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HomeMy WebLinkAboutPermit D11-349 - GLOBAL FOODS - CEIING GRID AND OFFICESGLOBAL FOO 1 S 18161 SEGALEPARKDRB Dl 1 -349 City alhukwila 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.: 3523049119 Address: 18161 SEGALE PARK DR B TUKW Suite No: Project Name: GLOBAL FOODS Permit Number: D11 -349 Issue Date: 11/16/2011 Permit Expires On: 05/06/2012 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: REMOVE EXISTING NON - STRUCTURAL WALLS AND CEILING GRID. INSTALL NEW CEILING GRID AND TWO NEW OFFICES. Value of Construction: $16,634.00 Fees Collected: $685.13 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0008 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D11 -349 Printed: 11 -16 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Start Time: End Time: N Start Time: Volumes: Cut 0 c.y. Size (Inches): 0 End Time: Fill 0 c.y. Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: L (H ,V (' I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: 1 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: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: 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 D11-349 Printed: 11 -16 -2011 7: All construction shall be done in confor a with the approved plans and the require of the International Building Code or International Residential , International Mechanical Code, Washin tate Energy Code. 8: All wood to remain in placed concrete shall be treated wood. 9: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 10: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 11: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 14: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 15: ** *FIRE DEPARTMENT CONDITIONS * ** 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: 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) 18: 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) 19: 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) 20: 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) 21: 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) 22: 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) 23: 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) 24: 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) doc: IBC -7/10 D11-349 Printed: 11 -16 -2011 25: Exit hardware and marking shall meet tl.quirements of the International Fire Code. Chapter 10) 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 sprinlder 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 sprinlder work shall commence without approved drawings. (City Ordinance No. 2050). 30: 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) 31: 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) 32: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 33: 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. 34: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 35: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 36: 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 D11-349 Printed: 11 -16 -2011 City otTukwila 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'IMPROVEMENT APPLICATION Plan Review No.: P II- 971M Blanket Permit Agreement No.: /0 -0JI' f ICI Value of Construction: $ /%' to39.00 Assessor Account No.: 3fsa 3�1- `3/ 19 Site Address: /6/(0/ Sle 'ark '7(�ve' Floor: Grovh101 Suite No.: NM Project/Tenant Name: Gj /obot 1 FOB d5 // f Description of. Work: Re v -io ve. ek iS' -l�q klo vt- Si-rya-V(14 ( kick (15 a ✓t0'1 Ce i!, 4c c� r i d . 114544(( veL4 Ce'J', c�eiak a' 'i _Iwo itev.i °etces. CJ V Z Per the International Building Code - Edition �" Type of Construction: V- N �1%tAk(lect Occupancy Group: 1 of 5 Building Use: vLY,t(vtAo .� Nature of Occupancy (printing, manufacturing, etc): t/ J kou w__ Square Footage: Existing Construction Area lsr Floor oZ,'ki 7 a, q(ap 2nd Floor 3, I O O 3rd Floor J. /4 1/4 4t Floor N/il N//l kiJA Will there by any structural work? ❑ Yes gi No If "yes ", please describe Will there be a change in use? ❑ Yes ® No If "yes ", please explain Will there be rack storage? ❑ Yes 125 No If "yes ", a separate permit is required. Existing Fire Protection: ® Sprinklers ❑ 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 11 Application Created: 9 -2004 Revised: Fee:Amount : :ReceiptNo .. Date• Building Permit Fee $ � 0 j oi3 ['�, j � ` V 1 0 - Z---/ / Plan Check Fee $ i , ) 97 Building Surcharge $ 4.50 Total $ (0 M , I Value of Construction: $ /%' to39.00 Assessor Account No.: 3fsa 3�1- `3/ 19 Site Address: /6/(0/ Sle 'ark '7(�ve' Floor: Grovh101 Suite No.: NM Project/Tenant Name: Gj /obot 1 FOB d5 // f Description of. Work: Re v -io ve. ek iS' -l�q klo vt- Si-rya-V(14 ( kick (15 a ✓t0'1 Ce i!, 4c c� r i d . 114544(( veL4 Ce'J', c�eiak a' 'i _Iwo itev.i °etces. CJ V Z Per the International Building Code - Edition �" Type of Construction: V- N �1%tAk(lect Occupancy Group: 1 of 5 Building Use: vLY,t(vtAo .