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HomeMy WebLinkAboutPermit D11-130 - LUMBER LIQUIDATORS - TENANT IMPROVEMENTLUMBER LIQUIDATORS 120 ANDOVER PK E Dl 1 -130 Parcel No.: Address: Suite No: Project Name: City oftukwila 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 0223000062 120 ANDOVER PK E TUKW LUMBER LIQUIDATORS DEVELOPMENT PERMIT Permit Number: Issue Date: Permit Expires On: D11 -130 06/28/2011 12/25/2011 Owner: Name: Address: HOME ELECTRIC COMPANY 3414 NE 55TH , SEATTLE WA 98105 Contact Person: Name: EVELYN MARIN Address: 22002 64 AV W, STE 2C , MOUNT LAKE TERRACE WA 98043 Contractor: Name: REID CONSOLIDATED SERVICES INC Address: PO BOX 70602 , SEATTLE WA 98127 Contractor License No: REIDCSI981RL Phone: 425 670 -6706 Phone: 206 - 941 -2300 Expiration Date: 08/18/2012 DESCRIPTION OF WORK: CHANGE OF USE OF 5504 SF OF 6970 SF TENANT SPACE FROM M TO S -1. SCOPE OF WORK ALSO INCLUDES TENANT IMPROVEMENT OF EXISTING VACANT RETAIL SPACE FOR USE AS SHOWROOM AND WAREHOUSE. EXTERIOR WORK TO INCLUDE A NEW 10 X 10' EXTERIOR ROOL UP DOOR AND A NEW 3' DOOR. INTERIOR WORK TO INCLUDE DEMO, NEW WALLS AND DOOR, AND UPGRADE EXISTING RESTROOM TO BE ADA ACCESSIBLE. Value of Construction: $30,000.00 Type of Fire Protection: SPRINKLERS /AFA Type of Construction: VB Electrical Service Provided by: PUGET SOUND ENERGY Fees Collected: International Building Code Edition: Occupancy per IBC: $19,092.10 2009 0024 * *continued on next page ** doc: IBC -7/10 D11-130 Printed: 06 -28 -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 e governing this work will be complied N N N N N N N N N 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: Public: Non - Profit: N Public: Date: at li ed this permit and know the same to be true and correct. All provisions of law and ordinances hether specified herein or not. The granting of this permit does not pres construction or the performance of work. to this permit. Signature: Date: 6/028/2° // Print Name: Bre ,if 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. to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this development permit and agree to the conditions attached 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 arty construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. doc: IBC -7/10 D11 -130 Printed: 06 -28 -2011 7: A final report documenting required spelnspections and correction of any discrepannnoted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 9: 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. 10: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 11: 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. 12: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 13: 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. 14: Manufacturers installation instructions shall be available on the job site at the time of inspection. 15: 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. 16: 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). 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 18: 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. 19: ** *FIRE DEPARTMENT CONDITIONS * ** 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 21: 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) 22: 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) 23: 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) 24: 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) 25: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that doc: IBC -7/10 D11 -130 Printed: 06 -28 -2011 indicates the month and year that the inspec was performed and shall identify the comp or person performing the service. Every six years stored pressure ext ishers shall be emptied and subjected to th licable 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) 26: 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) 27: 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) 28: 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) 29: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 30: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 31: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 32: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 33: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot - candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot - candle (6 lux) average and a minimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 34: 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) 35: 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) 36: 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) 37: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050). 38: An approved manual fire alarm system including audible /visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2051. 39: 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) 40: 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) 41: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this doc: IBC -7/10 D11-130 Printed: 06 -28 -2011 project. • • 42: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 43: 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. 44: 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) 45: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 46: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 47: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 48: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 49: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. doc: IBC -7/10 D11 -130 Printed: 06 -28 -2011 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us 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** iXTION King Co Assessor's Tax No.: 02.2.. t7 O(' l. Site Address: 120 ANDOVER PARK EAST Tenant Name: LUMBER LIQUIDATORS Property Owners Name: Home Electric Co. C/O JSH PROPERTIES, INC. Mailing Address: 2003 WESTERN AVE, STE 200 Suite Number: 100 Floor: 1 New Tenant: Yes 0 ..No SEATTLE , WA City State Zip ILA,we.contact.when,your permit:Is' reanytolbelssued 11( • 44 tic , • "LAI Name: EVELYN MARIN, CONNELL DESIGN Mailing Address: 22002 64TH AVE W, STE 2C E-Mail Address: evelyn@connelldesign.com Day Telephone: (425) 670-6706 MTLK TERR, WA City State Fax Number: (425) 774-8219 98043 Zip ‘CE—NE-RAL- '''fc-o-N"TAA'cr4161W-AticiSi.,21, (Contractor Information for Mechanical (pg 4) for Plumbing andGasTipmw(pg,5)) Company Name: Mailing Address: Contact Person: fae,41 clq-ted rviCe:' eNns 121 74- f-Zattle City Day Telephone: (2.00111 — P-300 E-Mail Address: \Orenilif icte PAWIC 061. vtet Contractor Registration Number: R. DeS11g)t wri- 15 103 State Zip Fax Number: Expiration Date: SI12_ 117, Xfidifitt-VOfitiktdtfD':-;iX itiliaarMAIllige'rs fat-rake' gel'," t. Company Name: CONNELL DESIGN Mailing Address: 22002 64TH AVE W, STE 2C Contact Person: EVELYN MARIN E-Mail Address: evelyn@connelldesign.com MTLK TERR, WA City State Day Telephone: (425) 670-6706 Fax Number: (425) 774-8219 98043 Zip , CORD -;:iAll;plans,mustibe7staniRdll*Enti - nefebt-R E,--11.1-sm=pAtt.- -!V Company Name: PHIL VAN HEYNINGEN Mailing Address: 7675 NAHAHUM CANYON RD Contact Person: PHIL VAN HEYNINGEN E-Mail Address: structuralphil@gmail.com H:\AppIications\Forms-AppIicatons On Line \2010 Applications \ 7-2010 - Permit Application.doc Revised 7-2010 bh CASHMERE, WA 98815 City State Day Telephone: (509) 881-0824 Fax Number: Zip Page I of 6 Bi{II.DINGPERMIT](FORMATIOtV20 X7 ;� Valuation of Project (contractor's bid price): $ O IVO 0 Existing Building Valuation: $ Scope of Work (please provide detailed information): Tenant Improvement of existing vacant retail space for use as show- room & wrhs. Exterior work to include a new 10'x10' exterior roll -up door & a new 3' door. Interior work to include demo, new walls, door & upgrade existing restroom to be he accessible. C) kY 1)& o uc3t fal- -,e j SA M N~ i S-I Will there be new rack storage? ❑ Yes ❑.. No If yes, a separate permit and plan submittal will be required. C - t� -a- '! Provide AI1Bwldrng /Areas,m Square Footage Below' s,F.,;1`.fS0,.- +r }a .I`..ft'ft#. 7.. t i is `- `. AW-,',�`,0%V ` tV,5, �' i ,.te'i"'• . ' - A ',.� "'74 ". �t { t , t F 'k t+ �u + Mkt 7t,, rt ... Existingw', - fa'x'. . s t Intenor Remodel a Addrionto F , "t.. C E stm g' _ :., StructureM 4 y . � - k .•, ._New . ^Typeof ; Construction r t PP IBC : �� Typelof Occu an r P cY'Pe `IBC 4 - loo n,'' -~ 6,970 6,970 \ S MIS ' ?� r 3r5 Floor. ?x" ' Fl00isi5 thili 7 1Basem, • . ?Accessory Structures xzrtx °`Attaehhedpdage " DetachedjGaage t 'NAtta -chew Caiport 0 k � 1St 3-,� v i'f�i'. Detached`Carport' nCovereil Deck'' "" z '" '' Uii0itiedtDeck- PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? Yes ❑ No If "yes ", explain: 65-114 fv-o 6'' e� Sf FIRE PROTECTION /HAZARDOUS MATERIALS: XSprinklers ix Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 •" paper including quantities and Material Safe Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms- Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bit Page 2 of 6 '. PERMIT APEE'ICATION4NOTE5 '°jt+$i"'1LY�R'4'1B}c�.'►'Wl' �-�. ay -.�,., T,Sri. App Icable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN OR AUTHORI GENT: Signature: Mail' Print Name: Ve[yrit /Vl(/) Mailing Address: 2200`12 - Lo4`m &I t (Id` SP Date: Day Telephone: MfIk1Te City StateW 76013 Zip IDate Application Accepted: ty I e I ki Date Application Expires: *pi u Staff Initials: H:\Apphcations \Forms - Applications On Line \2010 Applications \7 -2010 - Permit Application doc Revised: 7 -2010 bh Page 6 of 6 • (It City of Tukwila ]department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 0223000062 Address: 120 ANDOVER PK E TUKW Suite No: Applicant: LUMBER LIQUIDATORS RECEIPT Permit Number: D11 -130 Status: APPROVED Applied Date: 05/06/2011 Issue Date: Receipt No.: R11 -01331 Initials: User ID: Payee: JEM 1165 Payment Amount: $663.65 Payment Date: 06/28/2011 01:45 PM Balance: $0.00 REID CONSOLIDATED SERVICES, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1091 663.65 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 659.15 640.237.114 4.50 Total: $663.65 doc: Receiot -06 Printed: 06 -28 -2011 • City of Tukwila Department of Community Development 6300 Soothconter B oulei4ird, '5."Ente tri00 Toksv \Ala ngcon q8. SS Phone: 2064'2,1-3670 Fax: 206-431-3665 Web §ite: RECEIPT Parcel 0223000062 Arldrer4.: 120 ANDOVER PK E TUKW Suite No; Applicarm LUMBER LIQUIDATORS ■■■•■■..111..100,..