Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D11-069 - LIEBERT CORPORATION - TENANT IMPROVEMENT
LIEBERT CORPORATION 3415 S 116 ST Di 1-069 City oNukwila • 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 Parcel No.: 1023049043 Address: 3415 S 116 ST TUKW Suite No: Project Name: LIEBERT CORPORATION DEVELOPMENT PERMIT Permit Number: D11 -069 Issue Date: 05/09/2011 Permit Expires On: 11/05/2011 Owner: Name: RREEF AMERICAN REIT II Address: PO BOX 4900 #207 , SCOTTSDALE AZ 85261 Contact Person: Name: PAUL WLASCHIN Address: 2125 1 AV #804 , SEATTLE WA 98121 Contractor: Name: MARK PATTERSON CONST LLC Address: 310 221 ST SE , BOTHELL WA 98021 Contractor License No: MARKPPC957M2 Phone: 206 730 -5358 Phone: 425 - 481 -4887 Expiration Date: 07/22/2011 DESCRIPTION OF WORK: EXPAND EXISTING OFFICE INTO WAREHOUSE AREA WITH MEZZANINE STORAGE ABOVE NEW AREA. REMOVE LOWER SECTION OF NON- STRUCTURAL/NON -RATED WALL AND PROVIDE POST AND BEAM SUPPORT. CONSTRUCT 2X6 BEARING WALL AND 2X6 NON - BEARING WALL SUPPORTING TJI AND SHEATHING TO CREATE 125 SF MEZZANINE STORAGE ABOVE WITH RACKING (D 11 -070). ACCESSIBLE BY TENANT ROLLING LADDER. Value of Construction: $32,878.00 Fees Collected: $1,165.85 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: IIIB Occupancy per IBC: 0008 Electrical Service Provided by: * *continued on next page ** doc: IBC -7/10 D11-069 Printed: 05 -09 -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: Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie The granting of t construction o to this permit Signature: N N N • • Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: Date: Public: Non - Profit: N Public: ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. ive authority to violate or cancel the provisions of any other state or local laws regulating uthorized to sign and obtain this development permit and agree to the conditions attached 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: ** *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 D11-069 Printed: 05 -09 -2011 7: All construction shall be done in conform conformilk with the approved plans and the requireme of the International Building Code or International Residential C111. International Mechanical Code, Washingtoillir to Energy Code. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 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: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 19: 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) 20: 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) 21: 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) 22: 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) 23: 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) 24: 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) 25: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the doc: IBC -7/10 D11 -069 Printed: 05 -09 -2011 International Building Code shall not requir ht grasping, tight pinching or twisting of th•st to operate. (IFC 1008.1.8.1) 26: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 27: 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) 28: 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) 29: 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) 30: 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 arty 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). 31: 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) 32: 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) 33: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 34: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 35: 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. 36: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (IFC 505.1) 37: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 38: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 39: 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 D11-069 Printed: 05 -09 -2011 • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila WA 98188 • a Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print** 1 SITE LOCATION _ King Co Assessor's Tax No.: /0 2.3 b q 0`1-5 �?�t'1.5 5. it iO sr eitc. Suite Number. 105 /S�O 5 Site Address: �,/ 1, x0r /� ' -rhoN - New Tenant: Yes ..No ❑ Tenant Name: 1 Property Owners N 4% .A' Amami % k/f�6AUdlniti Mailing Address: G O 0.13gt fit<Ce V tGi IL4' 1 2-1 i) LcL (- x161• 5e. gt 2oo city 1 CONTACT PERSON - who do we contact when your permit is ready to be issued Name: &LL- loaxeofI E -Mail Address: Mailing Address: Day Telephone: City Fax Number: lGENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) /1/14,eL Pot 1I42 0 A0,6970.41 Ci;a.�.� Company Name: Mailing Address: ,,StO 4.2-1V4' X ' Si) r-1 `J Contact Person: / Vim' /144 - E-Mail Address: 11A.Qt..Vkj ` c\-- 0, C1� s '. Contractor Registration Number. MA-4K'1 -'7 A42- sate Zip LU14- 071,9./ State Zip !l%c PM -Bf tgi✓Lt1 cty Day Telephone: Fax Number. Expiration Date: Is �o yjC - 314 ,Klc� P>ito ei % /zw 1 1 IARCHITECT OF RECORD - All plans must be stamped by Architect of Record ..4.4t4 e it .g<za ii3ur2M APO, Al. _la -ha Zak?, 47 R� atist t l) Ai) M Company Name: Mailing Address: Contact Person: E-Mail Address: Day Telephone: Fax Number. GSA- WM, State Zip 2DL,c /047- --AID Jt4V ENGINEER OF RECORD - All plans must 11e stamped by Engineer of Record Company Name: 7l� 2 • J�flO .4 . . �,� �1 L� Mailing Address: I4 cay i ' k42'r.F gy Tel . hone: Contact Person: etabt. E -Mail Address: 49gt �Pt4L - . GDM" 'F.� ;! ber. frfOe tiff • IBUILDING PERMIT INFORMATION — 206- 431 -3670 Valuation of Project (contractor's bid price): $ 3`t- ' 1 b Existing Building Valuation: $ Scope of Work (please provide detailed information): , e (l i1 ) D 1 e$ 14/1412044€11-/ SR 412v-04- / t / Nl VMS . i) *t# X ADD tar- )J'ig.•M.J A- . fhJawvif ,, 'ill L- �v,�u O 9iQL %IJD*, -IPAar) ,fia&' ¢ 411,611t14 S a'aier. W vk Zxb A00 0/1140bu) i u.PP,RT7S6. il, r 1/4t— 4 PAStrAYSVA 7 42S114 A- 14OV?, a)1 2a 9&r) �. motes - i�S n L ✓mac. Ala -ter! !Zr, ,Nb 4A: O» L - C-94 rte �►'-•� S' • Li € At)*-0 '1Dx,3 - -- Will there be new rack storage? ....Yes ❑.. No If yes, a separate permit and plan submittal wt I e required. p; Provide AB Building Areas in Square Footage Below Existing SSW ,44 5105 Interior Remodel Off )'dicier 4Asm $' sr Addition to Existing Structure New t7F>ItYe -Mil 05P kW* sl>~ Type of Construction per IBC Type of Occupancy per IBC PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling. Floor area of accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ASprinklers Id Automatic Fire Alarm ❑ ... None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ....... Yes If "yes '. attach list of materials and storage locations on a separate 8 -12 "s 11" paper including quantities and Material Sa. fery�Bat a Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department Handicap: u+.. a:....:... ac..... d�- .r:w:.."1.. _o�...:.• Id Floor 2a0 Floor 3'd Floor Floors thru Basement Accessory Structure` Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck Existing SSW ,44 5105 Interior Remodel Off )'dicier 4Asm $' sr Addition to Existing Structure New t7F>ItYe -Mil 05P kW* sl>~ Type of Construction per IBC Type of Occupancy per IBC PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling. Floor area of accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ASprinklers Id Automatic Fire Alarm ❑ ... None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ....... Yes If "yes '. attach list of materials and storage locations on a separate 8 -12 "s 11" paper including quantities and Material Sa. fery�Bat a Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department Handicap: u+.. a:....:... ac..... d�- .r:w:.."1.. _o�...:.• • • PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.43 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW 773E SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 Signature: Print Name: % J LI — v �Zit) Mailing Address: v/ 3 i t (�a7 / IDate Application Accepted: I' /l 1i Date: 5 /0 /'r Day Telephone: `=e — 7i' i4'W- 1 rri v slat Date Application Expires: ettl Staff Initials: N:Nppliatians1Foan- Apptialioos on Une12010 Applies i as17 -2010- Pena Applicationdoe Revised: 7 -2010 bn Page6of6 CilOof 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 SET RECEIPT RECEIPT NO: R11 -00926 Initials: JEM Payment Date: 05/09/2011 User ID: 1165 Total Payment: 857.95 Payee: PAUL WLASCHIN SET ID: 0509 SET NAME: LIEBERT TI SET TRANSACTIONS: Set Member Amount D11 -069 D11 -070 TOTAL: 708.35 149.60 708.35 TRANSACTION LIST: Type Method Description Amount Payment Credit C VISA 857.95 TOTAL: 857.95 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 640.237.114 TOTAL: 848.95 9.00 857.95 Cit,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.lukwila.wa.us SET RECEIPT RECEIPT NO: R11 -00513 Initials: JEM Payment Date: 03/16/2011 User ID: 1165 Total Payment: 551.82 Payee: PAUL WLASCHIN SET ID: S000001484 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount D11 -069 D11 -070 TOTAL: 457.50 94.32 457.50 TRANSACTION LIST: Type Method Description Amount Payment Credit C VISA 551.82 TOTAL: 551.82 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 TOTAL: 551.82 551.82 INSPECTI,O,N. •R.E.coP, Retain a copy wrrh permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION �J v 6300 Southcenter Blvd., #100, Tukwila. WA 98188 if" (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro'ect: Type of Inspection: �► Ad ress: 3-1 15 (((o gr Date Called: . Special Instructions: 04 , _ \ Date Wanted: l.O — -7 - 1( ---- a.m:, • p.m. Requester: Phone N U Approved per applicable codes. COMMENTS: DCorrections required prior to approval Py Jul t t t 11-t.pl e 2 1 Inspe tor: ri REINSPECTION FEE REQUI ' ED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1¢ •86.9# • • c•-•.:•ikov - • • t•-; • INSPECTION RECORD Retain a copy with permit INSPECTIITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 i N NO . PERMIT NO. Project: • S-ef ( G‹) r p Type of Inspect Address: e_ ( -) Date Called - Special Instructions: Date Wanted: ----- (0 — ( ( a.m. ...... p:. .nf Requester: Phone No: Approved per applicable codes. OCorrections required prior to approval. COMMENTS: Inspe or: Date: 147 (f, r7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. r� Tps otnp inh r "v �-l es1 �ae Cle: 3 trr - pcapcaDtatd �.t y C.. Rqetr/ Poe N: , 7 ® -- SS •+r. �.:i�. �. :�"^• F�• y}{� 1.�..i ;� -C+�T4 �_ } 1•.1 . f "'.�1• INSPECTION NO. INSPECTION RECORD Retain a 650. With 13. ermit. ermit PERMIT NO. Project CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 -(206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Insp ctor: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ` 't"'X", .?.T- r;4• j .r;-4g;i7. INSPECTION R'ECORD,:, • 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 Pr 'Je Si: Typ of Inspection: Address: n i Date Called: Special Instructions: �• Date Wanted: `a.m. GO � G, ej I p.m. Requester: Phone No 7t9 (0 � 73:� -� -S35' Approved per applicable codes. Corrections required prior to approval. COMMENTS: Insptor: Date: 6 I to n REINSPECTION FEE REQUIRE I . Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. J • .IN•SPECTIO:N CD RERD. -• Retain • copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 j (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pr .- • 'l� ` ! 1) r Type ofis(eA- f4 6 A1d,ddres�:/ �. 116, �'+ s� Date CCCalledl: Special Instructions: /f / Date Wanted: !!�_p p.m — �o r i p.m. - Requester: Requester: Phone No: ?��'--"?30 --- 53sT Approved per applicable codes. Corrections required prior to approval. COMMENTS: Insp tor: Date: / i Y REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 7 v.•.. wt wY ".� . .•�s?5 ?; ::" v. pc.'• Phrz v yrx '.11.`$.,xrt7. lC'.. 7; f rki.. . ,�f. ,:• INSPECTION RECORD• Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R; 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: `� L, C^�l (_.-0 r r Type of inspection: ‘ t ; )4t .1''‘a Address: 31 IS s - (( r Date Called: 0 K-- 4-0-1 -P -1-- -- 'M --c Special Instructions: �l'c-4 2- "0' ` -. Date Wanted: S-— ' �.1; m„ f' p.m. Requester: • ho:13 -5358 Approved per applicable codes. El Corrections required prior to approval. S" COMMENTS: • 0 K-- 4-0-1 -P -1-- -- 'M --c Q' L5 -. ,ft,-, ter. • /.. Ins‘ector: Date , } t ( n REINSPECTION FEE REQUIRE Prior to next inspection. fee must be paid at 6300 Southcenter Blvd. Suite 100. Call to schedule reinspection. far wk. r INSPECTION NO. INSPECTION RECORD Retain a copy with permit I ---o (ng PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 (206) 431 -3670 Project: �,, / 7 ..(J•ef ( Co g.- P. Type of Inspection:, W . SeAtI, ,' A el: • I (•�! 3-el l rs ! r W Date Called: -- -� Special Instructions: `I 045.i (�G+ — 0 / f Date Wanted: 5— 1 �— it . a.m_ p.m. Requester: Ph ; —3 O =� O -5 3S e Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: /a. Date :5_ / E l( ❑ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 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- ProjeFt: , 4 Sprinklers: Fire Alarm: Hood & Duct: Type of Inspection: Pre -Fire: Address: > r _ 1 ry Suite #: ' \ ,, {_! v , , 1 , Contact Person: Special Instructions: Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:; Date: ; j; I 7 I 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: Word /Inspection Record Form.Doc 6/11/10 Zip: T.F.D. Form F.P. 113 FILE COPY 1* PJ" CALCULATIONS FOR INTERIOR ADMINISTRATIVE SPACE TENANT IMPROVEMENT - OFFICE EXTENSION BEAMS AND JOISTS FOUNDATION SHEAR CONSIDERATIONS Liebert Corporation Warehouse 3415 S. 116th Street, Suite 103 /Bldg. 5 Tukwila, WA 98168 Client: Paul Wlaschin Prepared by: Bruce S. MacVeigh, P.E. 14245 59th Avenue S. Tukwila, WA 98168 (206) 242-7665 RECEIv CITY OF TU LA MAR 1 6 2011 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPPnVED APR 0 8 2011 City of Tukwila BUILDING DIVISIfN 'EXPIRES: 4/24/ /1 /1"--P 5 5 '1, PtkOa°E tIJ BidC ti Elec Firc HVAC q:54 NORTH H 11BISIRPET, BUILDING 5-. • 3 ft. wide win C. Ls_444412c1-2- ibia spa.oet 4 ft. wide window ii Counter WIs against b4.)t-'''' Wck 1 Counter space open at end he, Minimum 4fl of %vatic-Oyu space: km 4 L. 44o tip top tier jossarftweamsa Option A DRIVE IN DOOR I 1 t i p-V"I= I Stru, Mezz Vrjk 7.08".10C R.F,NIA6LE OFF !CE : 3,4W Si: WAREHOUSE 3L6235 SF BEAM CALCULATIONS DATE: ' ti, PROJECT: L MEMBER LOCATION: 37 E S'A'e° 7/0 SPAN = L = /4.0 FEET DL = PSF LL = ®` PSF THEREFORE TL = PSF Gv( 557 f, /(;p w = TL x width contrib. area = / PLF MDES. (UNIF. LOAD) = w x L2 /8 = j2c, /4/1/4 ■ Fete, 35,2 e e FT # FT # FT # IN# MDES. (POINT LOAD) = �(L — X) / L x P) x X FT # FT # Gt.d (2 k .,, /a Ps' r = IN # / ?CJ PG/ BEAM OR JOIST TYPE : 6"/""e/14" GRADE: 240 Fb = 24G' ° PSI BEAM OR JOIST SIZE: -3t'' )(Iz " S = b x d2/6 IN3 = _ %5 7 d " IN' THEREFORE: McAP. = S Fb MCAP. IN # MCAP. = 75"'. a ., 0410 0 = /' ', ead IN # GREATER THAN MDES = '2'' ti IN # REQUIRED THEREFORE OKAY (AABEAMBLANKBLANKDOC) 4'4,7% 2- "..= X ",oc' //1-3 r f 5 7g 0 J3EAM CALCULATIONS DATE: '" PROJECT: G /E27 7 MEMBER LOCATION: ,5'io.,E' ,P� °'`' pre74- SPAN = L = �`'� FEET DL = €© PSF LL = /gam" —PSF THEREFORE TL =NC ' PSF w = TL x width contrib. area = / ?3, 3 PLF /1.S- r /6' f MDES. (UNIF. LOAD) = w x L2/8 FT # _ X93.3'/9.072F FT# 4.7.7 FT# IN # (fi.p e o" C 7/2- 5 3, 5-5-4 MDES. (POINT LOAD) = ((L - X) / L x P) x X FT # = (4-7J//4 '000, 7 FT# P =f000 .: FT # IN# 2/Y BEAM OR JOIST TYPE : %:3'? .760 GRADE: BEAM OR JOIST SIZE: / /7g a 11 C 7i2 S S = b x d2/6 IN3 = THEREFORE: (AABEAMBLANKBLANK.DOC) MCAP. = S Fb MCAP. = r4e = MCAP . IN # /0'D IN # GREATER THAN MDES. _ 7 3 7 REQUIRED/ /60 THEREFORE OKAY y ,?