� Nature of Occupancy (printing, manufacturing, etc): t/ J kou w__ Square Footage: Existing Construction Area lsr Floor oZ,'ki 7 a, q(ap 2nd Floor 3, I O O 3rd Floor J. /4 1/4 4t Floor N/il N//l kiJA Will there by any structural work? ❑ Yes gi No If "yes ", please describe Will there be a change in use? ❑ Yes ® No If "yes ", please explain Will there be rack storage? ❑ Yes 125 No If "yes ", a separate permit is required. Existing Fire Protection: ® Sprinklers ❑ 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 11 Application Created: 9 -2004 Revised: BLANKET PERMIT TENAAMPROVEMENT APPLICATION PAGE 2 propo fty,, wrier.. Name: 5(�„aU iie. Poer-$ie LL. Organization: Mailing Address: Po. lvkg/tio. City Phone: .RD 6- S ?S' c - wR SSl98" State Zip 1 Contact Person Name: EA Organization: Mailing Address: rgn, ale RD e4tes LLC P -D• x 8-SDI l k t4// City Phone: 490(o-3'36- ,..170.- ov `d1 State Zip (, ArchitectofRecord.. - All plans must be. wet stamped: by Architect of Record Name: "1I t' IJ (lrts evISe / /D rAolole v` Organization: C-41. Ace- hive Ile/` gAct /4SSOC akS /4N'1t,leds Phone: aD6,-3oZS`oZSS3 Mailing Address: /30 /,Q ke Ay n ie Suik a5O (A09 S'� /oZo2 Gene>ral:Contiractor•. City State Zip Name: S Mailing Address: ee +ice GZ-G P.�. f' ox 8 ?a, WA State Contractor's License No.: 5tt<6A/_pL 9OaCQ Phone: City Expiration Date: a0C0 Sq6 -a��a Ov ef- State Zip q,/0200,. I 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. cp -D I-1ST)(1 to apply for and obtain this permit. Signature: Print Name: Organization: a N ni 'Ee lA Ae H 5 ale. Pr DP41 es L� Mailing Address: 170 l ( F Oa Date: /O //iiill vk (AP k City Phone: .9010- 316- -a0/g,_ State Zip IDaferof Application:, ' I D 1 �J I Date'Expires :r� _ �� / /y�.y /I '. r'...... Stafftlnitials. \ applications \Blanket Permit 11 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 Plan Review No.: litANKET;PERMIT:AGREE ENT Arcliitects Sta #emenf ::: Blanket Permit Agreement No.: ID -- 0Di — A Project Name: Global Foods at Segale building 771 Site Address: 18161 Seagle Park Drive B, Tukwila, WA Is any part of the work proposed under this application include ❑ Yes ® 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 (2003 Edition) Chapter 10, Means of Egress? If no, please explain: Will any special inspections be required per Chapter 17 ❑ Yes IN No in the International Building Code (2003 Edition)? If yes, list specific inspections: As a result of this proposal, does the parking meet the © Yes ❑ No requirements of the Tukwila Zoning Code? If no, please explain deficiency: ARCHITECT/ENGINEER Signature �i�' C Print Name: Lance Mue11 Organization: Lance Mue]Yler Architects Phone: 206- 325 -2553 Mailing Address: 130 Lakeside Suite 250, ARCHITECT/ENGINEER STAMP AND SIGNATURE REGISTERED ARCHITECT NCE P. MUELLER ATE OF WASHINGTON %applications\ blanket permit architect statement Created: 9-2004 Revised: Seattle WA 98036 City State Zip • • wqs 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.: 3523049119 Permit Number: D11 -349 Address: 18161 SEGALE PARK DR B TUKW Status: PENDING Suite No: Applied Date: 10/25/2011 Applicant: GLOBAL FOODS Issue Date: Receipt No.: R11-02336 Payment Amount: $685.13 Initials: BLH Payment Date: 10/25/2011 02:21 PM User ID: ADMIN Balance: $0.00 Payee: SEGALE PROPERTIES TRANSACTION LIST: Type Method Descriptio Amount Payment Check 631179 685.13 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: $685.13 412.50 268.13 4.50 doc: Receiot -06 Printed: 10 -25 -2011 3 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit 31-15 PERMIT PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -36 Permit Inspection Request Line (206) 431 -2451 Project: LO 3111- ranDS Type of Inspection: r IAJ.4 L G/ f' / JV e9 / 08-1-4-1, %' /i, #/ /A41V ro9 Address: 0/6 i SE-C. tte P4R 4 Date Called: 6 Special Instructions: Date Wanted: / 1 //4q4/ Ca.„.-11:' p.m. Requester: Phone No: ? o6 — W6-601 o/ Z- Approved per applicable codes. D Corrections required prior to approval. 3 COMMENTS: () 4`2'/A16 -- 4,, ,,oa -, J G/ f' / JV e9 / 08-1-4-1, %' /i, #/ /A41V ro9 r--7, /d!/ P f,--/ Inspecto IDate: / / / SPECTION FEE REQUIk D. Prior to next inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • • • I! • 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 £t1 -319 r Project: '. e,1-6 IF L r�s Type of Inspection: S u .S . C e. L. A& Addressjs. - Date Called: Special Instructions: �Q.:% .. Date Wanted:. i I — t 7 — of '�� Requester: Phone No: v I Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Insp or: - (- • Date: 7— / REINSPECTION F REQUIRED. Prig to next inspection. fee must be paid. at 6300 Southcenter Blvd.. Suitg100. Call to schedule reinspection. •.. • • • INSPECTION RECORD Retain a copy with permit .. INSPECTION NO. PERMIT NO. .CITY OF TUKWILA BUILDING DIVISION (206) b\■- 349 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ge, Permit Inspection Request Line (206) 431-2451 431-3670 project', ... i k_.9 /0.011 t 00(t c Type of Insikestion: V ir.C4 WI t n1.4 Address: Date Called: Spicial.Instruction : .