- Receipt No.: R11-01207 Initials; User ID: Payee: LAW 1632 Permit Number: D11-130 Strus: PENDING Applied Date: 0S/06/2.011 Issue Date: Payment Amount! $18,000.00 Payment Date: 06/15/2011 01:44 PM Ba1anee: S663,65 HOME ELECTRIC COMPANY INC TRANSACTION LIST: ypt; me•;nol pZO A—iDunz 191;31 Aur.hnri=ation D. ACCOUNT ITEM LIST: OrCS/1F7OITs CORRECTION LTR# 1 Account Ccd D'A.2.19,1Q0 CurcnL Pft.La 1a,700.0: Total: S18,000.00 ECEIVEr JUN 17 2011 nay- ;•■ TCENTER b‘1- V50 •_'>:s 1 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone : 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 0223000062 Permit Number: D11 -130 Address: 120 ANDOVER PK E TUKW Status: PENDING Suite No: Applied Date: 05/06/2011 Applicant: LUMBER LIQUIDATORS Issue Date: Receipt No.: R11 -00906 Payment Amount: $428.45 Initials: JEM Payment Date: 05/06/2011 10:52 AM User ID: 1165 Balance: $663.65 Payee: CONNELL DESIGN GROUP, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 17698 428.45 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 428.45 Total: $428.45 doc: Receipt -06 Printed: 05 -06 -2011 INSPECTION NO. INSPECTION RECORD Retain a copy with permit -'3a PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 10— (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: / (_UAm4e- `-"iQ� 0A(C Type of Inspection: r Ai. v- «4 Address: t 24 A'.'Qov ' E. Dat �� • I d: - < 3 Special Instructions: Date Wanted: w 1 2_, t ( a.m. 1 Requester: Phone No: ( _ 2 300 Approved per applicable codes. Corrections required prior to approval. if? COMMENTS: .t)f et,9 RIAP ?LliT �tdr , r Inspetr: Date: f . � I REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. , • • .. •. . • . • _ • INSPECTION RECORD Retain a copy with permit 'INSPECITION NO. PERMIT NO. -- • • CITY OF TUKWILA BUILDING DIVISION " £ -12d • • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 • • ..43ermit'Inspectiqn Request Line (206) 431-2451 • •.; PrOject: . ,. ...... ' LA/A4/3 ;e:i- UQU.' 0 4-1J f'} Type..of Inspection: fmr AJ va— ia , I Address: . 1 1 AAA Olaf F - Date Called: 6-1)r 0A1 ilitT- i-1-1, Liu OA_ (%7 ,t Special InstructiOns: '.. ':0 '''?,.. 44 —cx -, . ' . - Date Wanted: s.. , cy...._,. If P.m. Requester: A.R/- CftiteK Phone No: /1 2 a 1.9 ( 2 00 Approved per applicable codes. EJCorrections required prior to approval. COMMENTS: . w... A co,M 5 6-1)r 0A1 ilitT- i-1-1, Liu OA_ (%7 ,t u i kl: ki 1(4xe4 A.R/- CftiteK .. izeivr • t4AsLitkiL: ( d "\ &Ill; • •."-Seue s €-A S-r s---r (AiA7 --Aut.) ."efsi ............. II 0 , lInsVektor: Date: E REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be '"-1 paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. is •: �aCY'Yi� 9 1 3.S1,'71si t- -; me•- • • - 'T7:77! r, INSPECTION RECORD Retain a copy with permit INSPECTION NO. O'f - r3o PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 y;; (206) 431 -3670 , Permit Inspection Request Line (206) 431 -2451 i`-^ Project: e ! , ^ �tType 1,L./ (!ti SA-' (•-- Qi • ,l ` ` of lb§p_ection: r , ‘ r of 4 W o FF S�X . 1 r 4 b - -�� . Address: 0,A9 L A-'ut/ ovV ? Date Called: Special Instructions: 7 Date Wanted: -- (-- (( _—p.m: Requester: Phone to c, ^ q 41 ` 2300 ® Approved per applicable codes. COMMENTS: Corrections required prior to approval. j' 4: CPA Arilattr- Inspector: • Date: f • n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INS CTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 =3670 Permit Inspection Request Line (206) 431 -2451 Project: 1 ,J.'4t6 er _. Q t )A'(Jr Type of Inspection: SJS e �, i •'1e Address: i 1 20 A xiQaLf 0- E+ Date Calie : : ..._.. Special Instructions: / Date Wanted: li�a_m� - �•5-- t/ p.m. Requester: • Phone No: ?mac_ 474( — 23da Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector; Date7`~���I( n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. -} • l± C.t. T•.p"C' 7. p. • fd: 447 • 4. , f,, :t:- ..�• .ix!_'? "::z P_ �%:' '•t�R!{ rr 1• 'I• SPE,CT:LON RE;COR'D . � i- �}±`'�sa .r...b:_: °�..e Retain a copy with permit INSP'CTION NO. PERMIT NO...., CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project, t tRR Type of Inspection: ..rte Address 1 APO() u� E, Date tilled: ......... Special Instructions: z.... Date Wanted: a.m. 7 - i - (( p.m. Requester: Pho/n�e No: O '941 ,J l!� /�-- CN VV Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: '`I� I REINSPECTION FEE REQUIRED. ri ‘r to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date otar INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1tc 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 81 k36 Project: M -Lefr !t` ° Type ofrectw Inspection: Tom' -�.1 Address: A�0vJer r-.i j Date Called: Special Instructions: t .I. A C d j. ice- c' ,t) Date Wanted: a :m — (..? —I( Requester: Phone No: pproved per applicable codes. Corrections required prior to approval. COMMENTS: ,c- 1,) l� 1.• -11 L n_f :A,_0\4-1'(e6( ..1) r c_1" :1v" )E—r -0.! -;04/e. 1 z e /- 11 A d J A i A. ¶'r-R .I. A C d j. ice- c' ,t) r- J ` "i e (cin ..--.. t 1 - - Inspegtor: N�l Date:7 - ? — 11 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. :54t1:401340,-"- r`t.,••••}A-w"r"Fm+.!r.'"*"'-'7,7-07 `7"..r-r• INSPECTICN NO. INSPECTION RECORD Retain a copy with permit bit- 1 30 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 ,.....1r,..`""".1.• • rn. . ' Permit Inspection Request Line (206) 431-2451 Project: b i A4 er 1.; 00 : 04--4/1-:C Type of Inspection _.. f f A kt i A _ Aaoress: il.,6 ,A0,loover Date Called: Apprb a c tk .r- .t.orie Special Instructions: gie.c.1, j k 4.4A-fts A 64111 r-00,4- vii_t a I: et— A AR-- 9-v t PdAr Date Wanted: _(1,1.(-:„÷):6fi"::, Requester: r4- .'s A egete) - Phone No: ' ElApproved per applicable codes. .Corrections required priorto approval:: COMMENTS: r . .... "1- .1;.< --6 r • 0-e v ! 4-1-a_ r41. Apprb a c tk .r- .t.orie . /LA) 1.,(4---4/1 '1-0 i?...A 4 x ..• 1_,A.kl-e :1 Arei" . --1.-Xc--0-E. iNC-7 r4- .'s A egete) - „or : ,-. 2' ( IN-4 e 14 LI '7-0 1A k1 . -p--' 7, c l:Jsa" .r o r I 4 - ; ,A li ie e W e 4 7V A - ..., ...1 • .., ,................ . A 1 Date: •1 - • REINSPECTION FEE'REQU1RE9. Prior to next inspection, fee must.be "---1 paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule.reinsPection. •• _mob • ••••=at-Ii•in INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1� -5-'5' PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project') ■.)vv,bitc- l v, rkAAD(s Type of I spection: ),-NR C__ Address: j Z U jav1a. Suite #: -) p0 e I Contact Person: Special Instructions: \4 t Occupancy Type: . • Phone No.: Approved per applicable codes. t5.\Corrections required prior to approval. COMMENTS: Sprinklers: Lf es Fire Alarm: Hood & Duct: Dc--k.sS r ;466.Ls ek Pre -Fire: Permits: Occupancy Type: . DQr u.) At 4k -fig ¥t c-t. St(,"f, k1 cc . ks-tc , C.l ,,yi_ S. v sI ,e -.. -- 7aoc DKV ,Dboc- .... .. - - - - -. - .. ----- - _ - - -- Needs Shift Inspection: Sprinklers: Lf es Fire Alarm: Hood & Duct: Monitor: ' icZk Pre -Fire: Permits: Occupancy Type: . Inspector: 51 Date: 8\61 \\ Hrs.: 1 { $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice irpm the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: 1 State: 1 Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 ,.Y • •• • • •'J • ':11 • • • • :a .:4 ..w r`3 INSPECTION NUMBER INSPECTION RECORD Retain a copywith permit :1• s 8--L DlI - 13D PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: ,n /./ � c.t ko -e a 0 a i b nto g-S Type Ins ection: S o -e r ' .. - . Address: la fl p� Suite #: Contact Person: / Special InsQructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: To e'o v -e"---- l• Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: g.,-\ S'''"--2- Date: -7/9. L/ l) 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: 1 Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 w FILE COPY EXISTING STRUCTURE 4" 20' -2" A.F.F. _ \ 1/2° MIN. CLEAR FROM TOP OF STUD TO BOTTOM OF K REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. R -49 BATT INSULATION OVER 7- 0 "x4' -0° H. D. GLG. GRID. PROVIDE DOUBLE STICK TAPE TO EACH 4' -0° SIDE OF THE GRID TO PREVENT AIR LEAKAGE. AT REQUIRED POINTS (FOR EXAMPLE: VAV BOXES FOR FILTER CHANGES) PLACE TAPE ON ONE SIDE ONLY TO ALLOW ACCESS. REVIEWED FOR CODE COMPLIANCE A PPROVED JUL 19 2011 City of Tukwila BUILDING DIVISION 3 10, -0" A.F.F. • 11 ..2ER11111111111 • EXISTING ROOF DECK REGISTRATION 8694 REGISTERED ARCHITECT DAVINA LLY!(M.S DUERR STATE OF WASHINGTON • EXP. 03 -03-13 5/8° TYPE 'X' GAB. EA. SIDE, DO NOT ATTACH TO TOP TRACK. ANCHOR 20 GA. 2" DEEP LEG DEFLECTION TRACK TO STRUCTURE AS REQ'D BY EXIST. CONSTRUCTION CONDITIONS, ATTACH W/ SCREWS EVERY 24° O.G. ATTACH STUDS TO SLOTTED TRACK W/ #8 FASTENERS 20 GA. 6" STUD (6005125 -33) STEEL STUDS ® 24" 0.G. UP TO 21' -1° PER SSMA 5/8° TYPE °X° GAB. BOTH SIDES CONT. STL RUNNER CHANNEL ANCHORED TO FLOOR W/ POWDER ACTIVATED FASTENING SYSTEM HILTI X -ZF 22 PST OR EQUAL .145 DIA. 4 EMBEDMENT 15 3/4° AT 24" OC.0 MAX SECTION - OFFICE /WRHS DEMISING PARTITION SCALE: N.T.S. REVISION N0,! D 11- 130 RECEIVED JUL 12 2011 PERMIT CENTER co DESIG NELL 22032 - 64th Arens W.. Salle IC Mc"°W,k. Ten6[°, WA 93043 T: 425470.6736 F: 425 -774-3219 LUMBER LIQUIDATORS I- ca a m cc a CO . a7 CC Q 0 � 3 0 Z O' 4W N » REVISIONS 7 -11 -11 REVISED PER CONSTRUCTION TITLE OFFICE/WRHS DEMISING PARTITION 11.075 Job No EM Drawn By: SHEET A3.0 0 k0 tit Pfere' J d0 IA / 0 v 0 r ar g PE Pd V, G6 /l /J /1/a /6 /O /':1.'7 /G %J4.