‘ .Z 6D Z10 / /Ye? 0, ( 6'`X/'`4 ;z / BEAM CALCULATIONS DATE: BY: LOCATION: /4/ °° `"/ SPAN = L = ¢ FEET Bruce S. MacVeigh, P.E. 14245 59th Ave. S. Tukwila, WA 98168 Office: (206) 242 -7665 Fax: Same DL = PSF LL = PSF TL = /45"- PSF w = TL x spacing = /a/c— PLF MDES. (UNIF. LOAD) = W X L218 = ,/0i57 4 '711 = ,, 0 3 0 MDES. (POINT LOAD) — ((I- FT # FT # FT# IN# ) /LxP)xXFT# FT # FT # IN # N BEAM OR JOIST TYPE : C� ``1 x 8 Fb 69-5—° PSI d2/6 IN3 = 7* / 4 , = ,7°,6 Wi3 THEREFORE: M(cap) = = 7/ add IN# GREATER THAN i ° THEREFORE OKAY 10 M- C 0 E c_ w 0 v, Cid re", (// CY1 C . _ d Zw 17' Re. • -Le de /370 475' 7;/-/W 1 • 8'er 1/ x ;09,vez.L" 4:',41-40-1 • 1 A • Wedge Anchors- Technical Information•for Concrete Wedge Anchors and Fasteners Page 2 of 3 YOUR ONE SOURCE FOR CONCRETE WEDGE ANCHORS ph: 888.498.5747 fx: 888.498.4985 Purchase Wedge Anchors Wedge Anchor Technical Information Wedge Anchor Sizes, Packaging & Pricing Wedge Anchor Installation Instructions Wedge Anchor FAQ Wedge Anchor Common Names Concrete Wedge Anchor Articles VIEW OUR VIDEO TUTORIAL View Installation Video e All Orders Ship the Same Day Order is Received o Buy Direct and Save e Secure Shopping e Satisfaction Guaranteed OTHER CONCRETE ANCHORS Drop -In Anchors CONCRETE ANCHORS FOR BRICK & BLOCK Concrete Wedge Anchors Technical Information Concrete wedge anchors are available in zinc coated carbon steel, hot - dipped galvanized carbon steel, 303 Stainless Steel and 316 Stainless Steel. Holding Values Purchase Wedge Anchors Holding values shown below are ultimate holding values for the embedments shown. A safety factor of 4:1 (or 25 %) is generally accepted as a safe working load. Anchor Embedmt. Torque 2000 PSI 4000 PSI 6000 PSI Diameter Depth Ft /Lb Tension Shear Tension Shear Tension Shear (in.) (in.) (LB) (LB) (LB) (LB) (LB) (LB) 1 -1/8 1170 1443 1771 1813 2773 2635 1/4 1 -3/4 5 -10 1841 1443 2408 1813 2773 2635 2 -3/4 1 -1/2 3/8 3 25 -30 1975 1443 2748 1813 2830 2635 1631 4318 3636 5121 4448 6232 3229 4318 5653 5121 5975 6232 3 -3/4 4318 6328 5121 6360 6232 3999 7419 6714 9377 9616 9888 50-60 6336 7419 8942 9377 10192 9888 6902 7419 10175 9377 12064 9888 4999 8264 8747 12928 9760 16373 5/8 5 75 -90 8854 8264 15590 12928 19802 16373 7 9381 8264 16710 12928 17732 16373 3 -1/4 6638 12504 11314 17050 16210 22965 3/4 6 150 -175 10084 12504 18408 17050 21092 22965 8 11170 12504 19805 17050 22522 22965 3 -3/8 8392 18250 16354 20234 16801 23980 7/8 5 -3/4 200 -250 12064 18250 18250 20234 23404 23980 8 -2/3 12784 18250 16850 20234 25575 23980 4 -1/2 9773 23617 18250 27605 17460 28909 1 7 -1/2 250 -300 11890 23617 26726 27605 34960 28909 10 15590 23617 30491 27605 37840 28909 5 -1/2 17550 32275 22971 42690 32368 55566 1 -1/4 7 400 -450 21050 32275 27845 42690 48366 55566 Metal Hit Anchors httr.• /hzninv lam llcro_f ,-. _anrhnr rnm /warlrTa_anrhnr_tarhninal acres 111 11 /7n1 1 BCI® Joist . Depth Weight Moment El x 108 K x 108 Shear Series [inches] [pif] [ft-Ibs] [Ib -in2] [Ibs] [Ibs] 91/2 2.0 2460 160 5.0 1475 950 117/8 2.3 3150 265 6.0 1625 950 14 2.5 3735 390 8.0 1825 950 91/2 2.2 2865 180 5.0 1575 1175 6000 117/8 2.5 3670 305 6.0 1675 1175 1.7 14 2.7 4350 445 8.0 1925 1175 16 2.9 4965 605 9.0 2175 1175 91/2 2.3 3505 210 5.0 1575 1175 6500 117/8 2.6 4495 350 7.0 1675 1175 14 2.9 5330 515 8.0 1925 1175 16 3.1 6085 695 9.0 2175 1175 2.9 (23-P 430 7.0 1675 1175 3.1 7440 635 8.0 1925 1175 3.3 8520 860 9.0 2175 1175 3.9 9550 645 7.0 2150 1425 14 4.1 11390 940 8.0 2350 1450 16 4.4 13050 1275 9.0 2550 1475 18 4.6 14690 1660 10.0 2750 N/A(3) 20 4.8 16310 2100 11.0 2850 N/A(3) 5000 1.7 End Reaction [lbs] Intermediate Reaction [lbs] 13/4" Bearing 31/2' Bearing' 31/2' Bearing 51/4' Bearing No WSi'i WS(2) No WSi'> W5121 No WSi" WS(2) No WV') WSi2) 1125 1125 1275 2100 2350 2525 2750 1425 1425 1475 2250 2850 2525 3000 1525 1475 1725 2350 3050 2525 3200 1375 1375' 1425 2400 2650.. 2700 2750 1425 1425 1475 2500 2850 2900 3000 1525 1525 1725 2600 3150 2925 3200 1625 1550 1975 2650 3350 2950 3350 1375 1375 1425 2400 2650 2700 2750 1425 1425 1475 2500 2850 2900 3000 1525 1525 1725 2600 3150 2925 3200 1625 1550 1975 2650 3350 2950 3350 1425 1425 1475 2750 2850 3200 3250 1525 1525 1725 2750 3450 3200 3650 1625 1550 1975 2750 3650 3200 3750 1850 1800 1950 3375 3700 4000 4300 1950 1850 2150 3400 3850 4100 4450 2150 1900 2350 3425 4000 4200 4650 2300 N/A(3) 2550 N/A(3) 4150 N/A(3) 4750 2500 N/A(3) 2650 N/A(3) 4300 N /Ai3> 4850 1.8 (1) No web stiffeners required. (2) Web stiffeners required. (3) Not applicable, web stiffeners required. • Moment, shear and reactions values based upon a load duration of 100% and may be adjusted for other Toad durations. • Design values listed are applicable for Allowable Stress Design (ASD). - ICC ESR 1336 (IBC, IRC, UBC) Nail Size 8d Box 8d Common 10d & 12d Box 16d Box 10d & 12d Common 16d Sinker 16d Common A w 1 El K _ 5w14 + w12 384 El K = deflection [in] = uniform Toad [lb/in] = clear span [in] = bending stiffness [Ib -in2] = shear deformation coefficient [lb] All BCI ®Joists Nailing Perpendicular to Nailing Parallel to Glue Line (Wide Face) Glue Line (Wide Face) O.C. Spacing : End of Joist O.C. Spacing End of Joist [inches] [inches] [Inches] [inches] 2 2 2 2 3 3 3 11/2 4 11/2 11/2 1' /2 11/2 2 2 2 4 4 4 6 6 6 3 3 3 4 4 4 • If more than one row of nails is used, the rows must be offset at least '/2 inch. • Simpson Strong -Tie A35 connectors may be attached to the side of BUJ' 60 and 90 joist flanges only. Use nails as specified by Simpson Strong -Tie; do not attach connectors on both sides of a flange at the same location. Design Properties, Material Weights, and Job -Site Safety Trus Joist • TIM Joist Specifier's Guide 2025 • January 2004 Design Properties (100% Load Duration) "Basle :Properties •MaXimum: • Depth 'TJ10 �olst j:° Resistive Joist:0iily. •,.. Malitmum: . Welgh(`'.:Moment(?)::. :EI x:'108 °. -..- Uedicalw' (Ibs /ft)..: (it -.Ibs) : ;(in. ?- Ibs),:. ;Shear.(Ibs), • 110` 2 3 2)380 '140 1 i22b -210• 2:6 :2;860 • '167.• 1 330 230 2.7:: ': r: •••::3 175. ,..... ;.: ,183.;": • ..:1;3307 16 '1 eactlen Prbpertles • • 1 i`''' • .3% "•ntermediate • End' .Reaction (IbsL Reactitio No Weir.. With Web {Nbs):• Stif(eners.: :Stiffeners 885 1,935'` `N.A. 980 2145 • • • N.A. 0: ;.., .1851.):-.:: .. • :1,935. - ••• :2,145: 1080 2;460. 2,815_• 3,000. • 3,475 • _ :885s "'.:. 1 935:. • :2295 .x960 ':2;145':..,:''- ':=2,505- ;035at 55 . 2 815:'; .: :3;475'' 2,.505 "`fi;b35t' 410:' . "2 765 :.` ..:: 2,815 110 2.5... ;.8,015;.::..,..:,; 238. 1 56 :210 2:8': °r :.:'` »3 620' -.:,-283: 1,655:.: 23 0 _3 :0.:. •... ; r. 5 ' 310 -• -- 11655 3.0 . . f:0 419 1;705 _ 4.0 ' ! ©; :.: ..636 2,050 '110 2.8' ; 3,565 ` `•`: 351 1,850 ;' 210 :,311,1:;;: ' ' "-. ". 250': >�' e4.15 1,945 230 ,3:3..'':.`.. «.. ...:4' 7.5*v. •;.:;'454: 1;945':; 1' t. :,A3 :.:.* 1 335 ...:..� .: •.;;612 i:.. 1,955:.;:: :4.2.c ;» t1 2.75 :: o f ?;926. 2;390.: ;:. 10 3:3;;:x•' .:,, 4;895•.:; >::: :;566 ,:'.;21190' __230 a :5 :.': ..544.0•;:;? :{:,618 2190 360 3.5 :.8 405. ::'830 2;190' • 1080' 2.46E1: 560 , . •. 4.5• ;._,•,:.;1,2';925.., ;:»,x:.1;252.:.:; . 