-0,61 vIV,41 -WV YLI .14- Date Wanted:. V ':-' \ 1 a.m. (pT-:: Requester: Phone No: -)CD -' ) O\ ?- pproved per applicable codes. I j • • L 1 • 3 t. 1:., • COMMENTS: EJCorrections required prior to approval. REINS ECTION F E RE IRED. Prior to next inspection. fee must be 1-71 paid f 6300 Southcenter Bl d.. Suite 1001 Call to schedule reinspection. INSPECTION NUMBER kir INSPECTION RECORD Retain a copy with permit P//— 3Lici �i -s- ice PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: G /ph .. / Isis Sprinklers: Type of Inspection: � rY.. P .i /, / /J/[ .... L 1'- wGj Address: /1/61 Sc 4,3 /a- Suite #: A . 0:(3 Contact Person: "ha AA/ Special Instructions: ,.- 6) r. %e ' �4. /J -. l .. � L Phone No.: e?©‘ 39'G Zui Z Approxed per applicable codes. • Corrections required prior to approval. ;COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: - . Pre -Fire: Permits: Occupancy Type: ,.- 6) r. %e ' �4. /J -. l .. � L . _. /4. i 7' s A i •1 -.-1 aF A c . Needs Shift Inspection: ' Sprinklers: Fire Alarm: Hood & Duct: Monitor: - . Pre -Fire: Permits: Occupancy Type: Inspector: , ,S3 Date: / / /Z�A4 Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from 1. the City of Tukwila Finance Department. Call to schedule a reinspection. P•••• • • Billing Address Attn: Company Name: Address: City: State: 1 Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 NOV- 07- 2011(MON) 15;d5 STORY ACOUSTICS INC Certification of Performance (FAX )2066250224 P. 001 /006 firfiVf BflieXY G706- $76- /b(P. : Donir ACM7 Seismic Clip ), (j r /8" Molding In the vast majority of seismic applications, only 2" wall molding will meet code requirements. However, in certain narrowly defined applications, local building officials may approve use of 7/8" wall molding without pop rivets if tees are secured atthe perimeter with a seismic attachment clip. For these special circumstances, USG offers the Dore brand ACM? seismic clip, designed to provide a more robust hold than traditional L- shaped seismic clips by other manufacturers. PM arm emu Seismic ma ECEIVE 2011 DEPARTMENT The DOMACM7 alp features a saddle that lit securely over the tee bulb and fastens tome tee web. The ACM7 <fip also provides two taw wings, which emmect to the wall molding on each side of the lee with scream and lichen -fit tabs. Ether wing can be snipped off to fit comers and other tight ptaces.And the dip adltmts easily to accommodate teas that lntersectthc wall atanangle. AMY seismic ow Perromianee Test Miura Criteria Result Tecefeerect Tee Agouti eetsllardmul dip. >5oo.45teas . Test tamped adds laid. with dipdR attached to lac hare CmnpfalmT ©t Tex faUoulsOpa:ellen Ram elle. a324.75100dowl. Test sopped gets load. wlhdip eel attached to tea ewheeindtg 3/0' dames= hem wait [Mee load di maned Onia level TI�UUaoat1.- CUP(BY ) Traditional L- shaped pips attach to only one side rd the tee web and do nat fit Doer the tee bulb. And they attach to the molding with anlya fiction fit, not fasteners, which are required in seismic design categories D, E, and F. With so few contact points and no farmers on the molding, tees may shift during installation, eauelnq misalignments that min pratang the inspection process, delay approvals and risk system failure in aseismic event. NOV- 07- 2011(MON) 15:45 STORY ACOUSTICS INC Certification of Performance (FRX)2066250224 P. 002 /006 Dornr Seismic Solutions Categories D, E, and. F Category C Since 1957 Dore brand suspension systems have set the standard, using the strongest gauge stool to produce tho tightest systems available with the greatest lateral and torsional stiffness. Building on this commitment to quality, USG teamed with the University at Buffalo (SUNY), the Department of Civil, Structural and Environmental Englneering — Structural Engineering and Earthquake Simulation Laboratory (SEESL) to conduct fuU -scale • seismic testing to evaluate and qualify the seismic performance of these systems. This testing proved that DONN suspension systems provide a superior code - compliant solution to meeting Intemational Building Code (IBC) requirements, Including Installations In Categorles D, E and F, and Category C. When seismic requirements are a critical design Issue, architects, contractors and building officials can rely on DONN suspension systems to: — Moot or exceed all national code requirements with 718" wall molding. — Fulfill requirements for IBC seismic design categories A, B. C, 0, E, and F. — Provide evidence of compliance (and greatly exceed) ICC Evaluation Service, Inc. (ICC -ES) AC156 and AC368 