%3%"i .:: %a /.i•" .• +/.:: 7, GTP/L Y7. Z^/'% .:zw.trAsverawax.:/.7 /J/ ^/.7.7/ i:7/J.J.7."T /O/6 ..,7 ;:65A,.4.:v'._ J!"9/..7..,y,^/O/O/.7G0/Oi:w. %9.3."a/O/1� WINIM tY.SPX 7/.7.2%. /J /S /_+% -7,7% %GY.7l.J/T /.S /O /9 /J/J/i /.9/.00.9 /d/L/0%4/Q /J 0 / V /D /D D D 0 0 Lumber Liquidators Tenant Improvement 120 Andover Park E. Tukwila, WA Structural Calculations One Expanded Opening 86 One New Opening in Existing Tiltup Panels Performed by Phillip Van Heyningen, PE 7675 Nahahum Canyon Road Cashmere, WA 98815 (509) 881 -0824 Job No. 18PV11 May 3, 2011 REVIEWED FO CODE COMPLIANOE APPROVED JUN 2 3 2011 City Tukwila O 0 0 4 0 0 CITY F MAJ 002011 0 QT R Phillip Van Heyningen, PE bib 7675 Nahahum Canyon Road Cashmere, WA Lumber Liquidators 120 Andover Park East Tukwila, WA DESCRIPTION +Theiscope.`of -worI (inJolves providing a usable 10' -0" wide by 10' -0" high door at anfexisiiiOo ding dock. The current opening is a vertical lift 6' -0" wide by 8' -0" kligh door with a man door 1'-2" away. A new man door (3'-0" x 6'-8") is propoS,ed to' replace the existing man door. SYNOPSIS The walls of this building are 5 /z thick concrete precast tiltup panels with integral 12" x 12" reinforced pilasters. The pilasters support glulam beam girders that span north to south at 20' -0" on center. The same type of panel with pilasters was used along the east and west "non- bearing" ends of the building. These panels are designed to span both top to bottom and also side to side between the pilasters. At some time after the building was constructed a steel frame of HSS strongbacks was added to the panel with openings to reinforce it for the out of plane forces that caused some cracking between the two existing openings. The proposed opening will remove the cracked jamb and actually reduce the out of plane loads by replacing the concrete with a lightweight metal rollup door. The height of the new door prevents using a vertical lift type door so the existing horizontal brace will need to be moved up the wall to allow enough clearance to install a rollup type door. Three feet of clearance is typically enough and also is a good height to brace the panel for out of plane wind and seismic loads. CONCLUSION The relocated horizontal HSS brace and the new taller vertical HSS strongback . braces will provide the out of plane support to allow the new opening to be safely sawcut out of the panel. The new man door is located near a pilaster that is also braced by the front wall panels in a perpendicular direction. This opening will not - requ_ ire - additional- strongback- braces: MSRMaps: Print Send To Printer Back To MSR Maps Change to 11x17 Print Size Remove Grid Lines MUSGS Tukwila, Washington, United States 13 Jun 2002 122W 14' 59" 122W 14' 57" - 122.24971 - 122.24904 556 550.0 556 600.0 Page 1 of 1 Change to Landscape 47N 27' 36" 47N 27' 36" 47.4599 h,#i� • 47.45993 5,256,550. c� ..t[. i�� `' ' , 5,256,550.0 47N 27' 34 47.45949 5,256,500. 47N 27' 33b r 4r : R • � R " • 7N 27' 32" 47A59 .r' , srt .�c_ a ti} S ! °F 47.45903 5,256,450. � t . � ka . a ,. - fa.ro-� u :a�4 . - - . ;i+- .w r �x ` 5,256,450.0 47N 27' 311122W 14' 59" 47.45850- 122.24973 5,256,400.6556,550.0 10, 20, 30, 40 15` 30' 45 122W 14' 57° 47N 27' 31" - 122.24906 47.45858 556,600.0 5,256,400.0 122W 14' 54" - 122.24840 556,650.0 Image courtesy of the U.S. Geological Survey © 2010 Microsoft Corporation. Terms of Use Privacy Statement httn• / /msrmans.cnm /nrintimaue. nsnx? T= 4R r. S= R& X= 11137Rr .Y= 105179Rr.7.= 108r.P= Tukwil 4/77/7011 120 Andover Park E. 2003 NEHRP Seismic Design Provisions Latitude = 47.45948 Longitude = - 122.24838000000001 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B- Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.420 (Ss, Site Class B) 1.0 0.486 (51, Site Class B) IBC2006 (1613), ASCE 7 -05 CHAPTER 11, 12, 13 SEISMIC DESIGN CRITERIA Soil Site Class Response Spectral Acc. (0.2 sec) S9 = Response Spectral Acc.( 1.0 sec) S, = Site Coefficient Fa = Site Coefficient F„= Max Considered Earthquake Acc. SMS = Max Considered Earthquake Acc. SM, = @ 5% Damped Design SDS = SD1 = Building Occupancy Categories Design Category Consideration: Seismic Design Category for 0.1 sec Seismic Design Category for 1.0sec s1 <.75g Since Ta < .8Ts (see below), SDC = Comply with Seismic Design Category D 12.8 Equivalent lateral force procedure Seismic Force Resisting Systems Ci = 0.02 Building ht. Fin= 20 Ga_= 4:400 Approx Fundamental period, Ta = C,(11„)" 5 Gds 0.8Ts = 0.8(SD1 /SDs) D - 142.00 %g 48.60 %g 1.000 1.515 F8.S$ F,,.S1 2/3(SMs) 2/3(SM1) Table 20 -3 -1, Default = D = 1.420g Figure 22 -1 through 22 -14 = 0.486g Figure 22 -1 through 22 -14 Table 11.4 -1 Table 11.4 -2 = 1.420 (11.4 -1) = 0.736 (11.4 -2) = 0.947 (11.4 -3) = 0.491 (11.4 -4) Table 1 -1 with dist. between seismic resisting system >40ft Table 11.6 -1 Table 11.6 -2 Section 11.6 Control (exception of Section 11.6 does not apply) T- R301.2.2.1.1 II, Standard rleldble Diaphragm - D D NA D IRC, Seismic Design Category = D2 A. BEARING WALL SYSTEMS 1. Spedal reinforced concrete shear walls Is structure Regular & 5 5 stories ? Response Spectral Acc.( 0.2 sec) S8= 1.4209 Fa = 1.00 @ 5% Damped Design SDs = 2s(Fa.Ss) = 0.947g Yes I - x = 0.75 T- 12.8 -2 ft Limited Building Height (ft) = 160 for S,ef 0.491g Table 12.8 -1 = 0.189 12.8 -7 =-0:.265 = 0.415 Control (exception Response Modification Coef. R = Over Strength Factor O.= Importance factor I = Seismic Base Shear V = 5 2 1 CS W C8 SOS = RA =0.189 or need not to exceed, C$ = SD1 = 0.519 (R/I).T or C8 = T ��I) N/A Min C$ = 0.5S11/R N/A Use C8 = 0.189 Design base shear V = 0.189 W Control T1 = 8 Sec Use T = 0.189 sec. of Section 11.6 does not apply) 12.8.1.3 Max Ss 50.15g (11.4 -3) Table- 12.2 -1 foot note g Table 11.5 -1 For Ts TL For T > TL For Si Z 0.6g (12.8 -2) (12.8 -3) (12.8 -4) (12.8 -6) T -12.2- 13.3 Seismic Demands on Nonstructural Components fp= 0.4aPSDSWP(1 +2z/h) (13.3 -1) (R IIp) Sos = 0.947 aP = 1 Rp = 2.5 z= 10 h= 10 Ip= 1.0 fp = 0.454 Wp 12.11.1 Structural Walls and Thelr Anchorage fp= 0.40SDSIWW = 0.379(W) 12.11.2 Anchorage of Concrete or Masonry structural Walls (flexible diaphragm) or fp = 400SDSI = 379 shall be z 280 #/ft Fp = 0.8SosI(WW) = 0.757 Wp (12.11.1) 11.4.4 T- 13.5 -1 or 13.6 -1 13.1.3 12.11.1 6.5 METHOD 2- ANALYTICAL PROCEDURE 6.5.12. Design Wind Loads on Enclosed and Partially Enclosed Buildings. (all Heights) MWFRS Velocity pressure qz= .00256 K, Ka Kd V2 I., (6 -15) Exposure B Roof Height h = 20 feet Exposure coefficient K2= Section 6.5.6.6, is obtained from Table 6 -3, Case 2 for MWFRS Topography factor K=r= 1.00 6.5.7.2, Figure 6 -2 Directionality factor Ka = 0.85 Table 6 -4 Wind Speed V = 85 mph Importance factor IN, = 1.00 Table 6 -1 qz= 15.72 K2 psf Intemal Pressure Coefficient (GC,,) = * 0.18 Figure 6 -5 for Gust effect factor G = 0.85 6.5.8.1 Pressures for MWFRS p = gGCp - gr(GC1) (6 -17) Wall and Roof External pressure Coefficients C, from Fig. 6-6 or 6-8 Wind Normal to Ridge (1 to 175) LIB = 0.45 hlL = 20/78 = 0.26 6= 2.4 Enclosed Building 1 v Windward wall Cp = Leeward wall C, = Side wall C = Wind Parallel to Ridge (1 to 78) L/B = Windward wall C, = Leeward wall C. = Side wall C = Same as parallel to ridge = 2.4 11.68 30 ft 10.69 8.5 ft 10.31 1015 1 x where GC0 =30.18 q,(GCp4) = ± 9.81(0.18) =31.77 All forces shown in psi 0.8 -0.500 for L/B = 0.45 -0.7 2.24 Windward roof Cp = Leeward roof C, = or Roof C, = -0.90 -0.90 -0.50 0.8 h/L = 20/175 = 0.11 -0.288 for L /B = 2.24 Roof Cp = -0.7 for dist = 78 4' p = gGCp - qi (GC0) Eq. 6-15 q = q2 for windward q = qh for leeward wag, side wail and roof (020 ft c = qh for enclosed building ©20 ft -0.9 -0.9 -0.50 -0.30 10.0 20.0 40.00 9.8E 8.92 8.54 q, 3 1.77 @30ft 18.5 ft All forces shown In psf ®Otol5ft 175 For Exp B zs = 1200 K2 = 2.01(z/z0)21` K2 (min) = 2.01(15Izg)2" x = 7.0 Roof Ht, h = 20 ft Normal to Ridge -I-to 175 Parallel to ridge 1 to 78 Height Kh qh Cp q,GCp Cp ghGCp Leeward wall all 0.624 9.81 -0.5 -4.17 -0.29 -2.40 Side wall all 0.624 9.81 -0.7 -5.84 -0.70 -5.84 Roof ww Lw Or -0.90 -0.90 -0.50 -0.30 -7.5 fro -10.0 -7.5 fr >10.0 4.17 020.0-40 -2.50 fir 40 -0.90 -0.90 -0.60 -0.30 -7.60 -7.50 -4.17 -2.50 fr0 -10.0 fr >10.0 fr 20.0.40 fir 40 Wind Normal to Ridge Wind Parallel to Ridge z, Ht. (ft) Kz qz CO p =g2GC, W W +LW C, p =q,GC, W W +LW Windward wall Oto15 9.5 18.5 21.0 30.0 0.575 0.575 0.610 0.633 0.701 9.04 9.04 9.59 9.95 11.01 0.8 0.8 0.8 0.8 0.8 6.14 6.14 6.52 6.76 7.49 10.31 10.31 10.69 10.93 11.66 FIGURE 6 -3, COMPONENT AND CLADDING Roof effective area = 30 sq. ft, 8= 2.4 Interior Zone 1 = 5.74 -11.66 psf End Zone 2 = 5.74 -17.54 psf Conner Zone 3 = 5.74 -25.27 psf Roof Overhang effective area = 14 sq. ft Interior Zone 2 = -22.30 psf End Zone 3 = -34.66 psf IBC 1605.2.1(LRFD) U = 0.9D + 1.6W IBC 1605.3.1(ASD), U = 06D + W, increase in allowable shall not be used. IBC 1605.3.2(ASD), U = D + 1.3 W, allowable stress are permit to be increased. 