPERED GLAZING. IC REVIEWED f=QR CODE COMPLIANCE APPROVED MAY 10 2011 City of Tukwila BUILDING nivI IM ATT INSULATION OVER ENTIRE OFFICE CEILING AREA SUSP. ACOUSTICAL TILE CEILING ATTACH TOP TRACK °--° TO SUSP. CEILING MAIN RUNNER AT EACH POINT OF INTERSECTION WITH 1" DRYWALL SCREW. 2 "x4" WOOD STUDS 24" O.C. WITH 5/8" TYPE "X" GWB EACH SIDE 2 "x4" STUD (PRESSURE TREATED WOOD SILL AT CONCRETE FLOOR) BASE PER SCHEDULE FLOOR PER PLANS TYPICAL PARTITION WALL Scale: 1/2 " =1' -0 „ 14'—O" TO MATCH EXISTING WALL WAREHOUSE SIDE mt,Ncr I P� al\v/0 gAmmm--i SIMPSON 314-16 TOP FLANGE HANGER TO TOP OF EXISTING PER €MITER WALL NEW STRUCTURE FOR HANGING SUSPENDED CEILING. 16" TJI'S AT 4' -- -0" O.C. 1 J'" RIM JOIST. DOUBLE 2x6" TOP PLATE R BATT INSULATION OVER ENTIRE OFFICE CEILING AREA NEW SUSPENDED ACOUSTICAL TILE CEILING -2"x6" WOOD STUDS 24" O.C. WITH 5/8" TYPE "X" GWB EACH SIDE W/ R-21 BATT INSULATION. 4" RUBBER BASE 2x WOOD SILL FLOOR PER PLANS PERIMETER WALL Scale: 3 "=1' -0" EXISTING TRUSSES EXISTING 2x6" @16" O.G. WITH ",CDX PLYWOOD (FULI<. HEIGHT) 1 X*" RIM JOIST. DOUBLE 2x6" TOP PLATE EXISTING CEILING .INSULATION'•OVER-ENTIRE OFFICE'`CEILIl4G !AR. EXISTING SUSPENDED ACOUSTICAL TILE CEILING EW SUSPENDED ACOUSTICAL TILE CEILING --- EXISTING 5/8" TYPE "X" GWB AT OFFICE SIDE c• NFW a OFFICE SIDE °7 EXISTING OFFICE SIDE 4" RUBBER BASE EXISTING 2x WOOD SILL FLOOR PER PLANS a INTERIOR WALL Scale: 3 " =l'mm0' WALL PER PLAN HOLLOW METAL DOOR FRAME - (TYP.) 3 SILENCERS 0 STRIKE SIDE H w cL DOOR JAMB HEAD Scale: 3 "= 1'--0„ 1`t2/ \ 44 DOOR PER SCHEDULE (TYP.) HOLLOW METAL WINDOW FRAME - (TYP.) WINDOW. OPENING rt'~' �. a , i''tlar��hv 9 �" "':'�:,. ' "�,J:.• • ^.i �i �c:R Y>'�R 1/4" CLEAR GLASS (TEMPERED) WALL PER PLAN WINDOW JAMB Scale: 3 "- --1' —'0 (2) NO. 12. WIRES EACH WAY(90') 8'-O" 0.C. PER ICBO REPORT # 4071 SUSP. CEILING GRID 4 1/4" DIA. EYE BOLT W/ NUT & WASHER EACH SIDE OF TOP TRACK A 'J' EDGE BEAD You You louopormyougying Wrplitris TOP PLATE PAINT BLACK 1/4" NEOPRENE SPACER WALL PER PLAN & WALL TYPE TOP OF WALL AT PARTITION Scale: 3"=1 —0' NEW VINYL WINDOW WITH 3/4" INSULATED CLEAR GLASS. MUST HAVE U VALUE .31 OR BLI IER. 1 X WOOD TRIM EASE EDGES AND PAINT HEAD OFFICE SIDE METAL STOP WALL PER SCHEDULE---\ 1 X WOOD TRIM EASE EDGES AND PAINT RECEIVED APR 2 6 2011 P TCENTER INSULATED SLDING WINDOW JAMB Scale: 3 " =1, -0" HEAD at I A PROFESSIONAL PLASTICS 11 -074 IIINIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIII ! a f job no S LANCE MUELLER. Sc ASSOCIATES 3695 AEG €SEED HC IIIIIIIIIIIIIIIIIIIIIMIIIIIIIIMIIIIIIIIIIIIIIMIIIIIMIIIIIIIIIII 'I- co :: t ii Hi....... I ECi drawn ..'. ,...... —4- -: IBUILDING 781 f. F RC3E' B AD EN ... ...... ... . .. .. A WASHINGTON STATE £ CF F 9 checked —1• �' I� APPUCATION SET �1 9 PAR ... ammullommeamammemi. . (,.,A .. .. ::::::: :::::: ; : : : : : . ARCH ... I T E C T S A i A 6233 REGALE PARK DR. L �°g 4 -19 -11 130 LAKESIDE • BUTTE 250 • SEATTLE, WA 981 22 • . (206) 325 -2553 TU W L , W , �" 1 dale no revision date