requirements. — Deliver proven code - compliant solutions 42% stronger than competing systems. — Otter an aesthetically attractive option to traditional 2" angle molding. -- Provide approved solutions certified with tire maximum sq. ft. weights accommodating complete ceilings systems. -- Otter a cost- savIng Intermediate Duty system without porimotor wires that exceeds the requirements of AC156 and AC388, $cismla Specifications Seismic testing typically focuses primarily on tho suspension system belt. Any ceiling panel can be Installed Qualification In the test assembly regardless of how Brio It weighs, and component, such as light fixtures and air handling equipment are usually excluded. In practical application, however, the suspension system must support and carry the weight of a fully functional coiling systom, Including ceiling panels that can weigh as much as 2 lb./sq. ft. Therefore, USG tested suspension systems with weights commensurate with those found in real -world Installations, Including light fixtures and air handing equipment, using a wide variety of ceiling panels that USG offers. Full -scale testing performed at to University at Buffalo (SUNY) the department of Civil, Structural and Environmental Engineering —Structural Engineering and Earthquake Simulation Laboratory (SEESL) certifies that USG IBC-compliant assemblies aro able to accommodate loads 39% heavier than those claimed by competing systems. Testing Gales System Welcht 3.0 , zs k 2.0 1.5 1.0 n.5 0,0 gingery O, E &I Category C Seismic Design Category • USG Carnpcting systems 1 NOV- 07- 2011(MON) 15:46 STORY ACOUSTICS INC (FAX)2066250224 P.003/006 USG data based on full•scale testing and evaluation performed at the University at Buffalo (SONY) the department of Civil, Structural and Environmental Engineering — Structural Engineering and Earthquake Simulation Laboratory (SEESL). Comparative data obtained from public sources Including, ICC-ES Reports, product literature and websttes. Testing A complete range of USG ceiling systems was subjected to various levels of earthquake shaking for the purpose of seismic qualification. The expei'mental studies were performed In to University at Buffalo (SUNY) the department of Civil, Structural and Environmental Engineering — Structural Engineering and Earthquake Simulation laboratory (SEESL) using an earthquake simulator. System performance was certified to tolerate forces in seismic Categories D, E and F that exceeded the requirements of AC156 and AC368 by 42%. USG Exceeds ACt66 test Criteria +42% +211% copy o.eat• Comm C Seismic Design Category Ac16B Requirements l USG Competing systems Testing per ICC Evaluation Service, Inc. (ICC -ES) AC156 and A•36B: Syafrm Design System DXL -H Seismic Design Calegary 0, E, F System Weight Duty Rating Twat Remelt 2.50 Ibsitt.2 Heavy Duty Passed System DXL -I D, E, F 2.50 Ibs./tt.2 System DXL -I -C C 2.27 Ibsdit.2 Intermediate Duty Passed Imormodiate Duty Parsed With these certified IBC- compliant assemblies, USG Is the only manufacturer to offer: — Both a Heavy Duty and an Intermediate Duty suspension system that moot IBC seismic dcslgn categories 0, E, and F, including designs utilizing 7/8^ wall angle without perimeter wires or fasteners required through the seismic dip. — A seismic system that exceeds the requirements of AC156 and AC388 by moro than 42%. -• Seismic-system weights commensurate with typical ceiling systems. — A seismic clip laboratory certified to greatly exceed all structural and seismic requirements including tension, compression and ton fallout. 2 C NOV- 07- 2011(MON) 15:46 STORY ACOUSTICS INC (FAX)2066250224 P.004/006 Code Approval Testing and evaluation performed at the University at Buffalo (SONY), the Department at Civil, Structural and Environmental Engineering — Structural Cnglneortng•and Earthquake Simulation Laboratory (SECSU qualify the performance of those systems according to the AC156 — Seismic Qualification Specification, and AC368 — Acceptance Criteria tar Suspended Ceiling framing Systems. Several alternative materials, designs and methods of construction were evaluated and tested. Results of this Investlgation indicates that these tided alternative designs aro at least tiro oquivatont of that proscribed in tho code for quality, strength, effectiveness, fire resistance, durability and safety, These alternative designs are at least equivalent to tho txitorta sot forth InAC156 and AC368, and otherwise demonstrate compliance with the performance features of the codes. The data and test results presented provide technical evidence on which a code official can base approval. Construction details for these systems aro shown on the following pages. 