0.80 0.80 0.80 0.80 0.80 6.14 6.14 6.52 6.76 7.49 8.64 8.54 8.92 9.16 9.89 -0.30 Effective Area for wall element = 21 Wall, Interior Zone 4 = 12.37 -13.45 End Zone 5 = 12.37 -16.18 SE/ S ►�' C CO -VTULS Loads: LC 1, out of plane Results for LC 1, out of plane Phillip Van Heyningen Strong Back Rendering May 4, 2011 at 11:52 AM Crossbar.r3d Loads: LC 1, out of plane Results for LC 1, out of plane Reaction units are k and k -ft 157k/ft .157k/ft ,CZ> 5 I M i' Su►J 1- Taiz/4 S G/8 S ` 2: rr Ire => Z , Z bswcf-va- Phillip Van Heyningen May 4, 2011 at 11:57 AM Crossbar.r3d -1.9 Loads: LC 2, EQ plus Grav Results for LC 2, EQ plus Grav Reaction units are k and k -ft 5.5 6.6 TN' S I S A 1-‘1 (1L`f U► � uicE am .Y c,A sue.. , (3u; / s t F 7A P1 STECZ -JO P rc JIL CS r -A (/ J 1 A- - °I1 kLLArf<1 Phillip Van Heyningen Possible gravity load included May 4, 2011 at 12:02 PM Crossbar.r3d Company Designer Job Number Phillip Van Heyningen May 4 2011 12:04 PM Checked By: Basic Load Cases 1 BLC Description Out of Plane Category EL Gravity Y Gravity Z Gravity Joint Point 2 gra iitypb'ssible DL stnbut... rea (M... Surface ... Joint Coordinates and Temperatures Z rtti 1 N1 0 13 0 0 2 0 -N2 1 13- 0- 0 0 3 N3 12.667 13 0 0 0 0 4 .N4 20 13 0 0 1 5 N5 1 0 0 0 0 6 N6 12.667 0 0 0 � Envelope Joint Displacements Envelope Joint Reactions lc 1 N1 1a 0 1 0 2 0 .1 • NC -9 964 - -3 1 0 1 U 3 I M F / I I I I I I I l tai iiirii 0 0 EN F M 0 0 MI i 1 1 0 1 1 1 1 1 1 2 1 1 1 i 1 1 1 0. .NC -9..9676-3 1 898e -4 ni NI t � r a l i � -9.7 8e -3 1 0 1.191 2 'i e ' o I l l - . i 0 � 1 � = 2 50„h.•. Ell -9:. r8e -3 I1 -9 e- Fa 2 Will ►3 KM 0 it 0 nZPtI 1. 0 EL 1 13 68 - -3 ME 6 59e- 2 6.553 ififfl 0 2 - 006 1 MIENIIIIIIINEMIffI NC 0 I 34 , . 8e -3 SU 0 ti f7MVCili t9 0 . frith 0 EN 0 1 0 EN 0 ill .09 a -2 to 5 56e -4 0 1 5.459 2 -.728 1 0 1 NC 1 0 -2 0 1 8 • ► 5 a 0 II 0 -.7,28 • 0 0 2 65e -3 NC 02e 0 4.52 e-4 2 Totals: max 0 1 9.5 2 -5.74 1 462e max 0 1 0 1:0 IRan E min 0 0 0 0 1 0 1.0 7 -3 0 MI 0 -3.703 2 Eh, .0 tip 0 2 0 EIti 0 0 ttU M2 2 Envelope Joint Reactions lc 1 N1 max 0 1 0 1 -2.543 .1 NC NC 0 1 0 1 2 2 niin -.042 2 -3.703 2 =2543 1 .NC .NC 0 1 0 1 3 N4 max .025 2 1.191 2 -1.914 1 NC NC 0 1 0 1 4 .926 min :0 1 0 1 - 1:914 1 :NC NC 0. 1. 0 1 5 N5 max .062 2 6.553 2 -.555 1 0 1 NC NC 0 1 '8 -1.252 min 0. 1 0 . 1 -.565 1 '0 1 NC NC 0 1 7 N6 max 0 1 5.459 2 -.728 1 0 1 NC NC 0 1 8 • niin -.045 2 0. 1 -.7,28 • 1 0 1 NC NC 0 1 9 Totals: max 0 1 9.5 2 -5.74 1 5 max 0 1 0 1:0 -2.386 min 0 2 0 1 4:74 1 1.0 min -.042 2 Envelope Member Section Forces -ttl IC v -v Mome... IC Z -z Mome... Ic 1 M1 1 max 0 1 0 1 -2.543 1 .796 1 0 1 0 1 2 min -.042 2 4.703 2 4543 .1 .796 1 0 1 0 1 3 2 max 0 1 0 1 -2.503 1 .796 1 -.631 1 .926 2 4 niin -:042 2 =3103 2 4503' 1 .706 1 -:631 1 0 1 5 3 max 0 1 0 1 -2.464 1 .796 1 -1.252 1 1.852 2 6 niin -.042 2 -3.703 2. 4464 1 .796 1 -1.252 1 0 1 7 4 max 0 1 0 1 -2.425 1 .796 1 -1.863 1 2.778 2 8 .min -.042 2 - 3:703 2 -2:425 1 .796_ 1 -1:863 1 0 1 9 5 max 0 1 0 1 -2.386 1 .796 1 -2.464 1 3.703 2 1.0 min -.042 2 -3.703 2 -2486 1 .796 1 -2.464 1 0 1 11 M2 1 max .019 2 2.85 2 -1.641 1 -.435 1 -.655 1 4.507 2 12 min 0 1 0 1 - 1:641 1 -:435 1 -.655 1 0 1 13 2 max .019 2 1.392 2 -1.183 1 -.435 1 -4.773 1 0 1 14 min 0 1 0 1 `1:183 1 -.435 1 -4.773 1. -1:679 2 RISA -3D Version 5.0d [C: \... \... \... \Engineering\ ',Crossbar.r3d] Page 1 Company Designer Job Number Phillip Van Heyningen May 4 2011 12:04 PM Checked By: Envelope Member Section Forces (Continued) 15 M1 3 max ,019 2 0 1 -.725 1 -.435 1 -7.556 1 0 1 16 min 0 1 -.067 2 -.725 1 -.435 1 -7,556 1 -3:61 2 17 4 max .019 2 0 1 -.267 1 -.435 1 -9.003 1 0 1 18 min 0 1 -1.525 2 -.267 1 -.435 1 -9.003 1 -1.289 2 19 5 max .019 2 0 1 .191 1 -.435 1 -9,114 1 5.287 2 20. min 0 1 -2.984 2 .191 1 -.435 1 -9.114 1 0 1 7 1 max 0 1 2.475 2 .763 1 .583 1 -9.813 1 4,706 2 InM3 min -.025 2 0 1 .763 1 .683 1 -9.813 1 0 1 23 2 max 0 1 1.558 2 1.05 1 .583 1 -8.151 1 1.009 2 '24 min -.025 2 0 1 1,05 1 .583 1 - 8.151 1 0 1 25 M2 3 max 0 1 .642 2 1.338 1 .583 1 -5.962 1 0 1 26 min -:025 2 0 1 1.338 1 .583 1 -5 :962 1 -1.008 2 27 4 max 0 1 0 1 1.626 1 .583 1 -3.245 1 0 1 28 min -.025 2 -.275 2 .1:626 1 .583 1 -3.245 1 -t344_ 2 29 5 max 0 1 0 1 1.914 1 .583 1 0 1 0 1 30 min -.025 2 -1.191 2 1.914 1 .583 1 0 1 0 1 31 M4 1 max 6.553 2 0 1 -.555 1 1.809 1 0 1 0 1 32 min 0 1 -.0'62 2 -.585 1 1.809 1 0 1 0 1 33 2 max 6.553 2 0 1 -.23 1 1,809 1 -1.277 1 .201 2 34 min 0 1 -.062 2 -.23 1 1 1:809 1 -1.277 1 0 1 35 M3 3 max 6,553 2 0 1 .095 1 1,809 1 -1.497 1 .402 2 36 min 00 1 -.062 2 .095 1 1;809 1 -1;497 1 0 1 37 4 max 6.553 2 0 1 ,42 1 1,809 1 -.661 1 .603 2 38 Thin 0 1 -.062 2 .42 1 1809 1 -:661 1 0 1 39 5 max 6.553 2 0 1 .745 1 1.809 1 1.231 1 .804 2 40 min 0 1 -.062 2 .745 1 1:809 1 1.231 1 0 1 41 M5 1 max 5.459 2 .045 2 -.728 1 -.699 1 0 1 0 1 42 min 0 1 0 1 -:728 1 =;699 1 0 1 0 1 43 2 max 5 .459 2 ,045 2 -.403 1 -.699 1 -1.839 1 0 1 44 min 0 1 0 1 -:403 1 -:699 1 =1.839 1 -.145 2 45 3 5.459 2 .045 2 -.078 1 -,699 1 -2.621 1 0 1 46 _max ruin 0 1 0. 1 -.078 1 -.699 1 -2;621 1 -.29 2 47 4 max 5.459 2 .045 2 .247 1 -,699 1 -2.348 1 0 1 48 min 0 1 0 1 .247 1 -.699 1 - 2.348 1 -.436 2 49 5 max 5.459 2 .045 2 .572 1 -.699 1 -1.018 1 0 1 50 min 0 1 0 1 .572 1 -.699 1 -1,018 1 -.581 2 Envelope Member Section Deflections z riinl 1 M1 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 2 min 0 1 0 1 0 1 .0 1 NC 1 NC 1 3 2 max 0 2 0 1 .03 1 -5.649e-5 1 NC 1 NC 1 4 min 0 1 -.001 2 .03 1 -5.649e-5 1 8729.373 2 NC 1 5 3 max 0 2 0 1 .06 1 -1.13e-4 1 NC 1 NC 1 6 min 0 1 -.003 2 .06 1 -1.13e-4 1 4181.146 2 NC 1 7 4 max 0 2 0 1 .09 1 -1.695e-4 1 NC 1 NC 1 8 min 0 1 -.005 2 .09 1 -1,695e-4 1 2604.867 2 NC 1 9 5 max 0 2 0 1 .12 1 -2.259e-4 1 NC 1 NC 1 10 min 0 1 -.007 2 .12 1 -2.259e-4 1 1789.559 2 NC 1 11 M2 1 max 0 2 0 1 .12 1- 2.259e -4 1 NC 1 NC 1 12 min 0 1 -.007 2 .12 1- 2.259e -4 1 NC 2 NC 1 13 2 max 0 1 0 1 .443 1 1.338e -4 1 NC 1 835.711 1 14 min 0 2 -.057 2 .443 1 1.338e -4 1 2764.148 2 835.711 1 15 3 max 0 1 0 1 .683 1 4.935e -4 1 NC 1 554.836 1 16 min 0 2 -.084 2 .683 1 4.935e -4 1 1799.401 2 554.836 1 17 4 max 0 1 0 1 .792 1 8.533e -4 1 NC 1 682.783 1 18 min 0 2 -.053 2 .792 1 8.533e -4 1 2966.84 2 682.783 1 19 5 max 0 1 0 1 .742 1 1.213e -3 1 NC 1 NC 1 20 min 0 2 -.006 2 .742 1 1.213e -3 1 NC 2 NC 1 21 M3 1 max 0 1 0 1 .742 1 1.213e -3 1 NC 1 NC 1 22 min 0 2 -.006 2 .742 1 1.213e -3 1 NC 2 NC 1 RISA -3D Version 5.0d [C: \... \... \... \Engineering'." • \Crossbar.r3d] Page 2 Company Designer Job Number Phillip Van Heyningen May 4 2011 12:04 PM Checked By: Envelope Member Section Deflections (Continued) 23 M1 2 max 0 1 0 1 .626 1 9,098e -4 1 NC 1 1275.841 1 24 H2 -1 2 min 0 2 -.003 .2 .626 1 910986 -4 1 NC 2 1275 841 1 25 ,85 3 max 0 1 0 1 .452 1 6.065e -4 1 NC 1 1084.85 1 26 30.36 1... min 0 2 -:009 .2 .452 1 6.065e -4 1 NC 2 1084:85 1 27 .30:36 4 max 0 1 0 1 .237 1 3.033e -4 1 NC 1 1699.594 1 28 17.733 27.6 niin 0 2 -.009 2 .237 1 8.033e -4 1 NC 2 1699.594 1 29 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1 30 min 0 1 0 1 0 1 0 1 NC 1 NC 1 31 M4 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 32 min 0 1 0 1 .0 1 0 1 NC 1 NC 1 33 2 max 0 1 .017 2 .088 1 -2.437e-3 1 9383.395 2 2709.988 1 34 min -:002 2 0_ 1: :088 __ _ 1 - 2.437e -3 1 NC 1 2709 ..988 1 35 3 max 0 1 .027 2 .136 1 -4.874e-3 1 5864.622 2 2058.371 1 36 min -.003 .2 0. 1 ..4.86. 1 - 4.874e -3 1 ._.NC 1 2058.371 1 37 4 max 0 1 .023 2 .137 1- 7.311e -3 1 6702.425 2 3292.751 1 38 min -;005 2 0. 11 ;137 1 -7.3116 -3 1 NC 1 3292451 1 39 5 max 0 1 0 1 .12 1 -9.748e-3 1 NC 1 NC 1 40 .niih -.007 2 0 2 .12 1 =9.7486 -3 1 NC 2 NC 1 41 M5 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1 42 min 0 1 _0 1 0 1 0 1 NC 1 NC ._ 1 43 2 max 0 1 0 1 .29 1 9.42e -4 1 NC 1 1498.68 1 44 min -:001 2 -.012 2 :29 1 _ 9.42e -4 1 NC. 2 1498tfi8 1 45 3 max 0 1 0 1 .521 1 1.884e -3 1 NC 1 1038.401 1 46 min -.003 2 419 2 :521 1 1:8846-3 1 8113334 2 1038401. 1 47 4 m ax 0 1 0 1 .669 1 2.826e -3 1 NC 1 1386.491 1 48 _ _ miri -.00.4 2 -.017 _2, .�__ .669. _._1._ 2:8266 =3 1 9272.839 2 1386491 1 49 5 max 0 1 0 2 .742 1 3.768e -3 1 NC 2 NC 1 150- min -.006 2 0 1 .742 1 3.768e -3 1 NC 1 NC 1 I 1 II N. 1 Shape _ rlacinn I l..a 1 •aA AV 4 7 �IAfaa Cle.•nnl Envelope ASD Steel Code Checks 1 ytla4121 1 .YY UII''J L„ =' I .1 fin U v 1.v 1 . It, 1 M1 HSS6X6X4 ,256 1 2 ,106 0 v 2 27.289 27.6 30.36 30.36 1.. ,85 .6 H2 -1 2 :M2 HSSSX6X4 •658 11:667 2 :076 11.667 y 2 .21:3,_ 27:6 27.6 27.6 1••. ,85 :85 H1 -2 3 M3 HSS6X6X4 .603 0 2 .073 0 v 2 24.258 27.6 30.36 30.36 1... .85 .85 H2 -1 ' 4 .M4 HSS5X5X5 .154 13 . 2 .1.05 13 z 1 17~73 -3 27.6 .30:36 30.36 1... ,85 :6 H1 -.1 5 M5 i1SS5X5X5 .193 7.719 2 .049 0 z 1 17.733 27.6 30.36 30.36 1....85 .6 H1 -2 RISA -3D Version 5.0d [C: \... \... \... \Engineering\ ; : 4= '.Crossbar.r3d] Page 3 Tenant Improvement 120 Andover Park E Tukwila, WA a Title : Lumber Liquidators Job # 18 Dsgnr: Phil Van Heyningen Date: 12:09PM, 4 MAY 11 Description : New or Expanded Sawcut Openings Scope : Rev. 580010 User..KW-0608898,Ver5.8.0,1- Nov -2008 Concrete Rectangular & Tee Beam Design (c }1983 -2006 ENERCALC Engineering Software lumber Ilquidators.ecw:CalculaUons Description Deep Beam Spandrel General Information -Spanr Depth Width 'RENA A t 't l j1 L AS(1 SAVA Code Ref: ACI 318 -02,1997 UBC, 2003 IBC, 2003 NFPA 50001 10.00 ft 100.000 In 5.500 In Beam Weight Added Internally Pc 3,000 psi Fy 60,000 psi Concrete Wt. 145.0 pcf Seismic Zone 4 End Fixity Pinned- Pinned Live Load acts with Short Term Reinforcing Reber @ Center of Beam... Rebar aQ Left End of Beam... Count Size 'd' from Top Count Size 'd' from Top #1 1 4 90.00in #1 1 4 42.00 in #2 1 4 74.00In #2 1 4 74.00 in #3 1 4 58.00in #3 1 4 58.00 in #4 1 4 42.00in #4 1 4 90.00 In Reber @ Right End of Beam... Count Size 'd' from Top #1 1 4 42.00 in #2 1 4 74.00 In #3 1 4 58.00 In #4 1 4 90.00 in Load Factoring Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within thls program is according to ACI 318-02 C.2 Uniform Loads #1 Dead Load 0.150 k [ Summary Live Load 0.250 k Span = 10.00ft, Width= 5.501n Depth = 100.00in Maximum Moment : Mu Allowable Moment : Mn *phi Maximum Shear : Vu Allowable Shear : Vn *phi Shear Stirrups... Sunup Area (off Section 0.200 1n2 Region 0.000 1.667 Max. Spacing Not Req'd Not Req'd Max Vu 7.052 7.052 17.63 k -ft 231.38 k -ft 7.05 k Max Reaction © Left 4.77 k 29.70 k Short Term k Start End 0.000 ft 10.000 ft ATSb It 1' X' L41 �+t� Beam Design OK Maximum Deflection -0.0001 in 3.333 Not Req'd 7.052 Max Reaction © Right 4.77 k 5.000 Not Req'd 7.052 6.667 Not Req'd 7.052 8.333 Not Req'd 7.052 10.000 ft Not Req'd in 7.052 k Bending & Shear Force Summary Bending... © Center ® Left End ® Right End Shear... ® Left End © Right End Mn *Phi 231.38 k -ft 231.38 k -ft 231.38 k -ft Vn *Phi 29.70 k 29.70 k Mu, Eq. C -1 17.63 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. C -1 7.05 k 7.05 k Mu, Eq. C -2 16.69 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. 