2,710.,;: , °1;•265 z :' ::;.3,000 - ;.':,:;;.,,3;475 (1) Caution: Do not Increase Joist moment design properties by a repetitive member use factor. General Notes • Design reaction includes all loads on the joist. Design shear Is computed at the face of supports including all loads on the span(s). Allowable shear may sometimes be increased at Interior supports In accordance with pending ICC ESR -1153 and these increases are reflected in span tables. • The following formulas approximate the uniform Toad deflection of A (inches): For For TJI® 110, 210, 230, and 360 Joists TJi® 560 Joists 22,5 wL4 2.67 wL2 22.5 wL4 2.29 wL2 = El + dx105 �- El + dx105 w = uniform load In pounds per linear foot L = span in feet d = out -to -out depth 'of the joist In inches El = value•from table above Tj!® foists are intended for dry-use applications Material Weights (Include Tile weights in dead load calculations -see Design Properties table at lett for joist weights) Floor Panels Southern Pine W plywood .1 .7 psi 41* plywood 2.0 psf 3i' plywood 2 5 psi 1W plywood 3.8 psf 0S8 18psf 54" OSB 22psi 1/4" OSB 2.7 psf OSB 3.1. psf 11/2' 0S8 4.1 psf Based on.: Southern pine - 40 pct for plywood, 44 pct for OSB Roofing__ Asphalt shingles 2.5 psf Wood shingles 2.0 psf Clay tile 9.0 to 14.0 psf Slate Of thick) 15.0 psi Roll or Balt Insulation (1" thick): Rock wool 0 2 psi Glass wool . , .0.1 psf Floor Finishes Hardwood (nominal 1') 4.0 psi Sheet vinyl 0.5 psf Carpet and pad 1.0 psf 3/4' ceramic or quarry tile 10 0 psf Concrete: Regular (11 12.0 psf Lightweight (1') 8.0 to 10.0 psi Gypsum concrete (W) .... ..6.5 psf CellinOs Acoustical fiber tile 1.0 psi W gypsum board 2.2 psi V%' gypsum board 2 8 psi Plaster (1' thick) 8 0 psf �1%a k ot.t ehae'tit` er pit er:hr8.cinp during construction can ;.r. es` flit:. id'24eribu?; 4acclderrtsiaJni ]eY`ntrrtrahconditions if the r iQWing°•uidelines pre ohserved;:accldehts will be avoided. ,ar't 'fid`rim (o1`sts "at''fti6'end°suppdrts of the °•lyfrnttatled andvrdperlysriaileid. e'tlVend'wall or an exlstigg: :deck,. must be estab- ,fl:cah also be accomplished by a temporary or • s.fa5 an8:tlrto;the.first 4 feetbi •Jdists at the end of • (t i hentiMh , rriust.li'e:;naiied4o'abraced end will or tlha),:each°jo1s_t lfitifeiiithls racing;-buOling, ro�U )10: ridE' fight` 'onstr6ctien.loads -like a • py er;F_ •.,,;,fir. >.:.,. e • fo'e'ach"TJl joist' tefore additional loads rad ngo,n botti „tii:i;( and bottom flanges. tin.a{tolerana. :0P /:::from true alignment. yards, subject to trucking 33. Skating rinks 100 — 34. Stadiums and arenas Bleachers Fixed seats (fastened to floor) 100° 60` — 35. Stairs and exits One- and two- family dwellings 4. • -r 100 40 100 Note f 3 (. ' torage ,arehouses (shall be 125 0 — s esigned for heavier loads if rj.. '. - , for anticipated storage) Light eavy 37. Stores Retail First floor Upper floors Wholesale, all floors 100 75 125 1,000 1,000 1,000 38. Vehicle barriers See Section 1607.7 of the 2003 IBC 39. Walkways and elevated platforms (other than exit ways) 60 _ 40. Yards and terraces, pedestrian 100 — Notes to Table 1607.1 a. Floors in garages or portions of buildings used for the storage of motor vehicles shall be designed for the uniformly distributed live loads of Table 1607.1 or the following concentrated loads: (1) for garages restricted to vehicles accommodating not more than 9 passengers, 3,000 pounds acting on an area of 4.5 inches by 4.5 inches; (2) for mechanical parking structures without slab or deck which are used for storing passenger vehicles only, 2,250 pounds per wheel. b. The loading applies to stack room floors that support nonmobile, double -faced library bookstacks, subject to the following limitations: 1) The nominal bookstack unit height shall not exceed 90 inches; 2) The nominal shelf depth shall not exceed 12 inches for face; and 3) Parallel rows of double -face bookstacks shall be separated by aisles not less than 36 inches wide. c. Design in accordance with the ICC Standard on Bleachers, Folding and Telescopic Seating and Grandstands. d. Other uniform loads in accordance with an approved method which contains provision for truck loadings shall also be considered where appropriate. e. The concentrated wheel load shall be applied on an area of 20 square inches. f. Minimum concentrated load on stair treads (on area of 4 square inches) is 300 pounds. g. Where snow loads occur that are in excess of the design conditions, the structure shall be designed to support the loads due to the increased loads caused by drift buildup or VLLLI.L%aJJI1V VVL11L11 LIn.ZVLLL1V110 ` /V11LV1 SmartZone Communications Center bruce_engr'comcastne + Font size warehouse specs From : brute engr <bruce_engr @comcast.net> Subject : warehouse specs To : Paul Wlaschin <plw7 @me.com >, lasse jaakola <jaakola47 @yahoo.com> Hi Folks, here are specs for the warehouse improvement work - M. Thu Feb 10 2011 10:19:57 AM 01 attachment Shear walls, all locations, should be: 7/16" OSB 8d at 4" edge nailing and 6" field nailing Studs 2" x 6 " at 16" ctrs. Treated sill plate with moisture barrier 1/2" anchor bolts at 48" ctrs. all walls Either 4" embedment with SET epoxy and threaded rod or 2 -1/4" embedment with wedge anchor bolts, galvanizing not required for either. 2 -1/4" washers required all locations. No hold downs required. End of 4" x 12" beam fastened to tilt up wall by angles per pdf above. Option A Joists: 11 -7/8" TJI 560 or 11 -7/8" BCI 90 2.0 Option B Joists: 14" TJI 560 or 14" BCI 90 2.0 (These are the upgraded strength joists per discussion with Paul.) All talcs done. Will have talc sets ready by to.mmorrow, Friday. Can review Lasse dwgs by pdf this afternoon or tonight. Good luck. warehouse01.PDF 477 KB http: / /sz0013.ev. mail. comcast .netlzimbra /h/printmessage ?id =36461 &xim =1 2/11/2011 WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN WoodWorks® Shearwalls 8.0 Untitled.wsr Project Information DESIGN SETTINGS Feb. 9, 2011 15:46:15 SITE INFORMATION IBC Occupancy Category II - All others Design Code Wind Standard Seismic Standard IBC 2006 ASCE 7 -05 All heights ASCE 7 -05 Wind Capacity Increase Shear C &C Panels - - Load Combinations 0.70 Seismic Building Code Capacity Reduction Wind Seismic 1.00 1.00 Duration Factor - Nail Withdrawal Modification Temperature Moisture Content Range Fabrication Service - - - Max Shearwall Offset [fit] Plan Elevation (within story) (between stories) 0.50 - Wind - Maximum Height-to-width Ratio Plywood Fiberboard Lumber Gypsum Seismic Wind Seismic Blocked Unblocked 3.5 - - - 2.0 1.5 Topographic Information (ft] Shape Height - - Site Location: - Shearwall Relative Rigidity: Designed capacity using flexible distribution Spectral Response Acceleration S1 :0.400g SS:0.750g Hold -down Forces: Based on applied shearline force Fundamental Period E -W T Used 0.095s Approximate Ta 0.095s Maximum T 0.114s Seismic Materials: Include gypsum on exterior walls - - Case 2 rigid diaphragm load distribution: - SITE INFORMATION IBC Occupancy Category II - All others ASCE 7 Equivalent Category II - All others Wind - Seismic ASCE 7 -05 Equivalent lateral force procedure Design Wind Speed - Exposure - Enclosure - Design Category D Site Class D Topographic Information (ft] Shape Height - - Site Location: - Length - Spectral Response Acceleration S1 :0.400g SS:0.750g Fundamental Period E -W T Used 0.095s Approximate Ta 0.095s Maximum T 0.114s N-S 0.095s 0.095s 0.114s - - Response Factor 6.50 6.50 WoodWorks® Shearwails SOFTWARE FOR WOOD DESIGN Level 1 of 1 ro o WoodWorks® Shearwails 8.0 Feb. 9, 2011 16:18:00 2:2:2:2222:::::!::::!!!:::::!:2222:22222 n' 10' 15' Factored shearline force (Ibs) I= Unfactored applied shear load (plf) • Factored holddown force (Ibs) 18)--0 Unfactored dead load (pif,lbs) • C Compression force exists Applied point load or discontinuous shearline force (Ibs) RI Vertical element required Loads Shown: Qe; Forces: 0.7E + 0.6D; E = pQe + 0.2 Sds D; p(NS) = 1.3; p(EW) = 1.3; Sds = 0.6. WoodWorks® Shearwalls Untitied.wsr Feb. 9, 2011 15:46:15 Structural Data BLOCK and ROOF INFurtmA I Iuri Story Elev [ft] FloorICeiling Depth [in] Wall Height [ft] Ceiling Level1 Foundation 10.83 2.83 2.00 0.0 10.0 8.00 BLOCK and ROOF INFurtmA I Iuri Block Dimensions [ft] Face Type Roof Panels Slope Overhang [ft] dock 1 1 Story E -W Ridge 1.00 Location X,Y = 0.00 0.00 North Side 0.0 1.00 Extent X,Y = 14.00 12.00 South Side 0.0 . 