3 NOV- 07- 2011(MON) 15:46 STORY ACOUSTICS INC (FAX)2066250224 P.005/006 Categories D, E, F Heavy Duty DXL -H System 7/8" Molding Systems Summary Wall Molding 7/E Seismic CDp ACM7 Two Adjacent Floating Sides 3/4. gap; ACM7 seismic clip with one fastener through wall molding and no IQ11eura atmdun®dlu tec Two Adjacent Flied sides Tight no gap; ACM7 seormic dip with one faulouur through wall molding end one lastonr r attachment to toe Perimeter Hanger Wlrec Nona Stablilmr ears Nona Canatructian Ootelle Ad major Dam suspension systems, Ax, DxlbxL, ro io (DV), r'w 1/0(Dxlll,QNucaILL (DW (ALT). CE (controlled environment), MG, Dxw, min, anti D4A Natvirorancniag, include Do code- compliant heavy -mdy meat teetaqulred for SeI n0c D o n l a n Calsaaios D. E, and For the code-campllent intermenlata -dory main lee reouoed for Seismic D& do Wagers C. For cans areas 'Weeding 2,500 ft' RD2 rn , a secndt separation bard may be requoud. See page 10 tor Inhumation nn seismic Separation Tpe penonwince of Dorm mh: spawn c traced on the apacalc mminellon of saperku t moment: anddu 1uslaniinsLanalionmethods shown. Components from cater manutaeturers were 1101 evaluated, aril Muir use or any mbmd use 13 not remmmarldad.• 1E3 and 2 or and a Tight Wan X 12 !f q r jig L...---2.1c, 2. o,c.— ii Cross Teo T \ p� 6 ! H G f t u f I. i 1 qc� 1 c.1 yy Sin Vt 21{ ► 1 G , R 1 ; 411 11. Floating Wall 7 seismic dip CM7 aommic dip ar riveted and • NOV- 07- 2011(MON) 15:47 STORY ACOUSTICS INC (FAX)2066250224 P.006/006 ACM7 Clip, Tight Wai t \ \ \ \ attach ecru through either clan—. \\ . 2 ACM7 seismic cap scow attached ' /e• x 9a' Wall nlUlning tee hough Aar tap fastcnar apen=kecru o o r!x• I ACM /wall f« anammnm alp Tee filue%light Waft pxhnutcr hangar wire (co C)1 pap pap rivot 8• max. W Max + -I(7 s 1 hanger ...'''' ice ' 'la" x rte' waft mowing wire (apgor lfl Icc NV \ r/• pop rtvnt ACM7 Clip, Floating Wall a \ \ s ACM7 seismic Crip r!i xr /a' wall moltltllj tee 0 • • r/a"•4 3/4: min. mo a- or) 7/8 ACM7 wolf 1+ attachment cap 7 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary 2006 Washington State Nonresidential Energy Code Compliance Forms LTG -INT • Project Info Project Address Global Foods at Segala Properties Bldg. 771 Date 10/17/2011 18161 Segale Park Dr. B For Building Department Use FILE COPY OFFICE AREA Applicant Name: Harold Christensen c/o Lance Mueller Architects Applicant Address: 130 Lakeside, suite 250, Seattle, WA 98122 0.91 Applicant Phone: 206 - 325 -2553 Project Description ❑ Plans Included requirements. ❑ New Building ❑ Addition J Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option 0 Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor/room no.) Occupancy Description Allowed Watts per ft2** Area in ft2 Allowed x Area OFFICE AREA 2x4 Lay -in fluorescent fixture (T8 -2 tube bulbs) OFFICE SPACE 0.91 2452.0 2231.3 ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 2231.3 Proposed Lighting Wattage Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed OFFICE AREA 2x4 Lay -in fluorescent fixture (T8 -2 tube bulbs) 33 64.0 2112.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 2112.0 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 hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For 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. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0 9 2011 City of Tukwila RI HI fING DIVISION tti 3-g9 ECEBVE OCT 25 2011 PERINCENTER 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Sumrna back LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Prescriptive Spaces Occupancy: Q Warehouses, storage areas or aircraft storage hangers Q Other Qualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non - lensed 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 lamps, and d) hard -wired elec- tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. TABLE 15 -1 Unit Lighting Power Allowance (LPA Use' LPA` (W /sf) Use' LPA` (W /sf) Automotive facility 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools hospitals, institutions, museums, banks, churches) " 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations" 1.0 Cafeterias, fast food establishments', restaurants /barss 1.3 Post office 1.1 Dormitory 1.0 Retail", retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia'', assembly spaces" 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel /motel 1.0 Warehouses", storage areas 0.5 Hotel banquet/conference /exhibition hall" 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries' 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies3 (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 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 two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve 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 two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions, a Unit Lighting Power Allowance of 1.10 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 1.5 w /ft2 of merchandise display luminaires are exempt provided that they comply with all three 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). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. • 0 T ( �yS�• �,•� '' , Fyj��y1 R�� 7'rl7 lbs %.Y` 0y nD t: of '.yA, b PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -349 DATE: 10 -25 -11 PROJECT NAME: GLOBAL FOODS SITE ADDRESS: 18161 SEGALE PARK DR B X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued EPARTMENTS: uilding Division Public Works ir A-wc 6■ ire Prevention Structural Planning Division n Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-27 -11 Complete Comments: Incomplete 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 1p Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 11 -24 -11 Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Permit Center Use Only . CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 Contractors or Tradespeople Peer Friendly Page • ■ General /Specialty Contractor A business registered as a construction contractor with L81 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 SEGALBP151M55EGALE 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 $1,000,000.00 03 /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 $1,000,000.00 03/31/2009 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 11/16/2011 DEPARTMENT OF LABOR AND ST IND RIES ' �' REGISTERED AS PROVIDED BY LAW A.P CONST CONTR GENERAL REGIST. # EXP. DATE ccol SEGALBL902CQ 4/1/2012 EFFEGWE DArE 2/18/2010 SEGALE PROPERITIES LLC PO BOX 88028 TUKWILA WA 98138 -2028 F625- 052 -000 (8/97) ti GLOBAL FOODS. HATCHED AREA REPRESENTS PREDOMINANT CONSTRUCTION AREA. SEE PLANS FOR ALL WORK. t l4rM • 'dry ib I IN tke ,,GALE PARK y .,..,. ^�s a` , 1 DRIVE gs, • "'� w.� k i i 1 !.' 3 \ • S1 •y .. • tT W.� l + , •��f is "Pro Villa s air. c ~ .74.6"; . 4 .� ;...�.......... -.. ern _ . } �rP 40' 4 ;40 i ri , i , [r .11 (A:4 . # 6%0141 r `A • GLOBAL O D S .2 F. BUILDING 771 SEPALEp.ii3USIN ESSAR FOOTPRINT EMERALD MOVING 1!..4F+ 1 i+ , y, • ;•;0w t � �•rt•i , • kttneigo at:. msxoR.Y4r �- ..ae vavwrtsxvc mow.... tcmy.a. .s .��•w.�•n xe --: •• ..n..- ,.+,,.•...- a.:•+..n.en.�m aeozo}waea wvro+�vxan, ty. r •. t1.Ao + OVERALL SITE PLAN 'rte INR i' .. err.,:..: 1... 144, ili+♦w f t:Y..,, '...'+..'- �>`.,,,, •-..ate .Gr r sir 0f f ......�...• .ri3 . N; d ia�: i. .i7r. i.W. Ifs .1 y' 1.C.` ; l •!$ "` 4,40 ' 1. C Scale: 1"=60'.-0" PROJECT TEAM PROPERTY APPLICANT: SEGALE PROPERTIES 5811 SEGALE PARK DRIVE C TUKWILA, WA 98188 (206) 575 -2000 FAX (206) 575 -1837 CONTACT: BARRY BENNETT EMAIL: BBENNETT ®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 GENERAL CONTRACTOR: SEGALE PROPERTIES P.O. BOX 88028 TUKWILA, WA 98188 (206) 575 -2000 EXISTING . BUILDING DATA CONSTRUCTION TYPE: OCCUPANCY TYPE: ZONING: BUILDING AREA: BUILDING 771 (EXISTING) TOTAL ALLOWABLE AREA CALC: PARKING PROVIDED: FULL SIZE TOTAL V -N FIRE SPRINKLED B -2. S HI 234,450 S.F. UNLIMITED AREA PER I.B.C. SECTION 507.2 (BUILDINGS SPRINKLED AND SURROUNDED ENTIRELY BY 60' PUBLIC WAYS OR YARDS) 236 STALLS 236 STALLS PROJECT DATA - GLOBAL FOODS Xi3C� CODE OCCUPANCY GROUP: CONSTRUCTION TYPE: 2009:(1., I.F.C., I.M.C., I.P.C. B, S -1 V -B TENANT PREMISE AREA: EXISTING FIRST FLOOR OFFICE AREA EXISTING MEZZANINE OFFICE SPACE EXISTING WAREHOUSE AREA TOTAL PREMISE AREA 2,960 S.F. 3,618 S.F. 16,462 S.F. 23.040 S.F. THERMAL PERFORMANCE: THERMAL ENVELOPE IS EXISTING. NO NEW CONDITIONED SPACE ADDED THIS PERMIT. SEr i —IATL PERMIT REQUIRED FOR: dethanloal L ectrical E! 'i: bing [Gas Piping City of Tukwila ESL LDINO DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. WrITZ:.: f'evssions will require a new plan submittal rnd may include additional plan review fees. LEGAL DESCRIPTION PARCEL A OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. #L02 -029 AS RECORDED UNDER RECORDNG NO. #20021007900001 SD PAR LOCATED E 1/2 & SW 1/4 OF SD SEC, RECORDS OF KING COUNTY. TAX PARCEL NUMBER: 352304 -9119 ADDRESS VICINITY MAP 18161 SEGALE PARK DRIVE B, TUKWILA WA 98188 ROJECT DECSRIPTION RECONFIGURE PORTIONS OF EXISTING .FIRST FLOOR OFFICE SPACE, REMOVE EXISTING CEILING GRID, TILES AND LIGHTS. NEW OFFICES TO BE CREATED IN EXISTING OPEN OFFICE AREA. NEW SUSPENDED CEILING, TILES AND LIGHTING WILL BE ADDED TO EXISTING FIRST FLOOR OFFICE AREA AFTER DEMOLITION OF EXISTING CEILING. PARKING IS EXISTING ON SITE. DEFERRED SUBMITTALS * ELECTRICAL SYSTEM & DESIGN * MECHANICAL /PLUMBING SYSTEM & DESIGN INDEX OF DRAWINGS OR CODE COMPLIANCE;:: APPROVE NOV 0 9 2011 City of Tukwila !SION ARCHITECTURAL TA1.0 TA2.0 TA2.1 TA3.0 SITE PLAN / COVER SHEET DEMOLITION PLANS, OVERALL TENANT PLAN FIRST FLOOR & REFLECTED CEILING PLAN DETAILS, SCEHDU LE C PY Permit No., tIU bilft, Via( PIP!! rr+view approval Is subject to errors and omissions. - rz l of construction documents does not authorize 3!2t±c)r of any adopted code or