6.68 k 6.68 k Mu, Eq. C -3 7.92 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. C -: 3.17 k 3.17 k Deflection Deflections... DL + [Bm Wt] DL + LL + [Bm Wt] DL + LL + ST + [Bm Wt] Reactions... DL + [Bm Wt]] DL + LL + [Bm Wt] DL + LL + ST + [Bm Wt] . Upward 0.0000 in at 0.0000 In at 0.0000 in at [a Left 3.519 k 4.769 k 4.769 k 0.0000 ft 0.0000 ft 0.0000 ft Ca Rioht 3.519 k 4.769 k 4.769 k • Downward . - 0.0001 in at 5.0000ft - 0.0001 in at 5.0000ft - 0.0001 in at 5.0000ft Tenant Improvement 120 Andover Park E Tukwila, WA Title : Lumber Liquidators Job # 18PV Dsgnr: Phil Van Heyningen Date: 12:09PM, 4 MAY 11 Description : New or Expanded Sawcut Openings Scope : Rev. 580010 User. KW- 0606898, Ver5.8.0, 1 -Nov -2008 Concrete Rectangular & Tee Beam Design (e)1983 -2006 ENERCALC Engineering Software lumber Ilquidators.ecw:CalculaUons Description Deep Beam Spandrel Section Analysis Evaluate Moment Capacity... X : Neutral Axls a = beta' Xneutral Compression In Concrete Sum [Steel comp. forces] Tension In Reinforcing Find Max As for Ductile Failure... X- Balanced Xmax = Xbal • 0.75 a-max = beta • Xbal Compression in Concrete Sum [Steel Comp Forces] Total Compressive Force AS Max = Tot Force / Fy Actual Tension As Center 4.025 in 3.421 in 47.983 k 0.000 k - 48.000 k 53.265 in 39.949 in 45.276 in 476.242 k 0.000 k 476.242 k 7.937 in2 0.800 OK Left End 4.025 In 3.421 in 47.983 k 0.000 k - 48.000 k 53.265 in 39.949 in 45.276 in 476.242 k 0.000 k 476.242 k 7.937 in2 0.000 OK Riaht End 4.025 In 3.421 In 47.983 k 0.000 k - 48.000 k 53.2653 in 39.949 in 45.276 In 476.242 k 0.000 k 476.242 k 7.937 in2 0.000 OK Additional Deflection Calcs Neutral Axis 12.075 In Ma. 313.80 k -ft !gross 458,333.33 in4 Ms:Max DL. + LL 11.92 k -ft 'cracked 27,214.63 in4 R1 = (Ms:DL+LL)IMcr 26.319 Elastic Modulus 3,122.0 ksl Ms:Max DL+LL +ST 11.92 k -ft Fr = 7.5 • f cA.5 410.792 psi R2 = (Ms:DL+LL+ST)IMcr 26.319 Z:Cracking 52.113 k/in I:eff... Ms(DL +LL) 458333.333 1n4 I:eff... Ms(DL +LL+ST) 458333.333 in4 Eff. Flange Width 5.50 in ACI Factors (per ACI 318-02, applied Internally to entered Toads) ACI C-1 & C -2 DL 1.400 ACI C -2 Group Factor 0.750 Add9 1.4" Factor for Seismic 1.400 ACI C-1 & C-2 LL 1.700 ACI C -3 Dead Load Factor 0.900 Add 1 "0.9" Factor for Seismic 0.900 ACI C -1 & C-2 ST 1.700 ACI C -3 Short Term Factor 1.300 ....seismic = ST • : 1.100 11 Tenant Improvement 120 Andover Park E Tukwila, WA Title: Lumber Liquidators Job # 18PV1 1 Dsgnr: Phil Van Heyningen Date: 12:09PM, 4 MAY 11 Description: New or Expanded Sawcut Openings Scope : Rev: 580010 User. KW-0606898, Ver 5.8.0, 1-Nov-2006 Concrete Rectangular & Tee Beam Design (c)1983-2008 ENERCALC Engineering Software lumber liquidators:sew:Calculations Description Deep Beam Spandrel Sketch & Diagram Rmao * 4.7695 *Wax • 7.0526 iau addmt.17MIt41 Mmt*(1.0W1M 1 0 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 .10.007. 1.00 2.00 3.00 4.00 5.00 8.00 7.00 6.00 9.00 ;10.00 6 64 I I 1 I . Cif ' 41 0.40111 2,021 4.65 - AteiNongroilLagliber Shear Load (0) 10 10.00(6:00-1:00 205 r.5.65 15.02 11T.-53 Location Along Member (ft) 081116,00-6:60 17.00--6.60 800 j10.00 .34 Beam Sketch 1 Be Moment (k-6) Location Along Member (0) Stresses for ACI C-1 Combination (.00 2.00 00 4.00-1L-00-1011- r.00 6:60 cm 10.00 33 • - I 1 1 ._ . 126 •I 7. 4.89 •1 4.61 I s __.,.. car LoiAirS Location Along Member m n _ . .92 2.6-0 -US .,...,....i 307,1,"- ... 106.0U&00 ,._ . , lri4443:4UILII/tFOT ;IL*, --. '. 4. [.■ITir • '74ra. '9211E„ CPS-7 liffl, r ,c7- . ...,...4„, L....= ,,.e.F.....q- 0 11 7=1.M.Plagt FLU fr ;At'iTr.Nr-P r A _ 1.2iFIELIO: Li . r:,-.-.!:;1tgri ;: ii7...147fiF -,:,..Tilirg .ir-.-4iA4-tiL.gi'l Moment (k41) Location Nang Member (ft) Stresses for ACI C-3 Combination -too too 7oo-600 - Moment (00) Location Non g Memb ((t) Stresses for ACI C-2 Combination n T:66-EINT-5222-4:01-‘.011-6221-135-1050--1230 40.00 , 42764-1-- 3.79 She rine .(16. 92 U12 0.00 111111111.7rm,131=(1111732222. ISEIDM trift:brOg411:60Iioco • 4101 gaiElliMIER /11111.,:_tFAIEM-13303L11810104Thoridat.791. 6110! EV:111VMM rEMili 14 1 • r, I • III 0.00 WitM I ,R1,4 In 0n4 11 trAvint 1.931412.1 1.411 MOM • ry sr, ■ 4,A1 I .00 lijnitrf,145-.-mEn ,ti tItU 1111111U 1.19t Be 0.00%0 ENA4 1.0.00 ;0.00 0.00 4.60 0.00 • .0 fe.op 1pp, Local y Deflection (In) Location Along Member (It) Stresses for Service Dead + Live Loads 00 00 4.00 00 NM IF MO) 400 I IS5c.1al .00 I -",mkgiumg8 •"". Local y Deltection (In) Location Along Member (It) Stresses for Dead+Live+Short Term Loads Mechanical Anchors 124 W_. TITEN HD° Heavy Duty Screw Anchor for Concrete and Masonry Tension Loads In Normal- Weight Concrete SIMPSON 11 Site In. (mm) Drill Embed, Cr 1188,i Olt Depth Edge Ole. in Dist In, (min) (mm) (9.5) 23 (70) 3 (76) 314 (95) T0)1,1 .Load ACM 6 (152) 4,297 (19.1) 7,087 (31.5) 1,075 (4.8) 1,770 (7.9) I psi oncrete.' able tilt mire Ibis ( ....- Ih's (k) 1,315 6,204 (5.8) (27.6) 2,115 9,820 (9.4) (43.7) 1■400 6 580; 1,434 (6.4) 1,550 (6.9) 2,455 10.9) (15.9) (102) 1;46 �.,� tea, ✓ 4% 5 (105) (127) 534 (146) 2,570 4)24 11.4) 10 (254) 8,742 (38.9) 12,953 (57.6) (2.7) 1,764 (7.8) 2,185 (9.7) 3,240 (14.4) 3,955 (17.6) 6,580 (29.3) 12,286 (54.7) 18,680 (83.1) 1 °170 (5.2) 1.,405 t(63) 1,645 (7.3) 1,604 3,070 (7.1) (13.7) 4,670 20.8) 6,5891, (2.9.5) 4;055 17,4431 18,685 -, (883.1) 8) See Notes Below Shear Loads In Normal- Weight Concrete "See page 10 for an explanation of the load table icons Size In (mm) grill ON Dia In Embetl Depth In . .111. mm) Critical Edge Diot in. (mm) Critical SQacJ g 01at In • (mm) Shear Load Vc 2000 ps � (16 8 ,a) Concrete_ 'lick 3000.061 (20.7 NIPa),Concrete : 'c 4000 0 i (27,6 4 c1 e "jiffjma d' MAO Std Wei. . lbs. (kN) AIIotaabte lbs. (IkN) AlloWabfe lbs. (kN) Ultimate Ibt. (kN) S(> DeO' Tbe (kN) . !I ) able :n (kN) % (9.5) 34 214 (70) 4% (114) 6 (152) 6,353 (28.3) 1,585 (7.1) 1,665 (7.4) 1,740 (7.7) 314 (95) 6,377 (28.4 1,006 (4.5) 1,595 (7.1) 1,670 (7.4) 1,740 (7.7) iA (12.7) 234 (7Q) 6 (152) 8 (203) 6,435 (a8,4 . 1,605 (7.1) 2,050 .(Q,1) 9,987 (44.4) - 2,495 0., 8) 346 (92) 324 X41 5 1485 0-7) 2,330 (104) 2,795 (12.4) 13,021' (57.9) 597 (2=7) ,255 (14,5) 51 146) 11,319' (503) 1,245 (5.5) 2,830 (12.6) 3,045 3,155 (14.5) 8/e (15.9) 244 (70) ✓ 71/2 (191) V 10 (254) 7,745 (34.5 1,940 8.6 (9.9) 9,987 (44.4) 2,495 (11.1) spa (105) 8,706 (38.7) 1,830 (8.1) 2,175 (9.7) - -- (15.2) 18,607 (82.8) 1,650 (7.3) 4,650 (20.7) 514 (146) 12,498 (55.6) 2,227 (9.9) 3,125 (13.9) 3,890 (17.3) 4,650 (20.7) (19.1) g 4 23/4 (70) 9 (229) 12 (305) 7,832 (34 8) 1,960 (8.7) 2,415 (10,7) 11,460 (51.0) 2,865 (1. Z.7) 4% (117) 11,222 ' (49.9) . 2,900 (12.9) 2,805 (12,5) 4,490 (20.0) 24,680 (109.8) 2,368 (10.5) 4,170 (27.4) 514 (146) 19,793 ` (88.0) 3,547 (15.8), 4,950 (22.0) 5,560 (24.7) 24,680 (109.8) 795 (3.5) 6,170 (27,4) 1. The alloy able loads listed are based on a sa ety factor of 4.0. 2. Allowable Toads may be increased 331% fo short -term loading ✓ due to wind or seismic forces where permitted by code. 3. Refer to allowable load- adjustment factors for spacing and edge distance on pages 128 -129. 4. The minimum concrete thickness is 1' times the embedment depth. 5. Tension and Shear loads for the Titen HD anchor may be combined using the el iptical Interaction equation (n =5,6). Allowable load may be interpolated for concrete compressive strengths between 2000 psi and 4000 psi. City of TOM' 6300 Sou't'hcerlter B SuLte 100 Tukwila, WA 98188 206433 -0179 DEVELOPER'S PROJECT WARRANTY REQUEST FORM Name of Development: 1P. Sr Address:j2,0 A' ,Release should be sent to: Name: ?,Nt Address: 3 `t CltylStaterZip Phone Number: �- Date: Penmiit No: d - i]escr011ora of items to be completed (reference plans/documents where items are described): S c u T 1° 2_,'f A'` .ell te01 ` (V 4 P A = fv e 2r6 iev c ,AI As the owner or kuthorized agent of the owner, I hereby submit cash or cash equivalent in the amount of S�p ci • 00 (150% of vallue to complete work above) and attach support documentation for value of work. J will have this work curried 'out and call for a final inspection by this date: I •. - r -; z 4 , or risk having the City use these funds to carry out the work witfn their own contractor or in-house manpower, If I fail to cry out the work, t hereby authorize the City to go onto the property and carry out completion of the above deficiencies. I further agree to complete all work listed above prior to requesting ins* - ion and release of these funds. Signed- Witte: isle( ..� -tii* my serf_ - N' E Nhl0s10:01O,R.IZOD ra ElACCE Ea, ::: - I Signed: _ (LL4 Department Head: ] . c� sated tis rate: 0 � i/ S1( Amount: $ , i4:0 - 0 .po this Cast /Check fl Cash Assignment 0 Bored #_ ,.,pi City Receipt No: Received by: _ _ label r13' giviiptetetttil pty,61.09:0 , ={ .. ...:s d �8a.