1 Ridge Y Location, Offset 6.00 0.00 East Gable 0.0 .00 1.00 Ridge Elevation, Height 10.83 0.00 West Gable 0.0 WoodWorks® Shealrwallls Untitled.wsr Feb. 9, 2011 15:46:15 MATERIALS by WALL GROUP Wall Sheathing {in] Fasteners Spcg [in] Framing Members [in] Apply Grp Surf Material Thick Orient Size Type Edg Fld Blkg Species G Spc Notes 1 Ext Struct Shthg 7/16 Vert 8d Nail 4 6 yes Hem -Fir 0.43 16 1,2,3 Int Gyp WB 1 -ply 1/2 Horz 5d Nail 7 7 yes Hem -Fir 0.43 16 Grp - Well Design Group; Surf - Exterior or interior surface of exterior wall; Spcg - Edge or field nai spacing; Blkg - Blocked; G - Specific gravity;; Spc - Wall stud spacing WoodWorks® Shearwalls Untitled.wsr Feb. 9, 2011 15:46:15 anr,Nn,.Inorth.south,u Shearlines Type ..vv.... Wail Group(s) Location X (ft] Extent [ft] Start End Length Yft] FHS Ift) Height [ft] Line 1 Level 1 Line 1, Level 1 Seg 1 0.00 0.00 12.00 12.00 6.00 8.00 Wall 1 -1 Seg 1 0.00 0.00 12.00 12.00 6.00 - Opening 1 - - 6.00 9.00 3.00 - 3.00 Line 2 Level 1 Line 2, Level 1 Seg 1 14.00 0.00 12.00 12.00 0 12.00 8.00 Wall 2 -1 Seg 1 14.00 0.00 12.00 12.00 12.00 - East-west Type Wall Location Extent (ft] Length FHS Height Shearlines Group(s) Y [ft] Start End [ft] [ftl [f9 Line A Level 1 Line A, Level 1 Seg 1 0.00 0.00 14.00 14.00 10.00 8.00 Wall A -1 Seg 1 0.00 0.00 14.00 14.00 10.00 - Opening 1 - - 5.00 9.00 4.00 - 3.00 Line B Level 1 Line B, Level 1 Seg 12.00 0.00 14.00 14.00 0.00 8.00 Wall B -1 Seg 12.00 0.00 14.00 14.00 0.00 - Opening 1 - - 1.00 13.00 12.00 - 6.75 Type - Seg = segmented, prf = perforated, NSW = non- shearwall,• Locean- wmensron perp. to wall,• FNS - length of full- erg t s ea rng, refer to Materials by Wall Group table, refer to Shear Results tables for each design case if more than one group WoodWorks® ShearwalIs Untitled.wsr Feb. 9, 2011 15:46:15 Loads Level1 Force Dir Building Element Block Wall Line Profile Location [ft] Start End Magnitude Trib [Ibs,pif,psf] Width Start End [ft E -W Roof F1 n/a 1 Line 0.00 12.00 945.0 945.0 E -W Roof F1 n/a 2 Line 0.00 12.00 945.0 945.0 N -S Roof Fi n/a A Line 0.00 " 14.00 810.0 810.0 N -5 Roof Fi n/a B Line 0.00 14.00 810.0' 810.0 Both Wall 1 -1 n/a 1 Line 0.00 12.00 40.0 40.0 Both Wall 2 -1 n/a 2 Line 0.00 12.00 40.0 40.0 Both Wall A -1 n/a A Line 0.00 14.00 40.0 40.0 Both Wall B -1 n/a B Line 0.00 14.00 40.0 40.0 , Force Dir - Direction in which the mass is used for seismic load generation E-W, N-S or Both; Building element - Roof, gable end, wail or floor area generate mass, wall line for user - applied masses, Floor D# - refer to p an view for floor area number, Wall line - Shearline that equivalent line load is assigned to; Location - Start and end points of equivalent line load on wall line; Trib Width. - Tributary width; for user applied area loads only WoodWorks® Shearwalls Untitled.wsr Feb. 9, 2011 15:46:15 SEISMIC LOADS Level 1 Force Profile Location [ft] bir Mag [Ibs,plf,psf] Start End Start End E -W Point 0.00 0.00 52 52 E -W Line 0.00 12.00 181.8 181.8 E -W Point 12.00 12.00 52 52 N -S Point 0.00 0.00 44 44 N -S Line 0.00 14.00 156.9 156.9 N -S Point 14.00 14.00 44 44 Lin table can be accumulation of loads from several building masses, so they do not correspond with a particular building element Location - Start and end of load in direction perpendicular to seismic force direction All loads entered by the user or generated by program are specked (unfactoted) loads.The program will apply a load factor of 0.70 and reliability /redundancy factor to seismic loads before distributing them to the shearfines. Dads WoodWorks® Shearwalls Untitied.wsr Feb. 9, 2011 15:46:15 Flexible Diaphragm Seismic Design �...�..,.� •- v Building Area Story Shear Obi] Reliability Factor p Int Mass Elba] [sq.ft] E -W N-S E -W N-S Level 24760 168 2286 2286 - - Structure 24760 - 2286 2286 1.30 1.30 t Vertical Earthquake Loa d Ev = 0.2 Sds D; Sds = 0.60,• Ev = 0. i20 D unfactored, 0.084 D Factored, tote/ dead fond fac or. 0.6 - uu- - 0.084 = 1.084 compression. onu.p I L III 1v North-South Shearlines W Op For Dir HMI Fact. Int Ext Shear Force [plf] V Ubsl vmax V/FHS Int Allowable Shear [pit] Ext Co C Total V [Ibs] Crit. R - p. Line 1 Level 1 Lnl, Levi 1 Both 1.0 1.0 1040 86.7 173.3 125 353 1.00 S 353 2120 0.49 Line 2 Ln2, Levl 1 Both 1.0 1.0 1040 86.7 86.7 125 353 1.00 S 353 4241 0.25 East -West W For H/W Fact. Shear Force (pig Allowable Shear [plf] Crit. Shearlines Gp Dir Int Ext V [Ibs] vmax V /FHS Int Ext Co C Total V Ube] Resp. Line A Level 1 LnA, Levi 1 Both 1.0 1.0 2080 148.6 208.0 125 353 1.00 S 353 3534 0.5% u •• h J.. 'ddh ratio fit i -rior W Grp - Wail group as listed in Materials table; For Drr - force dhecvon, ahvays both factor- Factor due to shearwa herg t wr �. . and exterior wall sheathing; V - Factored shear force applied to entire line and amount taken by each wall; vmax - Base shear V/FHS/Co = Factored shear force per unit full height sheathing, divided by perforation factor Co as per SDPWS eqn. 4.3-6, and IBC eqn. 23-4. Following values marked with ' means that value for shearfine is the one for wall with critical design response on line; V/FHS' - Design shear force = factored shear force per unit full height sheathing, inf - Unit shear capacity of interior sheathing ;; arr.- Unit shear capacity of exterior sheathing Co' - Perforation factor, C - Sheathing Combination rule, A = Add capacities, S = Strongest skle only, X = Strongest side or twice weakest; Total' - Combined unit shear capacity inc. perforation factor and HMI factor, V - Combined shear capacity of wall or total capacity of sheadine ; Crit Resp* - Critical response = Vapp/FHSNcap = design shear force/unit shear capacity Notes: V/FHS shown is shear force for use in shearwall design. Vmax shown is V/FHS divided by perforation factor Co; It is the base shear to be used in connection and collector design using iBC 2305.3.8.2.5 and SDPWS 4.3.6.4.1.1. Refer to Elevation View diagrams for individual level for uplift anchorage force t for perforated walls given by IBC 2305.3.8.2.6,8 and SDPWS 4.3.6.4.2, 4. WoodWorks® Shearwalls Untitled.wsr Feb. 9, 2011 15:46:15 FORC Level 1 Line- Wall Position on wall or Opening Location [ft] X Y Tensile Holddown Force pbs] Shear Dead Uplift Cmb'd. Dragstrut Force (bs] Line 1 1 -1 Left Wall End 0.00 0.25 1387 1387 1 -1 Left Opening 1 0.00 5.75 1387 1387 1 -1 Left Opening 1 0.00 6.00 520 Line 2 2 -1 Left Wall End 14.00 0.25 693 693 2 -1 Right Wall End 14.00 11.75 693 . 693 Line A A -1 Left Wall End 0.25 0.00 1664 1664 A -1 Left Opening 1 4.75 0.00 1664 1664 A -1 Right Opening 1 9.25 0.00 1664 1664 A -1 Right Wall End 13.75 0.00 1664 1664 A -1 Left Opening 1 5.00 0.00 297 A -1 Right Opening 1 9.00 0.00 297 Line -Wall - Sheartihe for forces carried by vertical elements, wall for forces at wall or opening ends; Position...