ordinance. Receipt o: L proved Hold Copy and conditions is acknowledged: By Date: City Of lkikwlla BUILDING DIVISION \0 -001- BIM RECEIVED OCT 25 2011 PERMIT CENTER i O o v PERMIT APPLICATION SET c 0 'a 0 11 -160 .17 job no. c = checked I 1 N 0 0 m >_ r- 0 0 0 0 0 0 DEMOLITION KEYNOTES 0 0 REMOVE EXISTING WALL AND DOOR FOR NEW ROOM CONFIGURATION. REMOVE PORTION OF EXISTING WALL FOR NEW INSULATED WINDOW. SEE FLOOR PLAN. REMOVE EXISTING SUSPENDED CEILING GRID, TILES AND LIGHTS FOR NEW CEILING, TILES AND LIGHTS PER PLANS. ® REMOVE EXISTING BASE CABINETS FOR NEW BASE CABINETS, COUNTER AND UPPER CABINETS. REUSE EXISTING SINK AT NEW CABINETS. SEE FLOOR PLAN. ELEVATION SHEET NUMBER DETAIL SHEET NUMBER EXISTING DOOR DOOR NUMBER SEE DOOR SCHEDULE INTERIOR ELEVATION DETAILS REVISIONS WALL TYPES /SECTIONS ENLARGED PLANS /DETAILS COLUMNS OR GRID LINES 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 MD 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 EEING 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 1HE WORK. WHERE MINOR ADJUSTMENTS TO THE WORK ARE NECESSARY FOR THE PURPOSES DF 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. 9. 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 CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED. 13. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WITH 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. II II 11 11 1 _,1 1 11 I 11 11 11 11 DEMOLITION PLAN — FIRST FLOOR Scale: 1/32"= '—O" 1 11 11 11 11 11 II II II II 11 II 11 1 I 1 I I; 0 0 101' —O" 66' -0" 1. 35' -0" NOTE: ALL WORK THIS PERMIT AT FIRST FLOOR. NO WORK AT EXISTING MEZZANINE. NOTE: PROVIDE UNOBSTRUCTED YELLOW STRIPED PATHWAY TO EXIT DOOR. WAREHOUSE AREA - NO WORK UNDER THIS PERMIT - 0 - 0 - 0 REVIEWED FO CODE COMPLIANCE APPROVED NOV 0 9 2011 City of Tukwila BUILDING DIVISION OVERALL TENANT PLAN Scale: 1/16 " =1' -0" 11 4 RECEIVED OCT 25 2011 PERMIT CENTER CZ W 0 ca Z O o _, 4t1 W 0 V) UJ. LW 1 Q U Z <0 J a z� W W J IIJ J W W O W „ U cn Z Z Q < 0 0 V Z 5 W 0 sz co w Q 00 O, J Q 0 W Q c„ izO OO Q rj Ln 51 N [7 Q 0 N I- in in w F- M En I . w 0 U En w se J D Q m sheet TA2.0 m O a) o -v PERMIT APPLICATION SET C O y > L •ou qof 091.—t1 HC drawn checked 10 -13 -11 date CZ W 0 ca Z O o _, 4t1 W 0 V) UJ. LW 1 Q U Z <0 J a z� W W J IIJ J W W O W „ U cn Z Z Q < 0 0 V Z 5 W 0 sz co w Q 00 O, J Q 0 W Q c„ izO OO Q rj Ln 51 N [7 Q 0 N I- in in w F- M En I . w 0 U En w se J D Q m sheet TA2.0 3 0 0 0 0 OIN0 0 3� CO CV . , . . .I.,1 r1:►'. . . : . -- D o, - - - - - -- iii-- _ - - -- _ -- SUSP. TILE CE ATTACH TO SUS MAIN RI EACH P INTERSE 1" DRY1 2 "x4" VI T to i o 24" 0.0 TYPE ") SIDE 2 "x4" S TREATE[ CONCRE BASE PI FLOOR i OFFICE PARTITION WALL Scale: 1/2 " =1' -0" ACOUSTICAL :ILING TOP TRACK P. CEILING JNNER AT OINT OF :CTION WITH NALL SCREW. OOD STUDS . WITH 5/8" " GWB EACH TUD (PRESSURE ) WOOD SILL AT TE FLOOR) R SCHEDULE ER PLANS CABINET ELEVATION AT COFFEE BAR Scale: 1 /4 " =1' -0" 13 5/8" PLASTIC LAMINATE UPPER CABINET W/ (2) ADJUSTABLE SHELVES. INTERIOR SURFACES TO BE WHITE MELAMINE. PROVIDE K &V 255 INLAID PILASTER SHELF STANDARDS & CLIPS. �— 4" WIRE PULL (TYP.) 2' -1" PROVIDE GOOSE NECK FAUCET LARGE S.S. KITCHEN SINK �LJ 1 PLASTIC LAMINATE COUNTER W/ BACKSPLASH FALSE DRAWER FRONT 4" WIRE PULL (TYP.) PROVIDE HEAT SHIELD ON ALL EXPOSED PIPE. UNDER COUNTER AREA CLEAR FOR WHEELCHAIR ACCESS. BASE PER FINISH SCHEDULE CABINET SECTION AT COFFEE BAR Scale: 1"=1 (2) NO. 12. WIRES EACH WAY(90') ® 8' -0" O.C. PER ICBO REPORT # 4071 SUSP. CEILING GRID 1/4" DIA. EYE BOLT W/ NUT & WASHER EACH SIDE OF TOP TRACK TOP PLATE PAINT BLACK 1/4" NEOPRENE SPACER WALL PER PLAN & WALL TYPE TOP OF PARTITION WALL Scale: 3 " =1' -0 5/8" TYPE 'X' G.W.B. ON 2 x WOOD STUDS • •. ... a'"`' 0.,•'.a..ti-� ;:; .: wsi S.j�'s;a i: ivs •.....+;.:��er �,+W ;� • • aI.. • • 4y ^�. • P;.• Yi': +•!r,'A.`rF• � ^��"1 • 2A 10 BC FIRE EXTINGUISHE SEMI- RECESSED FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER CABINET. Scale: 3 " =1' -0" CEILING / LIGHTING SYMBOLS LEGEND & NOTES EXIT CEILING NOTES: NEW 2' X 4' FLUORESCENT LIGHT FIXTURE W/ ELECTRIC BALLAST, (2) TUBES NEW 2' X 2' FLUORESCENT LIGHT FIXTURE W/ 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. FIRST FLOOR REFLECTED CEILING PLAN Scale: 1 /8 " =1' -0" WOMEN OFFICE (109) A A OPEN OFFICE (106) 4 MEN (1 12) FIRST FLOOR PLAN Scale: 1 /8 " =1' -0" PAINT AND CLEAN ONLY THIS AREA PROVIDE NEW BASE CABINETS, COUNTER AND UPPER CABINETS. REUSE EXISTING SINK. SEE I I/TA2.I WAREHOUSE (120) • 9 c (:). ENTRY STORAGE (105) STAIR #1 —(1 OPEN OFFICE (104) STORAGE 102 NEW GS CEILING AND 'LIGHTING AT 9' -0" A.F.F. NO WORK THIS AREA REVIE=WED POR CODE COMPLIANCE APPROVED NOV 0 9 2011 City of 'Tukwila BUILDING DIVISION 11%, 3L.' RECEIVED OCT 25 2011 PERMITCENTER GLO N W Z �- m 0 W Z J _ 111 J W D � m 0 oeU1 W U N N W J J W 7 W U Z 1 m 0 SZ CO fY Q 00 cL p, Q Q LLJ Q � yJ_ NO > CO 1 Q ro Lin N N a) Q 0 10 N w rn []w W w I— D En I• 0 o cn Et J 0 Q"' sheet TA2. T to i o a o -0 c o y 0 0 c co O M .