•��• - : i a�,t :: :.. , _, x _ ._.. ; • Al l work Identified in Seaton 1 of this form has now been completed and returned to department which authorized, warranty- I hereby request inspection and release of my cashi'cash uivalint bond. Developer's Representative:c: Date: Toth ©:kornp9ie'bedtlby:Ckstaff • I have reviewed the above work and found it acceptable and therefore e etariza R E CT 10 N the release of the above cash /cash equhratenVbond. Date: Authorized By: LTR# Inspector: '.'SecioF 4- .to'be'ComplleIed by CiityStaflf • Amount Released: $ © Checc - Check No. Date Released: {P:Fcrri:aneve25pe s I r*jedW'arranty Re L s. Form) Cash Equivalent- Letter attached Released by: • ECEWVE Bond - AN rf b Ii PERMITC LATER ll- 130 Contractors or Tradespeople P0er 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 REID CONSOLIDATED SERVICES INC UBI No. 602241818 Phone 2069412300 Status Active Address Po Box 70602 License No. REIDCSI981RL Suite /Apt. License Type Construction Contractor City Seattle Effective Date 12/13/2002 State WA Expiration Date 8/18/2012 Zip 981270602 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date REID, BRENT President 12/13/2002 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 4 Lexon Ins Co 9808045 08/06/2011 Until Cancelled $12,000.0006/22 /2011 3 COLONIAL AM CAS & SURETY OF MARYLAND LPM4076231 08/06/2008 Until Cancelled 08/06/2011 $12,000.0008/15 /2008 2 CBIC SF3344 03/23/2005 Until Cancelled 02/21/2007 $12,000.00 04/04/2005 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 4 WESTERN HERITAGE INS CO SCP0716915 08/06/2010 08/06/2011 $1,000,000.00 08/05/2010 3 WESTERN HERITAGE INS CO SCP0716915 08/06/2008 08/06/2010 $1,000,000.00 08/04/2008 2 CBIC INSSF3344 12/10/2004 12/10/2006 $1,000,000.00 10/18/2005 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 06/28/2011 22002 64th Ave. W. Suite 2C Mountlake Terrace, WA 98043 www.connelldesign.com Phone: 425 670 6706 Fax: 425 774 8219 • June 16, 2011 CON E LL ),a:Ir Ilc VerIU'l al; `•I: L'(�U'B DESIGN City of Tukwila Public Works Department Division 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 Subj: Public Works Department Review Comments Issued by: David McPherson, Development Engineer Permit Number D11 -130 Response to Review Comments dated June 1, 2011: 1. In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross - connection control program to protect the public water system from contamination via cross - connection. The City has determined that the Lumber Liquidators building has deficiencies on domestic and fire backflow devices; requiring the following upgrades: a) Domestic Water Service A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the permanent water meter. Installation at another location requires approval by the Director of Public Works. The RPPA shall be installed in a Hot Box /Hot Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public Works recommends, but does not require, a power supply for the freeze protection enclosure. Please specify RPPA size, manufacturer, and model number on plans and submit a cut sheet for the proposed device. Show location of the new RPPS on a plan site: b) Landscape Irrigation No irrigation for this site. c) Fire Prevention Fire line serving the existing building has a single check valve backflow assembly. The single check valve shall be replaced with a Detector Check RECEIVED JUN 17 2011 PERMITCENTER CORRECTION LTR# Q • 6300 Southcenter Blvd, Suite 100 Permit Number D11=130 Response to Public Works Dept Review Comments June 16, 2011 Page 2 of 2 Double Valve Assembly (DCDVA) per City of Tukwila Standard Detail WS 15 (2 of 2). (See enclosed.) Fire Department Connection (FDC) shall have a 5" Locking Storz Cap; manufactured by Knox. Applicant shall contact Tukwila Fire Department at (206) 575 -4404 to obtain order forms, as they ,must be ordered through the Fire Department office. (If applicable.) Response to all three Items: The building owner has committed to the installation of a reduced pressure backflow assembly and Detector Check Double Valve Assembly (DCDVA) per City of Tukwila's requirements. Attached is the building owner's project warranty and bond deposit receipt for these items. This concludes response to comments. Sincerely, CONNE , DESIGN GROUP, Inc, Cind ang Vice President, Planning and Design RECEIVED JUN 17 2011 PERMIT CENTER 22002 64th Ave. W. Suite 2C Mountlake Terrace, WA 98043 www.connelldesign.com Phone: 425 670 6706 Fax: 425 774 8219 • CORN E LL cn'1' .fitvicr, me hi1e:1t,1? DESIGN June 16, 2011 City of Tukwila Building Division 6300 Southcenter Blvd, Suite 100 Tukwila; WA 98188 Subj: Building Division Review Memo Issued by: Dave Larson Permit Number D11 -130 Response to Correction Notice dated May 13, 2011: 1. Two exits are required from the warehouse because the space exceeds the maximum common path of travel. A means of egress aisle is required through the space that includes emergency lighting that meets the intensity requirements of section 1006.4 IBC. The emergency lighted aisle will need to extend through the retail space. Also, the exterior landing at each exit will need an emergency light fixture: Response: Please see revised exiting plan on sheet T1.1 showing the means of egress path through the warehouse and the emergency lighting along that path. A new exterior emergency exit light has also been added above the landing at the back door. Emergency lighting is also shown on the reflected ceiling plan on sheet A3,0, A note for the emergency light has also been added in the legend that requires the fixtures and light levels to comply with IBC 1006.4. Z The insulation envelope will need to comply current Washington State NREC if heating or cooling load is added to rooms or spaces of this project. Response: Insulation has been added to the showroom area; see partition plan and legend on sheet A2,0. Wall details #2 and #3 have also been revised to show insulation on sheet A3.0, RECEIVED JUN 17 2011 PERMIT CENTEF 6300 Southcenter Blvd, Suite 100 Permit Number D11-130 Befponse to Correction Notice June 16, 2011 Page 2 of 2 3. Please confirm accessibility from barrier free parking stall Or stalls to and through this space. Barrier free parking stalls should be shown On site plan: Response: Existing handicap stalls and an access aisle have been called out on the site plan on sheet T1.0. This concludes response to comments: Sincerely, CONN - - DESIGN GROUP, Inc: Cindy Ka Vice President, Planning & Design RECEIVEr JUN 17 2011 PERMIT CENTEF • city of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Evelyn Marin Connell Design 22002 64 Ave W, Ste 2C Mountlake Terrace, WA 98043 RE: Correction Letter #1 Development Permit Application Number D11 -130 Lumber Liquidators —120 Andover Pk E Dear Ms. Marini, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Public Works Departments. At this time Fire and Planning Departments have no comments. Building Department: Dave Larson at 206 - 433 -3678 if you have questions regarding the attached corrections. Public Works Department: David McPherson at 206 431 -2448 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Jenn fer Marshall Permt Technician e File o. D11 -130 W:\Permit Center \Correction Letters \2011\D11 -130 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: May 13, 2011 Project Name: Lumber Liquidators Permit #: D11 -130 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Two exits are required from the warehouse because the space exceeds the maximum common path of travel. A means of egress aisle is required through the space that includes emergency lighting that meets the intensity requirements of section 1006.4 IBC. The emergency lighted aisle will need to extend through the retail space. Also, the exterior landing at each exit will need an emergency light fixture. 2. The insulation envelop will need to comply with current Washington State NREC if heating or cooling load is added to rooms or spaces of this project. 3. Please confirm accessibility from barrier free parking stall or stalls to and through this space. Barrier free parking stalls should be shown on site plan. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. I • PUBLIC WORKS DEPARTMENT REVIEW COMMENTS DATE: June 1, 2011 PROJECT: Lumber Liquidators 120 Andover Park East PERMIT NO: D11 -130 PLAN REVIEWER: Contact David McPherson, Development Engineer (206) 431 -2448, if you have any questions regarding the following comments. David .McPherson(7a,TukwilaWA.gov 1) In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross - connection control program to protect the public water system from contamination via cross - connection. The City has determined that the Lumber Liquidators building has deficiencies on domestic and fire backflow devices; requiring the following upgrades. a) Domestic Water Service A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the permanent water meter. Installation at another location requires approval by the Director of Public Works. The RPPA shall be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public Works recommends, but does not require, a power supply for the freeze protection enclosure. Please specify RPPA size, manufacturer, and model number on plans and submit a cut sheet for the proposed device. Show location of the new RPPA on a plan sheet. b) Landscape Irrigation No irrigation for this site. c) Fire Prevention Fire line serving the existing building has an a single check valve backflow assembly. The single check valve shall be replaced with a Detector Check Double Valve Assembly (DCDVA) per City of Tukwila Standard Detail WS 15 (2 of 2). (See enclosed.) Fire Department Connection (FDC) shall have a 5" Locking Storz Cap, manufactured by Knox. Applicant shall contact Tukwila Fire Department at (206) 575 -4404 to obtain order forms, as they must be ordered through the Fire Department office. (If