- Vert element = column or strengthened studs req'd, otherwise indicates stud location at wall end or opening; Location - Co- ordinates In Plan View; Ld. Case - Results am for critical load case: ASCE 7 All heights Case 1 or 2, ASCE 7 low rise T = Transverse, L = Longitudinal; Shear - Factored wind shear overturning component, includes perforation factor Co ; Dead - Factored dead load resisting component; Uplift - Not relevant to seismic design; Cmb'd - Sum of factored overturning, dead and vertical earthquake forces; Dragstrut Force - Factored drag strut force at opening headers and gaps in walls along shearline, includes perforation factor(s) Co Notes: Shearwalls does not check for either plan or vertical structural irregularities. Combined load includes vertical earthquake load of - 0.2Sds x seismic load factor x unfactored D = 0.140 x factored dead load shown. Refer to Shear Results table for perforation factors Co. This table includes tension holddown forces only. Anchor bolts must include minimum 3° steel plate washers, at least .229" thick, according to IBC 2305.3.11. WoodWorks® Shearwalls Untitled.wsr Feb. 9, 2011 15:46:15 Rigid Diaphragm Seismic Design Rigid analysis not performed for level 1 because not all shearfines were loaded and rigidities could not be determined using the flexible diaphragm method Vertical Earthquake Load Ev = 0.2 Sds D; Sds = 0.60; Ev = 0.120 D unfactore ; 0.084 D factored; tote/ dead load factor. 0.6 - u. uu4 = u si o rens:on, 7. 0.084 = 1.084 compresslon. North-South W Shearlines Gp Building Area Mass Obs] [sq.ft] Story Shear fibs] E -W N-S Reliability Factor p E-W N-S Level1 Structure 24760 168 24760 - 2286 2286 2286 2286 - - 1.30 1.30 Vertical Earthquake Load Ev = 0.2 Sds D; Sds = 0.60; Ev = 0.120 D unfactore ; 0.084 D factored; tote/ dead load factor. 0.6 - u. uu4 = u si o rens:on, 7. 0.084 = 1.084 compresslon. North-South W Shearlines Gp For HIW Fact. Dir Int Ext Shear Force [pif] V Elbe] vmax VIFHS Allowable Shear [pit] Int Ext Co C Total V ribs] Crit. asp. Line 1 Level 1 Lnl, Levi 1 Line 2 Ln2, Levl 1 Both 1.0 1.0 Both 1.0 1.0 1144 95.3 190.7 1144 95.3 95.3 125 353 1.00 S 353 2120 125 353 1.00 S 353 4241i {{ 0.54 0.27 East•West W Shearlines Gp For HIW Fact. Dir Int Ext Shear Force [pit] V fibs] vmax VIFHS Allowable Shear [pit] Int Ext Co C Total V Ups] Crit. Resp. Line A Level 1 LnA, Levl 1 Both 1.0 1.0 2080 148.6 208.0 125 353 1.00 S 353 3534' 0.59 4r W rm . Wall amen as listed in Materials table: For Dir - force direction. always both" ; HN/ factor - Factor due to shearwall height -to -width ratio inters r and exterior well sheathing; V - Factored shear force applied to entire line and amount taken by each wall; vmax - Base shear V/FHS/Co = Factore tt,sh�tir force per unit full height sheathing, divided by perforation factor Co as per SDPWS eqn. 4.3-6, and IBC eqn. 23-4. Fel/owing values marked with • means that value for sheariine Is the one for wall with critical design response on fine; VIFHS' - Design shear force = factored shear force per unit full height sheathing, Int* - Unit shear capacity of interior sheathing; Ext' - Unit shear capacity of exterior sheathing Co' - Perforation factor, C - Sheathing combination rule, A = Add capacities, S = Strongest side only, X = Strongest side or twice weakest; Toter - Combined unit shear capacity inc. perforation factor and H/W factor; V - Combined shear capacity of wall or total capacity of shearline ; Crit Resp* - Critical response = Vapp/FHSNcap = design shear force/unit sheer capacity Notes: V/FHS shown is shear force for use in shearwall design. Vmax shown is V/FHS divided by perforation factor Co; it is the base shear to be used in connection end collector design using IBC 2305.3.8.2.5 and SDPWS 4.3.6.4.1.1. Refer to Elevation View diagrams for individual level for uplift anchorage force t for perforated walls given by IBC 2305.3.8.2.6,8 and SDPWS 4.3.6.4.2,4. WoodWorks® Shearwalls Untitied.wsr Feb. 9, 2011 15:46:15 DRAOSTRUT AND HOLDDOWN FORCES Level 1 Line - Wall Position on Wall or Opening Location (ft) X Y Shear Tensile Holddown Force Ps] Dead Uplift Cmb'd Dragstrut Force [Ws] Line 1 1 -1 Left Wall End 0.00 0.25 1525 1525 1 -1 Left Opening 1 0.00 5.75 1525 1525 1 -1 Left Opening 1 0.00 6.00 572 Line 2 2 -1 Right Wall End 14.00 11.75 763 763 2 -1 Left Wall End 14.00 0.25 763 - 763 Line A A -1 Left Wall End 0.25 0.00 1664 1664 A -1 Left Opening 1 4.75 0.00 1664 1664 A -1 Right Opening 1 9.25 0.00 1664 1664 A -1 Right Wall End 13.75 0.00 1664 1664 A -1 Left Opening 1 5.00 0.00 297 A -1 Right Opening 1 9.00 0.00 297 Line -Wall - Shearline for forces carried by vertical elements, wall for forces at wall or opening ends; Position...- Vert. element = column or strengthened studs req'd, otherwise indicates stud location at wall end or opening; Location - Co- ordinates In Plan View; Ld. Case - Results are for critical load case: ASCE 7 All heights Case 1 or 2, ASCE 7 low rise T = Transverse, L = Longitudinal; Shear - Factored wind shear overturning component, includes perforation factor Co ; Dead - Factored dead load resisting component; Uplift - Not relevant to seismic design; Cmb'd - Sum of factored overturning, dead and vertical earthquake forces ;Dragstrut Force - Factored drag strut force at opening headers and gaps in walls along shearline, includes perforation factor(s) Co Notes: Shearwalls does not check for either plan or vertical structural irregularities. Combined load includes vertical earthquake load of - 0.2Sds x seismic load factor x unfactored D = 0.140 x factored dead load .shown. Refer to Shear Results table for perforation factors Co. This table includes tension holddown forces only. Anchor bolts must Include minimum 3" steel plate washers, at least .229" thick according to IBC 2305.3.11. • EXHIBIT A -2 — LEGAL DESCRIPTION attached to and made a part of Lease bearing the Lease Reference Date of December 13, 2010 between RREEF AMERICA REIT II CORP. MMMM7 WASHINGTON, Maryland corporation, as Landlord and LIEBERT CORPORATION, an Ohio corporation, as Tenant PARCEL A: LOT 1: CITY OFTUKWILA SHORT PLAT NO. 90-2-S.S., RECORDED UNDER RECORDING NUMBER 9003121482, IN KING COUNTY, WASHINGTON; TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS, AS SET FORTH IN DECLARATION OF EASEMENT DATED NOVEMBER 19, 1993, AND RECORDED AS DOCUMENT NO. 9312222132, OVER, UNDER AND ACROSS A STRIP OF LAND 50 FEET IN WIDTH BEING IN THE NORTHEAST QUARTER OF SECTION 9, AND THE NORTHWEST KING COUNTY, WASHINGTON, LYING QUARTER 5 E FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED LINE: COMMENCING AT A POINT OF 70 FEET RIGHT OF ENGINEER'S STATION "H" 556 + 57.3. BEING A POINT ON THE NORTHEASTERLY MARGIN AS SHOWN ON SHEET 1 OF7 FOR RIGHT-OF -WAY, SR -99, SOUTH 118 STREET JUNCTION S.S.H. NO. K -I AS APPROVED JULY 23. 1957, SAID POINT BEING A POINT OF TANGENCY OF A CURVE WHOSE RADIUS POINT BEARS NORTH 42 °02'03" EAST AND 1S 748.51 FEET DISTANT; THENCE SOUTHEASTERLY ALONG SAID MARGIN AND SAID CURVE THROUGH A CENTRAL ANGLE OF 04 °26'56 ", AN ARC DISTANCE OF 58.12 FEET; THENCE NORTH 41 °57'30" EAST, 499.81 FEET; THENCE NORTH 15°27'21" EAST, 75.56 FEET TO THE POINT OF BEGINNING OF THIS DESCRIBED LINE; THENCE SOUTH 74 °32'39" EAST 212.89 FEET; THENCE SOUTH 78 °39'54" EAST, 128.28 FEET; THENCE SOUTH 81°20'44" EAST, 447.24 FEET TO A POINT OF CURVATURE CONCAVE TO THE NORTH; THENCE EASTERLY ALONG SAID CURVE HAVING A RADIUS OF 170.00 FEET THROUGH A CENTRAL ANGLE OF 15 °51'28 ", AN ARC DISTANCE OF 47.05 FEET; THENCE SECTION 11 EAST, 10 CONDEMNED NSUPERIOR COURT CAUSE NO. 646697 AND THE TERMINUS OF THIS SAID DESCRIBED LINE; AND OVER , UNDER AND ACROSS THAT PORTION OF SAID NORTHEAST QUARTER OF SECTION 9, DESCRIBED AS FOLLOWS: BEGINNING AT THE AFOREMENTIONED POINT OF BEGINNING; THENCE NORTH 15°27'21" EAST, 25.00 FEET; THENCE NORTH 74 °32'39" WEST, 62.74 FEET; THENCE SOUTH 48 °02'30" EAST, 56.02 FEET; THENCE SOUTH 74 °32'39" EAST, 12.60 FEET TO THE POINT OF BEGINNING; TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OF VARYING WIDTH, AS SET FORTH IN A DECLARATION OF EASEMENT DATED NOVEMBER 19, 1993, AND RECORDED AS DOCUMENT NO. 9312222129; AND TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OF VARYING WIDTH, AS SET FORTH IN A DECLARATION OF EASEMENT DATED NOVEMBER 19, 1993, AND RECORDED AS DOCUMENT NO. 9312222130. 