- .- o °5 .- 0 GLO N W Z �- m 0 W Z J _ 111 J W D � m 0 oeU1 W U N N W J J W 7 W U Z 1 m 0 SZ CO fY Q 00 cL p, Q Q LLJ Q � yJ_ NO > CO 1 Q ro Lin N N a) Q 0 10 N w rn []w W w I— D En I• 0 o cn Et J 0 Q"' sheet TA2. �cS IF HANGER WIRE 15 OUT OF PLUMB GREATER THAN 1:6 GOUNTER SPLAY PER ASTM G636 WALL WHICH PENETRATES CEILING GRID WALL EDGE MOLDING MAX. 8" #12 PERIMETER HANGER WIRE ANCHORED TO STRUCTURE ABOVE ® EACH MAIN BEAM OR CROSS TEE STABILIZER BAR SYSTEM TO KEEP PERIMETER COMPONENTS FROM SPREADING APART 0 UNATTACHED WALLS ONLY TIGHT LOOP THROUGH HANGER HOLE & THREE TIGHT TURNS WITHIN 3" ( TOP TO BOTTOM) PER ASTM C636 MIN. 2" MIN. 3/4" UN- ATTACHED WALLS MAIN BEAM OR CROSS TEE CEILING GRID EDGE TRACK AT SUSP. CEILING Scale: 3 " =1' -0" 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. • 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.T.S. DOOR SCHEDULE ROOM FINISH SCHEDULE ROOM NO. FLOOR BASE WALLS WAINSCOT CEILING REMARKS MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. HT. FIRST FLOOR OFFICE AREA 107 - 3'- O "x7' -O" WOOD - H.M. - - - REUSE EXISTING DOOR 108 - 3'- O "x7' -O" FIRST FLOOR OFFICE AREA 101 GARPET FAGT. RUBBER FAGT. 6WB PAINT - - AGT FACT. q' -0" 102 GARPET FAGT. RUBBER FAGT. 6WB PAINT - - AGT FAGT. q' -O" 103 GARPET FAGT. RUBBER FAGT. 6WB PAINT - - 64^1B PAINT VARIES TERMINATE GARPET AT TOP OF STAIR 104 GARPET FAGT. RUBBER FACT. 6WB PAINT - - AGT FAGT. 61' -0" 105 GARPET FAGT. RUBBER FAGT. 61A113 PAINT - - AGT FAGT. 01' -0" 106 GARPET FAGT. RUBBER FAGT. 6WB PAINT - - AGT FAGT. q' -O" 101 CARPET FAGT. RUBBER FAGT. 6WB PAINT - - AGT FAGT. q' -0" 108 GARPET FAGT. RUBBER FAGT. 6WB PAINT - - AGT FAGT. q' -0" IOq GARPET FAGT. RUBBER FAGT. GWB PAINT - - AGT FAGT. q' -0" 110 EXIST. - - - - PAINT - - EXIST. PAINT - GLEAN AND PAINT III EXIST. - - - - PAINT - - EXIST. PAINT - GLEAN AND PAINT 112 EXIST. - - - - PAINT - - EXIST. PAINT - GLEAN AND PAINT 113 EXIST. - - - - PAINT - - EXIST. PAINT - GLEAN AND PAINT WAREHOUSE 120 I EXIST. - I - - 1 - - - 1 - - I - - 1 - DOOR SCHEDULE DOOR NO. T P E DESCRIPTION DOOR FRAME HARDWARE GROUP RATING SIGNANGE /REMARKS MAT. FIN. MAT. FIN. (PERMIT APPLICATION 5ET c 0 •dl > k_ FIRST FLOOR OFFICE AREA 107 - 3'- O "x7' -O" WOOD - H.M. - - - REUSE EXISTING DOOR 108 - 3'- O "x7' -O" WOOD - H.M. - - - REUSE EXISTING DOOR HARDWARE NOTES: ALL HARDWARE TO MATCH EXISTING BUILDING STANDARD. COORDINATE KEYING WITH OWNER & TENANT. ........................ ............................... WALL PER PLAN HOLLOW METAL DOOR FRAME - (TYP.) 3 SILENCERS STRIKE SIDE fX w 0 DOOR JAMB /HEAD Scale: 3 " =1' -0" DOOR PER SCHEDULE (TYP.) HOLLOW METAL WINDOW FRAME - (TYP.) WINDOW OPENING 1/4" CLEAR GLASS (TEMPERED) 't.^,. \i .'..u>:�.tZ;•ti'! r�..iw..� <' _, °+= x.+t;:7"�4t� °::.!vii' �• :•. `� .�...+. ... � n -�_'a v�h •: ;ice .,.. WALL PER PLAN WINDOW JAMB /HEAD Scale: 3 " =1' -0" OFFICE SIDE METAL STOP NEW VINYL WINDOW WITH 1" INSULATED CLEAR GLASS (NFRC CERTIFIED U =0.55 AR BETTER.) 1 X WOOD TRIM EASE EDGES AND PAINT EXISTING PERIMETER OFFICE WALL 1 X WOOD TRIM EASE EDGES AND PAINT INSULATED SLIDING WINDOW JAMB /HEAD Scale: 3 " =1' -0" WALL EDGE MOLDING SUSP CEILING BRACE AT PERIMETER N.T.S. STABILIZER BAR SYSTEM TO KEEP PERIMETER COMPONENTS FROM. SPREADING APART 0 UNATTACHED WALLS ONLY CROSS TEE PER ASTM C635 1/4" CLEAR TEMPERED GLASS IN H.M. FRAME T. = TEMPERED GLAZING WINDOW TYPES Scale: 1 /4 " =1' -0" 1" INSULATED CLEAR TEMPERED GLASS IN WHITE VINYL FRAME (NFRC CERTIFIED U =0.55 OR BETTER) c 1" INSULATED CLEAR. TEMPERED GLASS IN WHITE VINYL FRAME (NFRC CERTIFIED U =0.55 OR BETTER) DOOR & WINDOW NOTES 1. ALL DOOR HARDWARE TO COMPLY WITH I.B.C. SECTION 1008, WAC 51 -50 AND A.D.A. 2. PROVIDE INTERNATIONAL SYMBOL OF ACCESS SIGNAGE AT EACH ACCESSIBLE ENTRANCE DOOR. (MAIN ENTRANCE AND EMPLOYEE ENTRANCE) 3. 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 4. PROVIDE SAFETY GLAZING PER DRAWINGS AND I.B.C. SECTION 2406. T= TEMPERED GLAZING. 5. ALL STOREFRONT ENTRANCE DOORS TO HAVE 1" TEXT ABOVE DOOR STATING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" IN CONTRASTING LETTERS TO ALUMINUM FRAME. REVIEVVs~ D OR CODE COMPLIANCE APPROVED NOV 0 9 2011 City of TUkwilo BUILDING DIVISION IJII- 349 RECEIVED OCT 25 2011 PERIVIITCENTER 0 v m LLJ Z o Cr) 00 0 CO r ^ O� 0 J Q owZQ LL _J (� < N O %O� LLJ U] IQ W U 0 LO 0) W J J W W 0 z J SCHEDULES MEM (206) 325-2553 • Si • U) N w 0 I• w o Co- w hZ J 0 Q rq sheet TA3.0 ni o .4-, -0 (PERMIT APPLICATION 5ET c 0 •dl > k_ 0 c •ou qof 091 -11 HC drawn checked M i (1) 0 . '"" -0 0 v m LLJ Z o Cr) 00 0 CO r ^ O� 0 J Q owZQ LL _J (� < N O %O� LLJ U] IQ W U 0 LO 0) W J J W W 0 z J SCHEDULES MEM (206) 325-2553 • Si • U) N w 0 I• w o Co- w hZ J 0 Q rq sheet TA3.0