10/31/01 WA MTIN Revised 06/07 m42603- 1465849 8.dc c A2 -1 (-.1 OFETUK ML I14 1 d 2011 PERMIT CENIE Initials DIV 04M I4 PARCEL B: LOT 2, CITY OF TUKWILA SHORT PLAT NO. 90-2-S.S., RECORDED UNDER RECORDING NUMBER 9003121482, IN KING COUNTY, WASHINGTON; TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS, AS SET FORTH IN DECLARATION OF EASEMENT DATED NOVEMBER 19, 1993, AND RECORDED AS DOCUMENT NO. 9312222132, OVER, UNDER AND ACROSS A STRIP OF LAND 50 FEET IN WIDTH BEING IN THE NORTHEAST QUARTER OF SECTION 9, AND THE KING COUNTY, WASHINGTON, QUARTER LYING 25 FEET ON EACH SIDE OF THE NORTH, RANGE 4 EAST DESCRIBED LINE; IN COMMENCING AT A POINT OF 70 FEET RIGHT OF ENGINEER'S STATION "H" 556 + 57.3, BEING A POINT ON THE NORTHEASTERLY MARGIN AS SHOWN ON SHEET 1 OF 7 FOR RIGHT -0F -WAY, SR -99, SOUTH 1 1871 STREET JUNCTION S_S.H. NO. K -I AS APPROVED JULY 23, 1957, SAID POINT BEING A POINT OF TANGENCY OF A CURVE WHOSE RADIUS POINT BEARS NORTH 42 °02'03" EAST AND IS 748.51 FEET DISTANT; THENCE SOUTHEASTERLY ALONG SAID MARGIN AND SAID CURVE THROUGH A CENTRAL ANGLE OF 04°26'56 ", AN ARC DISTANCE OF 58.12 FEET; THENCE NORTH 41 °57'30" EAST, 499.81 FEET; THENCE NORTH 15°27'21" EAST, 75.56 FEET TO THE POINT OF BEGINNING OF THIS DESCRIBED LINE; THENCE SOUTH 74°32'39" EAST 212.89 FEET; THENCE SOUTH 78 °39'54" EAST, 128.28 FEET; THENCE SOUTH 81 °20'44" EAST, 447.24 FEET TO A POINT OF CURVATURE CONCAVE TO THE NORTH; THENCE EASTERLY ALONG SAID CURVE HAVING A RADIUS OF 170.00 FEET THROUGH A CENTRAL ANGLE OF 15 °51'28 ", AN ARC DISTANCE OF 47.05 FEET; THENCE NORTH 82 °47'48" EAST, 101.03 FEET TO THE WESTERLY MARGIN OF THAT PORTION OF SAID SECTION 10 CONDEMNED IN SUPERIOR COURT CAUSE NO. 646697 AND THE TERMINUS OF THIS DESCRIBED LINE; AND OVER, UNDER AND ACROSS THAT PORTION OF SAID NORTHEAST QUARTER OF SECTION 9, DESCRIBED AS FOLLOWS: BEGINNING AT THE AFOREMENTIONED POINT OF BEGINNING; THENCE NORTH 15 °27'21" EAST, 25.00 FEET; THENCE NORTH 74 °32'39" WEST, 62.74 FEET; THENCE SOUTH 48 °02'30" EAST, 56.02 FEET; THENCE SOUTH 74 °32'39" EAST, 12.60 FEET TO THE POINT OF BEGINNING; TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS, AND UTILITIES OF VARYING WIDTH, AS SET FORTH IN A DECLARATION OF EASEMENT DATED NOVEMBER 19, 1993, AND RECORDED AS DOCUMENT NO 9312222131. TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OF VARYING WIDTH, AS SET FORTH IN A DECLARATION OF EASEMENT DATED NOVEMBER 19, 1993, AND RECORDED AS DOCUMENT NO. 9312222131. PARCEL C: THAT QUARTER, PORTION IN SECTION 9, TOWNSHIP 23 NORTH, RANGE 04 EAST W.M IN KING COUNTY, NORTHEAST Q WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT OF 70 FEET RIGHT OF ENGINEER'S STATION "H" 556 + 57.3, BEING A POINT ON THE NORTHEASTERLY MARGIN AS SHOWN ON SHEET OF 1 OF 7 FOR RIGHT -OF -WAY, SR -99, SOU'T'H 118TH OF AFCURVE WHOSE NO. K-1 AS APPROVED POINT BEARS NORTH 42?02'03" EAST ANDS 748.51 FEET DI DISTANT; OFTANGENCY tti'l 10/31/01 WA MTIN Revised 06/07 m42603- I465819_8.doc A2 - 2 Initials • PERMIT CQORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -069 DATE: 03/16/11 PROJECT NAME: LIEBERT CORPORATION SITE ADDRESS: 3415 S 116 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: ATing Division 2bIicWo Fk3' /l'W\ k.- 3)LI Fire Prevention Structural Planning Division nPermit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete X Comments: Incomplete n DUE DATE: 03/22/11 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 REVIEWER'S INITIALS: Structural Review Required ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 04/19/11 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing siip.doc 2 -28 -02 Contractors or Tradespeople Per Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name MARK PATTERSON CONST LLC UBI No. 602485320 Phone 4254814887 Status Active Address 310 221St Street Se License No. MARKPPC957M2 Suite /Apt. License Type Construction Contractor City Bothell Effective Date 7/22/2005 State WA Expiration Date 7/22/2011 Zip 98021 Suspend Date County Snohomish 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 PATTEMJ154C8 PATTERSON, MARK J Construction Contractor General Unused 2/28/1985 1/31/2008 Re- Licensed Business Owner Information Name Role Effective Date Expiration Date PATTERSON, MARK Agent 07/22/2005 Bond Amount PATTERSON, MARK Partner /Member 07/22/2005 LPM4075974 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2 COLONIAL AM CAS & SURETY OF MARYLAND LPM4075974 07/11/2008 Until Cancelled $12,000.0007/10 /2008 1 DEVELOPERS SURETY & INDEM CO 547592C 07/11/2005 Until Cancelled 11/20/2008 $12,000.0007/22 /2005 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 6 Preferred Contractors Ins Co PCIC5025PCA6563 02/01/2011 02/01/2012 $1,000,000.00 02/02/2011 5 Preferred Contractors Ins Co PCIC5025- PCA6563 02/01/2010 02/01/2011 $1,000,000.00 01/26/2010 4 Preferred Contractors Ins Co R 36315 02/01/2009 02/01/2010 $1,000,000.00 01/16/2009 3 PRO BUILDERS SPEC INS NB59476 02/01/2008 02/01/2009 $1,000,000.00 01/24/2008 2 FIRST SPECIALTY INS CORP FGL22900602960001/31/2006 01/31/2008 $1,000,000.0001 /22/2007 1 AMERICAN STATES INS CO 010E8961996 01/31/2005 01/31/2006 $1,000,000.0007 /22/2005 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 05/09/2011 94'-6' 24-6' 4 UJAL - 24'4' 52. 6 -11' 4 6! 5 -41/2' - 21'-8 NEW OFFICE EXISTING 1 OFFICE EXISTING OFFICE CI 0 EXISTING WOMENS 0 NEW RECEPTION 0 EXISTING OFFICE NO WORK IN THIS AREA „ NEW OFFICE 0 0 0 0 J— EXISTING �/ MENS (E) ELECTRICAL PANELS EXI$11NG cE LU CH EXISTING WAREHOUSE ALL ELECTRICAL, HVAC AND FIRE P COENI /N WORK SHALL BE AN EXTEN ON OF EXISTING ELECTRICAL, H AC AND FIRE PROTECTION S PRESLTITLY IN PLACE AND OPERATING IN THIS SECTION OF THE BUILD] G AND WITHIN THESE FREAKS S 38' WIDE 42' HIGH COUNTERTOP, FROM r CDX PLWD. CI AD IN STN. ST . SHEET MTL, WRAF AROUND EDGES FOR SHOO EDGE FINISH. NO SHAR CORNERS 18 "DEEP SHELVES UNDER COUNTER, 12' O. VERTICALLY, W/ ADJUSTMENT OLES 0 3' O.C. INSTALL 4 TICAL SUPPORT DIVIDERS. EXISTING OFFICE EXISTING OFFICE e -at EXISTING OFFICE NEW OFFICE EXPANSION EW 3' -0 x 2' -0 WINDOW 183 SF. (NEW 4' -0 x 2' —O WINDOW 1541' rn 1' NEW SERVICE COUNTER 3' HIGH CAFE DOOR 2 4 FLOOR PLAN 8 16 SCALE 1/8' - 1,_0' MEZZ. ACCESS BY ROLLING LADDER 42' HIGH RAILING AROUND MEZZANINE STORAGE AREA 183 SF. DOUBLE 4r HIGH HIGHEO GATES, W/ LOCKS SEE ELEVATION, SHEET A2 STORAGE MEZZANINE PLAN SCALE 1/8' - NG 2X4 ACT IN THIS AREA TAY SUSPENDED NG, COMM YMMUM JUN(/' SPAUt 0 EXISTING SURFACE MOUNTED OUTLETS TO REMAIN 0 0 REFLECTED CEILING PLAN SCALE 1/8” PLANNING APPROVED • No changes can be made. to these plans without approval from the Planning Division of DCD t Approved By: S • fif •,.. Date: REVISIONS No changes shall b e made to the scope of work without prior approval of Tukwila Building Division. i' ^7:: Rzvisions will squire a new plan submittal 1 may i;3;,;ude additional plan review fees. j FILE COPY mil#No., o Plan review approval Is subject to errors and omissions. Approval of construction documents ' oes not authorize the violation of an : ' opted cod �� .► . ,I Receipt of rov: , 1- d �1, 1'.�' f'� edged: aPp i� . City Of Tukwila BUILDING DIVISION STRUCTURAL NOTES: 1. PLYWOOD /O.S.B. SHEAR WALLS IN ALL LOCATIONS INDICATING TO BE INSTALLED WITH 7/16" O.S.B. AND SHALL BE NAILED WITH 8d NAILS © 4" EDGE NAILING AND 6" IN THE FIELD. 2. ALL DIMENSION LUMBER INCLUDING BEAMS AND TREATED MATERIALS SHALL BE 2X6 HF #2 OR BETTER LUMBER UNLESS OTHERWISE INDICATED ON DRAWINGS OR DIRECTED BY ARCHITECT OR GENERAL CONTRACTOR. 3. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED AGAINST MOISTURE PENETRATION AND ROT. ALL LUMBER TREATMENT SHALL BE IN CONFORMANCE WITH FEDERAL AND STATE ENVIRONMENTAL REGULATIONS. DO NOT DUMP EXCESS LIQUID ONTO SOIL OR ON THE GROUND. DISPOSE OF PROPERLY. 4. ANCHOR BOLTS: ALL ANCHOR BOLTS SHALL BE LOCATED ON SILL PLATES OF WALL RECEIVING O.S.B. SHEATHING. ANCHOR BOLT PLACEMENT SHALL BE ON 48" CENTERS AND 6" FROM JOINTS. ANCHOR BOLTS SHALL BE EITHER 1/2" THREADED ROD EMBEDDED IN EPDXY AND DRILLED DOWN 4" OR 1/2" WEDGE ANCHORS WITH RUST RESISTANT FINISH. INSTALL NUTS TO MATCH WITH 2 1/2" WASHERS ON EACH ANCHOR BOLT TO PREVENT PULL OUT THROUGH WOOD. 5. TJI: SHALL BE EITHER 11 7/8" TJI 560 OR 11 7/8" BC' 90 2.0. ALL JOISTS SHALL BE BLOCKED AT MIDSPAN AS RECOMMENCED BY MANUFACTURER. 6. PROVIDE FIRE BLOCKING AT ALL WALLS AS REQUIRED BY BUILDING CODE. 7. THE LIVE LOAD FOR ALL MEZZANINE FLOORS AND DECKS, USED TO SIZE STRUCTURAL MEMBERS IS 125 PSF BASED ON THE USE CATEGORY "LIGHT STORAGE LOADING ". 8. SEISMIC CATEGORY: "D" GENERAL NOTES: GYPSUM WALLBOARD: ALL GYPSUM WALLBOARD SHALL BE 5/8" TYPE "X" FIRE RATED WALLBOARD, APPLIED WITH STANDARD G.W.B. SCREWS PER GYPSUM WALLBOARD ASSOCIATION STANDARDS. THE ARCHITECT SHALL MAKE ONE SITE VISIT TO CONFIRM THAT ALL WORK IS BEING PERFORMED IN ACCORDANCE WITH THE GENERAL INTENT OF THE DRAWINGS APPLICABLE CODES FOR COMMERCIAL CONSTRUCTION: GENERAL BUILDING CODE IBC 2009 AND THE STATE OF WASHINGTON AMENDMENTS, TO THE CODE. ENERGY CODE: IBC 2009 AND THE STATE OF WASHINGTON AMENDMENTS. EXTERIOR WALLS = R -26 EXTERIOR MEZZANINE CEILINGS = R -38 GLAZING U —VALUE = 0.35 HANDICAPPED CODE: IBC 2009 WITH THE STATE OF WASHINGTON AMENDMENTS ELECTRICAL: ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NEC) AND COMPLY WITH THE REQUIREMENTS PERTAINING TO COMMERCIAL CONSTRUCTION, MECHANICAL: ALL MECHANICAL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE NATIONAL MECHANICAL CODE AND COMPLY WITH SMACNA REGULATIONS PRETAINING TO COMMERCIAL CONSTRUCTION, BIDDER DESIGN ELECTRICAL, HVAC AND FIRE PROTECTION TO BE BIDDER DESIGNED UNDER SEPARATE PERMIT. PROJECT DATA 1.0 PROJECT DESCRIPTION EXPANSION OF EXISTING OFFICE WITH MEZZANINE STORAGE ABOVE IN AN EXISTING OFFICE / WAREHOUSE 1.2 LOCATION 1.3 LEGAL DESCRIPTION 1.4 TUKWILA CDD PROJ. # 1.5 TAX PARCEL 1.6 OWNER 1.7 ARCHITECT 1.8 STRUCTURAL ENG. 1.9 CONTRACTOR 3415 S. 116TH STREET SUITE 103, BUILDING 5 TUKWILA, WA. 98168 REFER TO LEGAL DESCRIPTION ATTACHED TO DRAWING SEPARATELY TBD. N/A RREEF AMERICA REIT II CORP. S 875 N. MICHIGAN AVE. SUITE 4100 CHICAGO, IL 60611 JAAKOLArch itectu re 3529 BURKE AVE. N SEATTLE, WA. 98103 BRUCE MACVEIGH 1425 59TH. AVE. S. TUKWILA, WA. 98168 TBD. Aik INDEX OF DRAWINGS Al OFFICE EXPANSION WITH MEZZANINE ABOVE PLAN A2 DETAILS, SECTIONS AND ELEVATIONS. SEPARATE PERMIT REQUIRED FOR: Mechanical Intectrical I t lumbing reaas Piping 7;',/ , of Tukwila ' ,M1 DIVISION WALL TYPES: *, +: 1 EXISTING WALL WALL TO BE DEMO'D NEW WOOD STUD WALL WAN 02„„wamwaw,2 EXISTING DOOR DUPLEX OUTLET DATA OUTLET EXIT1 EXISTING EGRESS SIGNAGE VICINITY PLAN LEGEND WINDOW SCHEDULE EVIEwED -FOR CODE COMPLIANCE APPROVED APR 08 2uli N7City of Tulnwi a BUILDING Dn►1.41f1N WINDOW STYLE TO MATCH EXISTING; DIMENSIONS AS CALLED OUT ON PLAN VIEW AND WITH INSULATED GLASS UNITS, U —VALUE TO BE 0.35. ENERGY CODE NOTES ADDING 183 SF. TO HEATED AND AREA MODIFY (E) HVAC AS REQUIRED LIGHTING WATTAGE. CONDITIONED TO MEET CODE BUILDING CODE NOTES BUILDING CODE IBC 2009 ZONING M1 TENANT AREA 7125 SF OFFICE 3490 SF WAREHOUSE 3635 SF APPROX. AREA OF NEW WORK 183 SF TYPE OF CONSTRUCTION III —N SPRINKLERED 11 (00 DRAWN BY DATE L KJ 2 -28-11 CHECKED BY DATE DRAWN BY DATE CHECKED BY DATE OFFICE EXPANSION WITH MEZZANINE STORAGE PLAN 101 RECEIVED CITY OF TUKWILA MAR 1d1011 1;ERMIT CENTER D "1E2 -28 -2011 SHEET 1 of 2 SHEET Al DRAWN BY DATE L KJ 2 -28-11 CHECKED BY DATE ., (E) CONC. TILT UP WALL (E) CONC. TILT UP WALL 4" T &G PLWD. GLUE NAIL TO TJI'S OFFICE EXPANSION WITH MEZZANINE STORAGE - 1x RAIL CAP W/ 2 x 2 TRIM @ ioi ;, 4" T &G PLWD. GLUE " SIDES RAIL NAIL TO TJI'S 11 8" TJI @16" O.C. 2x FRAMING ?„ 5„ P.T. 4x LEDGER, WEDGE ANCHORED TO WALL @ 32" O.C. 3x10 HF #2 LEDGER W/ HANGER 1,� SHEET OF SHEETS A2 4x12 HF #2 TIMBER BEAM 1„ / 16 OSB W/ $ GWB OVER. OUTSIDE OF WALL ONLY $" GWB INSIDE OF WALL "• At MIN•DEPTH 4 INSTALL (1) 2" SQ• I > 11 s TJI @16 O•C• WASHER PER BOLT• TORQUE I��� NUTS TO MANUF. RECOMM. �� :; � 16" OSB W/ $" GWB OVER. OUTSIDE OF WALL ONLY — �, /r (4) EA. 2 x 4 WEDGE ANCHOR BOLTS INTO CONC. WALL WALL CONNECTION l $" GWB INSIDE OF WALL R -21 BATT INSULATION NI i� 10, „ 1 . . 4 BEAM TO TJI HANGER 2X6 TOP PLATE -ONE INCH AIR GAP CONTINUOUS 2x6 STUDS NOTCHED TO RECEIVE 3x10 LEDGER A.C.T. 2X4's 16" O.C. @ -._ A.C.T. W/ T -BAR 3 RAIL CAP DETAIL ( TJI LEDGER NOTCH DETAIL R -21 BATT INSUL. OFFICE WALL CONC TILTUP @ SCALE 1 =1 -0 } SCALE 3/4"=l'-0" j SCALE 3/4"=l'-0" SCALE 1/2"=1 -0 ' WALL TO REMAIN (E) STEEL STUD TRACK FOR (E) STEEL STUD WALL ABOVE 4" T &G PLWD. FLR. SHTG GLUE AND NAIL TO STRUCT. BELOW 2X6 NAILER,,�d'' .�--- 2x STUD WALL, W/ 16" OSB AND $" GWB OVER. ONE SIDE ONLY. 1 1• (E) CONC. TILT UP ' • • ° \ 2X6 NAILER -8d NAILS R -38 BATT INSULATION @ ROOF R BATT INSULATION PC44 -16 POST CAP BEAM TIE. SECURE WITH 16d NAILS PER MANUF. RECOMM. BASE PLATE AND NAILS @4" O.C. 99 4x12 HF #2 TIMBER BEAM �" _ ■ i 1 J _ 2' WEDGE ANCHORS @ 48" O.C. :' W/ 2 4" FLAT WASHERS 2 L^ l i �� @16 O.C. I P (4) EA. 2 x 4 WEDGE ANCHOR BOLTS INTO CONC. WALL ABU44R 3" ROUND WASHER �" WEDGE ANCHOR 2. OVER 7 -21 ��� $„ GWB INSIDE OF WALL � � 11 $ TJI JOIS� lip, rim,. � � A.C.T. h � 2x4 P.T. SILL PLATE ( BEAM 2X6 STUD WALL TO (3) EA. 2" x MB, W/ NUTS AND ASHERS WALL CONNECTION 16" OSB W/ g" GWB OVER. OUTSIDE OF WALL III— . . • • a • 14,--. Q 4 • • °• •a •' . , a G • g . A• CONC. SLAB (E) 1 ----------- - -. - -. , 'T. ..- 6 POST BASE AND CAP DETAILS 8 WALL SUPPORT BEAM DETAIL 9 WALL SILL PLATE ANCHORS ( FLOOR /WALL CONNECTION SCALE 1 " =1' -O" SCALE 1 " =1' -O" SCALE 1 " =1' -O" SCALE 1/2"= ' " K_ J SCALE 3/4 " =1' -O" REVIOWED FOR W/ E) 2X G WALEAC SIDE �-(E) ROOF OF E) 2X4 WALL WAREHOUSE SPACE W/' GWB ONE SIDE 3 E) CONC. TILT UP PANEL WALL TO REMAIN " T &G PLWD FLR. SHEATHING. GLUE AND SHANK NAILTO TJI JOIST VI/ WALL 2X4 AS DIRECTED ON EW STRUCTURAL DRAWINGS. 1X CAP OVER R38 BATT INSULATION EW 2x6 WALL W/ 1X 'CAP E) GWB COVE COMPLIANCE ������ • APR 08 2( 42" HIGH METAL GATES W/ 2X2 WWM INFILL TACK WELDED ��'Y O1 1 u��I(IJ�� j) � A2 D gil 0 10 • , . . , . .. .. 1 , • . .. • . .. : , A2 :. • • . • . . • •. • WOOD 2 M OVER " �� 41, x: 4 ;�gvr � Ali,,I .t /1,. .. -' �''' .� ;:::.::e'' - TO ANGLE EDGE STOPS. PROVIDE BUILDING flJVIq LOCKING MECHANISM FOR GATES A2 MEZZANINE STORAGE RECEIVED CITY OFTUKWILA /NEW SERVICE MAR ri 2011 COUNTER EW PERMIT CENTER CAFE DOOR A2 _ - _ -.•• ::�::: .. �, �� it 0 E) DOOR • • • EW• GW: • '. g. _.���� EW 2X6 W/ :. • • CT' • • • ' • • EXISTING. OFFICE • • • 11 7. 8" TJI JOIST ' • . / • +X12' TIMBER BEAM, ..• . •' • NEW OFFICE . : EXTENSION ,. • ' ' . •. • E) CONCRETE SLAB °° a i 9 • SUPPORT / OSB AND GWB. R -21 INSUL. s,. `I 9 A.C.T. W/ •CODE APPROVED... WIRE AND VERY. CT • I • • • •. • STRUTS. . *(TYP) 9 • d• ` • • EW WINDOW LOCATE • , • . • 'AS INDICATED ON . • PLAN • • . • ". • . . `° M • . ' > i A2 . A2 .. A2 ... - . ... ,. ., , .. . - .• . 1, : ' • .. .. ... .. .. ...:' •+ V • !• Y • . . . . . . . • 1� " � a. {' '7' i' 4 . . . , r • Y: ., G SECTION 6 @ WAREHOUSE OFFICE t f F I SECTION 8 @ (E) TILTUP WALL / `''' . ;1. A EAST ELEVATION OF OFFICE EXTERIOR XPIRES: 4/24/ L/ SCALE 1 /4" = 1' -0" SCALE 1 /4" = 1' -0" /v oeW '// SCALE 1 /4" = 1' -0" DRAWN BY DATE L KJ 2 -28-11 CHECKED BY DATE OFFICE EXPANSION WITH MEZZANINE STORAGE ioi DATE 2 -28-201 1 SHEET 2 of 2 SHEET OF SHEETS A2