applicable.) If you opt to bond for the installations, you must provide the following to the Permit Center (1) an original installation estimate (2) a bond for 150% of the installation cost (3) a letter stating your intent to install the device by a certain date. This must be done before the Permit Center issues the permit for your Tenant Improvement. The Director of Public Works will withhold issuance of this Tenant Improvement permit until the Permit Center receives plans for items 1 (a) and 1 (c) for Public Works approval; or a bond for 150% of the design and installation cost of subject devices, together with a letter stating the installation by a certain date. I have enclosed Public Works Development Bulletin C5 (design and installation requirements for cross connection control) and Bulletin A2 (permit fee estimate sheet). • David McPherson - Fwd: Re: Lumber Liquidators @ 120 APE D11 -130 Page 1 of 1 From: Joanna Spencer To: David McPherson Date: 05/11/2011 4:48 PM Subject: Fwd: Re: Lumber Liquidators @ 120 APE D11 -130 FYI, Joanna »> Bryan Still 05/11/2011 1:22 PM »> Hi Joanna, Need RPPA on domestic. Need DCDA on fire, currently a single check. No irrigation. Thanks Bryan »> Joanna Spencer 05/10/2011 2:28 PM »> Hi Todd, Are they current on their backflows ? Thanks, Joanna Cw•t. � S� ° � V f e- 5e4- s k �� 5� -CN A,,, W► -L„ S —i (• 44 6 i-b 5 ti Dwvo.n i (1)Gv e%%oils e Mow RE-MIA llY+/4,./uFAc ;it,i,J6 file: / /C:\ Documents %20and %20Settings \David.TUKWILA \Local %20Settings \Temp\XP... 05/11/2011 P 1 CUP1 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -130 DATE: 07 -12 -11 PROJECT NAME: LUMBER LIQUIDATORS SITE ADDRESS: 120 ANDOVER PK E Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision, # 1 After Permit Issued DEPARTMENTS: • 1� 41 ul din slon Public Works ❑ Fire Prevention Structural Planning Division ❑ Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07-14-11 Complete Incomplete ❑ Comments: Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved [j Approved with Conditions DUE DATE: 08 -11 -11 Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -130 DATE: 06 -17 -11 PROJECT NAME: LUMBER LIQUIDATORS SITE ADDRESS: 120 ANDOVER PK E Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Bui ' ing Divis Public Works Fire Prevention Structural Planning Division Permit Coordinator n 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 06 -21 -11 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route 71 Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07 -19-11 Approved ❑ Approved with Conditions ikr Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 OPERMITCOORDCOPY0 PLAN REVIEW /ROUTING SLIP V V6—(1 UlD'� �I ACTIVITY NUMBER: D11 -130 DATE: 05/06/11 PROJECT NAME: LUMBER LIQUIDATORS SITE ADDRESS: 120 ANDOVER PK E X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPA'TMEN, S: i ding Ic Works 41/1/D rere n Structural v 4i Planning Division Permit Coordinator Sit I 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete XI Comments: Incomplete DUE DATE: 05/10/11 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/07/11 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: aiI$ 7lu Bidg' Fire ❑ Ping ❑ PWD4 Staff Initials: Documents/routing slip.doc 2 -28 -02 PROJECT NAME: L� vv ►�Qr �Lb , ; �c, -i p r j PERMIT NO: S 11 (3Q SITE ADDRESS: 1)a 4 k ORIGINAL ISSUE DATE: (g - (1 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS STAFF INIALS ISSUED DATE STAFF INITIALS 1 7-1 —c( Summary of Revision: ����� ' 1 Received by: Summary of Revision: 4,,,4,,,,,1 Cs ( d., 4 It 0d.L„ c (c k � \ p brad Received by: maIAtj 49 9Jr&kik ki d REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City • Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ��•Z 26 I ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # �-- Revision # ( after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: L v m lPr I 'q,v dc,4z, rj' Project Address: 120 4.cbve-- P0.r,E E Contact Person: (Ze ir) Plan Check/Permit Number: .D 1 / [ ? Phone Number: 206"-- ?c// Summary of Revision: FY ii. q cLo ye - deF(ec -/r 44 CaAiH e " 1 1 iev OT pn:1/4. RECEIVED CITY OFrurm A I JUL 12 2011 17 r!F•rrL. Sheet Number(s): 4 ', 0 "Cloud" or highlight all areas of revision including date of revisio� Received at the City of Tukwila Permit Center by: Entered in Permits Plus on H:\ApplicationsWoms- Applications On Line \2010 Applications \7 -2010 - Revision Submittal.doc Created: 8-13 -2004 Revised: 7 -2010 • • 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: tg t((l,) 1 Plan Check/Permit Number: D 1 1-130 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Lumber Liquidators Project Address: �' / 120 Andover Pk E VV Contact Person: ali V i Phone Number: 4 )0 0 . (e70 fp Summary of Revision: 'P, rnek. I eiX /1/S 'b 1 A(I 'nnl AAtt vt Rvit9Ti ` 61k s Plot CITY OF TUKWO.A J JUN 17 2011 PERMIT CENTER Sheet Number(s): TI ,0 , J (• , A' -0 A .5. 0 "Cloud" or highlight all areas of revision including date of revision c Received at the City of Tukwila Permit Center by:�� H -7-' 1 V-- Entered in Permits Plus on \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: GENERAL NOTES I, ALL CONSTRUCTION SHALL COMPLY WITH THE CURRENT REGULATORY CODES FOR THE STATE OF WASHINGTON AND THE LOCAL JURISDICTIONS. SEE PROJECT DATA SECTION FOR CURRENT APPLICABLE CODES. 2. CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, DETAILS, ETC., AND NOTIFY THE DESIGNER OF ANY AND ALL DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. 3. CONTRACTOR SHALL VERIFY ALL "BUILDING STANDARDS" WITH BUILDING LANDLORD PRIOR TO BEGINNING ANY WORK. HOWEVER, THERE SHALL BE NO DEVIATIONS WHATSOEVER FROM THE CONTRACT DOCUMENTS WITHOUT THE DESIGNER'S WRITTEN APPROVAL. THEREOF. THE CONTRACTOR AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGNER HARMLESS FROM ANY CLAIMS ARISING AS A RESULT OF UNAPPROVED CHANGES. 4. ALL DEBRIS SHALL BE REMOVED FROM THE - PREMISES AND ALL AREAS SHALL BE LEFT IN A GLEAN (BROOM) CONDITION AT ALL. TIMES. 5. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY ANY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION AS WELL AS ALL. REVISIONS, ADDENDA AND CHANGE ORDERS. THE CONTRACTOR SHALL ALSO MAINTAIN IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES WHICH ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT. 6. ALL OPERATIONS CONDUCTED ON THE PREMISES SHALL NOT BE OBJECTIONABLE BEYOND THE PROPERTY BOUNDARY LINES BY REASON OF NOISE, STEAM, ODOR, FUMES, GASES, SMOKE, VIBRATION, HAZARD OF OTHER CAUSES. IN ADDITION, THE CONTRACTOR SHALL MINIMIZE DISRUPTIONS OF ADJACENT TENANTS DUE TO NOISE, ODOR, CORRIDOR FUMES OR VIBRATION. ALL COMMON LOBBY AND CORRIDOR SPACE SHALL BE KEPT CLEAR OF DUST, DEBRIS AND CONSTRUCTION MATERIALS AT ALL TIMES. 1. ALL WORK SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S LATEST RECOMMENDATIONS OR WRITTEN DIRECTIONS. S. ALL DIMENSIONS ARE TO FACE OF GYPSUM WALL BOARD UNLESS OTHERWISE NOTED. a, WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK IN THE SAME BUILDING. 10. WHERE DEVICES OR ITEMS OR PARTS THEREOF ARE REFERRED TO IN SINGULAR, IT 15 INTENDED THAT SUCH SHALL APPLY TO AS MANY SUCH DEVICES, ITEMS OR PARTS AS ARE REQUIRED TO PROPERLY COMPLETE THE WORK. II, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF H15 WORK. 12. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL UTILITY COMPANIES UNLESS OTHERWISE NOTED IN THE PLANS AND SPECIFICATIONS. 15. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL. TIMES. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE BUILDING AND SITE WHILE JOB 15 IN PROGRESS AND UNTIL THE JOB 15 COMPLETED. 15. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE (I) YEAR AFTER COMPLETION, UNLESS OTHERWISE SPECIFIED AND SHALL BE 50 STATED IN CONTRACTOR'S WRITTEN PROPOSAL AND AGREEMENT. ALL REPAIRS, CORRECTIONS AND DISCREPANCIES ETC., MUST BE MADE WITHOUT ANY ADDITIONAL COST TO THE OWNER, AND WITHIN FIVE (5) DAYS AFTER NOTICE 15 GIVEN, 16. LATHING, PLASTER AND GYPSUM WALL BOARD SYSTEMS SHALL CONFORM TO THE CHAPTER 25 OF THE 200a I.B.G. 11. ALL EXPOSED GYPSUM BOARD TO HAVE METAL EDGES AT ALL CORNERS AND WALL INTERSECTIONS. Is. ALL GLASS AND GLAZING SHALL COMPLY WITH THE 2OOci I.B.G,. AND THE U.5. PRODUCT SAFETY COMMISSIONS: SAFETY STANDARD FOR ARCHITECTURAL GLAZING MATERIALS. IQ. ALL REQUIRED FIRE DOORS SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY SHOWING THE SPECIFIC RATING. 20. EXIT SIGNS AND ILLUMINATION SHALL CONFORM TO THE 2001 I.B.G. CHAPTER 10 AND LOCAL FIRE MARSHAL REQUIREMENTS. 21. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 22. FIRE EXTINGUISHERS: VERIFY REQUIREMENTS AND LOCATIONS WITH THE FIRE MARSHAL. CONTRACTOR TO SUPPLY FIRE EXTINGUISHERS AND CABINETS AS REQUIRED. PROVIDE MINIMALLY ONE 2AIOBC FIRE EXTINGUISHER NEAR FRONT DOOR. VERIFY ADDITIONAL REQ. WITH LOCAL JURISDICTION. 25. ELECTRICAL ROUGH -IN AND REFLECTED CEILING PLAN ARE FOR THE GENERAL INFORMATION OF THE CONTRACTOR. EXACT LOCATIONS SHOULD BE VERIFIED. 24. FLAMMABLE LIQUIDS SHALL NOT BE PLACED, STORED OR DISPENSED IN THIS OCCUPANCY EXCEPT AS PROVIDED IN N.F.P.A. STANDARD 30 AND THE CURRENT UNIFORM FIRE CODE. PERMIT MAY BE REQUIRED. 25. ALL DRAPES, HANGINGS, CURTAINS, DROPS AND ALL OTHER DECORATIVE MATERIAL, INCLUDING CHRISTMAS TREES THAT WOULD TEND TO INCREASE THE FIRE AND PANIC HAZARD SHALL BE MADE FROM NONFLAMMABLE MATERIAL, OR SHALL BE TREATED AND MAINTAINED IN A FIRE RETARDANT SOLUTION OR PROCESS APPROVED BY THE COUNTY FIRE MARSHAL. PROVIDE A CERTIFICATION TO THIS EFFECT, A. EXIT DOORS, EXIT LIGHTS AND FIRE EXTINGUISHER LOCATIONS SHALL NOT BE B. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISHES SHALL BE PER CONGEALED OR OBSTRUCTED BY ANY DECORATIVE MATERIAL. THE 2OOcf I.B.G. 26. ALL LAY -IN ACOUSTICAL CEILING GRIDS SHALL BE INSTALLED AND SECURED PER THE 200a I.B.G. STANDARDS FOR EARTHQUAKE ZONE D, ASME 0655, C. 21. PROVIDE OR MODIFY AS NEEDED SPRINKLER, ALARM AND SMOKE DETECTION SYSTEM PER APPLICABLE CODES, INCLUDING IF NECESSARY FIRE HORNS, STROBE LIGHTS, CONTROL PANEL CONNECTIONS, SMOKE DETECTORS, AUDIO VISUAL ALARMS. SUBMIT SHOP DRAWINGS TO THE FIRE MARSHAL FOR APPROVAL. 2S. TENANT TO PROVIDE AND INSTALL THE TELEPHONE AND DATA COMMUNICATION CABLING. CONTRACTOR TO COORDINATE SCHEDULING' AND OTHER REQUIREMENTS WITH TENANT. 2a. MECHANICAL SYSTEM: CONTRACTOR SHALL VERIFY AND PROVIDE A COMPLETE HVAG SYSTEM WHICH CONFORMS TO THE OWNER'S HVAG SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ROOF PENETRATIONS AND PATCHING, ANY SCREENING OF ROOF - MOUNTED MECHANICAL UNIT REQUIRED BY GOVERNING JURISDICTION. 30. PROVIDE OR MODIFY AS NEEDED EMERGENCY LIGHTING. 31. ALL ITEMS MARKED *NI,.* ARE NOT PART OF THIS CONTRACT. 52. ABBREVIATIONS THROUGHOUT THE PLANS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED 15 NOT INTENDED TO BE COMPLETE OR REPRESENTATIVE OF CONDITIONS OR MATERIALS ACTUALLY USED ON THE PROJECT. THE DESIGNER WILL DEFINE THE INTENT OF ANY IN QUESTION. 33. DO NOT SCALE DRAWINGS. IF A DI MENSION'DISGREPENGY 15 NOTED, CONTACT DESIGNER. 34. IF BUILDING STANDARDS ARE INCONSISTENT FOR DOORS, RELITES, HARDWARE , DOOR AND RELITE FRAMES OR OTHER STANDARD DETAILS, THEN CONTRACTOR MUST VERIFY WITH DESIGNER AND OWNER PRIOR TO CONSTRUCTION. 55. ALL ACCESSIBILITY SIGNAGE SHALL COMPLY WITH REQUIREMENTS FOR 100/ANSI AII1J SECTION-705 - SIGNS FOR VISUAL CHARACTERS, TACTILE CHARACTERS, BRAILLE, PICTOGRAMS, AND SYMBOLS. THESE SHALL BE PROVIDED FOR ROOM IDENTIFICATIONS, WAY - FINDING AND EXITING. 36. ANY SITE IMPROVEMENT CONSTRUCTION SHOWN ON THE ARCHITECTURAL DRAWINGS 15 INTENDED AS INFORMATION TO BE ADDRESSED AND CLARIFIED BETWEEN THE GENERAL CONTRACTOR AND THE BUILDING LANDLORD AND /OR AFFECTED TENANT. UNLESS OTHERWISE DEVELOPED AND DETAILED SEPARATELY BY A REGISTERED ENGINEER, LANDSCAPE DESIGNER, OR OTHER RECOGNIZED SITE DEVELOPMENT PROFESSIONAL, THE ARCHITECT MAKES NO GUARANTEES AS TO THE ACCURACY OF (A) ANY SITE IMPROVEMENTS SHOWN ON ANY ARCHITECTURAL DRAWING INCLUDED HERE, OR (B) THE EXISTING SITE CONDITIONS IN THE IMPROVEMENT AREA. ABBREVIATIONS PROJECT DATA ACCOUS. ACT. ADJ. A.F.F. APPROX. ARCH. BLK. BD. BLDG,/BLD. B/5 C.A. B CLG ✓CLOG. CL OR C CLKG. COL. CONT. GONG. CONST. CONTR. CPT. G.W. D. DEPT. DET. DIAG. DIA. DIM. DBL. DWG, D.F. DIFF. D.N. E. EA. ELEV. ELEC. EMER. EXT. EQ. EQPT. EXIST. F.I.O F.A. F.E. F.E,G, FIN. FIXT. F.D. FLR. F.O, I .C. FT. GA. GALV, GL. G.W,B, GYP. H. HCP. HD.WD. HD. HM. HORZ. HT. HR. HVAG. H.W. .B.G. NW. NGL. NFO. NSUL. NTR. JAN. J.B. JT. ACOUSTIC /ACOUSTICAL ACOUSTICAL TILE ADJUST /ADJUSTABLE ABOVE FINISHED FLOOR APPROXIMATELY ARCHITECTURAL BLOCK /BLOCKING BOARD BUILDING BUILDING STANDARD CABINET CEILING CENTER LINE CAULK I NG COLUMN CONTINUOUS CONCRETE CONSTRUCTION CONTRACTOR CARPET GOLD WATER DEEP DEPARTMENT DETAIL DIAGONAL DIAMETER DIMENSION DOUBLE DRAWING DRINKING FOUNTAIN DIFUSSER DOWN EAST EACH ELEVATION (BLDG.)/ ELEVATOR ELECTRICAL EMERGENCY EXTERIOR EQUAL EQUIPMENT EXISTING FURNISHED $ INSTALLED BY OTHER FIRE ALARM FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FIXTURE FLOOR DRAIN FLOOR FURNISHED BY OTHER INSTALLED BY CONTRACTOR FOOT OR FEET GAUGE GALVANIZED GLASS /GLAZ I NG /GLAZED GYPSUM WALL BOARD GYPSUM HIGH HANDICAP HARD WOOD HEAVY DUTY HOLLOW METAL HORIZONTAL HEIGHT HOUR HEATING, VENTILATING AIR CONDITIONING HOT WATER NTERNATIONAL BUILDING CODE NGANDESCENT NCLUDE NFORMATION NSULATE (D)(lNG) NTERIOR JANITOR JUNCTION BOX JOINT LAM. LAV. L. LTG. LT. LG. /L. MAT. MAX. MFG. MECH. MED. MIN. MISC. MTD. MTL, MW. N. N.I.G. N.T.S. NO. OFF. O.G, OF. O,F,G,I. O.F.O.I . PNL. PT. PART. P.P.L. PL. P. LAM. PLY. Q.T. QTY. R.B. R. RAD. REF. READ. REV. R.O. RM. RR. 5. SGWD. SECT. SHT. SIM. SPEC. 5. STL. 55. STD. STOR, STRUC. SUSP. TEL. TEMP. TYP. U.L. U,P.G. VFY. VOL. VAR. V.G.T. VERT. W.B. W.G. WD. WT. W/ W.H. WT. LAM I NAtED /LAMINATE LAVATORY LENGTH LIGHTING LIGHT LONG MATERIAL MAXIMUM MANUFACTURER MECHANICAL MEDIUM MINIMUM MISCELLANEOUS MOUNTED METAL MICROWAVE NORTH NOT IN CONTRACT NOT TO SCALE NUMBER OFFICE ON CENTER OWNER FURNISHED CONTRACTOR INSTALLED OWNER FURNISHED OWNER INSTALLED PAINTED) ) PARTITION POLISHED PLATE GLASS PLATE PLASTIC LAMINATE PLYWOOD QUARRY TILE QUANTITY RUBBER BASE RISER RANGE RADIUS REFERENCE REQUIRED REVISED /REVISION ROUGH OPENING ROOM RESTROOM STAIR SOLID CORE WOOD DOOR SECTION SHEET SIMILAR SPECIFICATIONS/ SPECIFIED SOUTH STEEL STAINLESS STEEL STANDARD STORAGE STRUCTURAL SUSPEND /SUSPENDED TELEPHONE TEMPERED TYPICAL UNDERWRITER'S LABORATORY UNIVERSAL PLUMBING CODE' VERIFY VOLUME VARIABLE /VARIES VINYL COMPOSITION TILE VERTICAL/VERTICALLY VENEER PLASTIC WOOD BASE WALL COVERING WOOD WEIGHT WIDE WITH WATER HEATER WEIGHT PROJECT ADDRESS: GOVERNING CODE: USE ZONE: OCCUPANCY: CONSTRUCTION TYPE: ENERGY CODE: ACCESS CODE: PLUMBING CODE: CONTRACTOR: MECHANICAL: ELECTRICAL: SPRINKLER SYSTEM: PLUMBING: FIRE ALARM: TENANT AREA: 120 ANDOVER PARK E, STE 100 TUKWILA, WA 018188 20001 I B.C. � MENDMENTS�5H I NGTON TUG (TUKWILA URBAN CENTER) M /5 -1 (SHOWROOM /WAREHOUSE) V- B - (FULLY- SPRINKLERED) 20001 WASHINGTON STATE ENERGY IGG /ANSI A111.1 20001 U.P.G. TO BE DETERMINED PRIOR TO PERMIT ISSUANCE EIDDER DESIGN (UNDER SEPARATE PERMIT) BIDDER DESIGN (UNDER SEPARATE PERMIT) BIDDER DESIGN (UNDER SEPARATE PERMIT) BIDDER DESIGN (UNDER SEPARATE PERMIT) EIDDER DESIGN (UNDER SEPARATE PERMIT) SHOWROOM 1,466 5F WAREHOUSE 5,504 5F TOTAL 6,01-10 5F DRAWING INDEX TI .0 COVER SHEET TI .1 EXITING PLAN AI.O DEMOLITION PLAN A2.0 PARTITION PLAN A3.0 REFLECTED CEILING PLAN * WALL DETAILS A3.I CEILING DETAILS 5 -1 STRUCTURAL DETAILS (SEE ATTACHED STRUCTURAL CALCULATIONS) SCOPE OF WORK THE PROJECT CONSISTS OF A TENANT IMPROVEMENT OF AN EXISTING RETAIL SPACE FOR USE AS A WAREHOUSE /SHOWROOM. EXTERIOR WORK 15 TO INCLUDE A NEW IO'xIO' EXTERIOR ROLL -UP DOOR, A NEW 5' DOOR $ EXTERIOR PRE -FAB STAIR. INTERIOR RENOVATIONS ARE TO INCLUDE DEMOLITION, NEW PARTITION WALLS, NEW DOORS AND UPGRADES TO MAKE THE EXISTING RESTROOM ACCESSIBLE. NO CHANGE IN THE SIZE OF THE BUILDING 15 ANTICIPATED. THERE WILL BE A 5,504 SF CHANGE FROM RETAIL TO WAREHOUSE. LEGAL DESCRIPTION REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 3 2011 C City of iia BUILDING 'VISION TAX ID #022300 -062 ANDOVER INDUSTRIAL PARK # I TRACT 6 OF ANDOVER INDUSTRIAL PARK NO 2 TGW' POR OF TRACT 6 OF ANDOVER INDUSTRIAL PARK NO I - BEG 5W COR OF TRACT 6 OF ANDOVER INDUSTRIAL PARK NO I TH N 00 -12 -O01 W 15 FT TH 5 SQ -40 -24 E 215.2S FT PLT 5 MGN OF SEC TO ELY LN OF SD TRACT 6 TH 5 I- 032 -01 E 15.03 FT TH 5 00- 12 -0g E 2.23 FT TH N SS -55 -26 W 10.05 FT TO SE COR OF SEC 25 -25 -04 TH N Sa -40 -24 W 216.10 FT TO POB PLANNING APPROVED No changes can be made to these plans without approval from the Planning Division of DCD Approved By: I 1 �' r Date: REVISIONS No changes shall be mad() to th' of work without prior approve I oI Tukwila Building Division.. NOTE: Revisions will require a new plan sash and may include additional plan review fees. FILE COPY Permlt No. , t7i,H900 Plan review approval is subject to errors and omissior Approval of construction documents does not authori the violation of any adopted code or ordinance. Rece of approved Field Cop y and conditions is acknowledge BY Dete:. CA8tzo 1 I VICINITY MAP SITE PLAN - NTS City Of lbkwila DUILDING DIVISION 120 ANDOVER PARK E TUKWILA, WA 98188 ander. Blvd ® 2010 Nu:e; 9 23x01,1+ resoft (2) EXISTING BARRIER FREE HG STALLS W/ 51 ACCESS AISLE BETWEEN SEPA RA`s"'. REQUIR 1 Mechanice.I itt Electrical Plumbing = Gas Piping CORRECTION LTR #, 1 All -13 RECEI JUN 17 PERMIT CE s. pt JED 2L11 NTEf c planning interiors\. architecture 22002 - 64th Avenue W., Suite 2C Mountlake Terrace, WA 98043 T: 425 - 670 -6706 F: 425 - 774 -8219 REGISTRATION 8694 DAVINA WI ERR STATE OF WASHINGTON EXP. 03 -03 -13 PROJECT NAME LUMBER LIQUIDATORS TENANT IMPROVEMENT 120 ANDOVER PARK EAST SUITE 100 TUKWILA, WA 98188 DESIGN TEAM PROJECT NO.: 11.075 PRINCIPAL: CK DRAWN BY: EM CHECKED BY: CK ISSUED /REVISIONS 4 -29 -11 ISSUED FOR REVIEW 5 -6 -11 ISSUED FOR PERMIT 6 -16 -11 REVISED PER CITY COMMENTS PROJECT CONSULTANTS SHEET TITLE COVER SHEET SHEET NO. T1.0 EXITING PLAN SCALE: 1/5 " =1' -O" EXITING LEGEND MINI MIMI 1=11111 MOM ILLUMINATED EXIT SIGN INDICATES 24 HOUR FIXTURE EXIT ACCESS TRAVEL DSTANGE ( <500' W/ SPRINKLERS) MEANS OF EGRESS AISLE B/5 EXTERIOR DOWNLIGHT WALL MOUNTED EXTERIOR E HEIGHT IN/ BUILDING OWPER. — REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 3 2011 City o #Tukwila BUILDING DIVISION ENGY LIGHT FIXTURE IN/ LIGHT SENSOR, VERIFY MOUNTING CODE ANALYSIS EXITING: SHOWROOM: 1,466 S.F. / 50 : 49 O.L. WAREHOUSE: 5,504 S.F. / 5,000: 2 O.L. TOTAL: 51 O.L. (2) EXITS REQUIRED, (2) EXITS PROVIDED PLUMBING: SHOWROOM: 1,466 5.F. / 200 = 1.55 O.L. WAREHOUSE: 5,504 5.F. / 5,000: 2 O.L. TOTAL: 10 O.L. PER IBC 2905.1 EXCEPTION: IN OCCUPANCIES SERVING 15 OR FEWER PERSONS, ONE TOILET FACILITY DESIGNED FOR USE BY NO MORE THAN ONE PERSON AT A TIME SHALL BE PERMITTED FOR USE BY BOTH SEXES. RECEIVED JUN 17 2011 PERMIT CENTER co planning interiors DESIG NEL architecture 22002 - 64th Avenue W., Suite 2C Mountlake Terrace, WA 98043 T: 425- 670 -6706 F: 425 -774 -8219 ineemzenswomminamm REGISTRATION 9694 DAVINA STATE OF WASHINGTON EXP. 03 -03 -13 reincrAtimmisamagnmet PROJECT NAME LUMBER LIQUIDATORS TENANT IMPROVEMENT 120 ANDOVER PARK EAST SUITE 100 TUKWILA, WA 98188 DESIGN TEAM PROJECT NO.: 11.075 PRINCIPAL: CK DRAWN BY: EM CHECKED BY: CK ISSUED /REVISIONS 4 -29 -11 ISSUED FOR REVIEW %�� 5 -6 -11 ISSUED FOR PERMIT L - 6 -16 -11 REVISED PER CITY COMMENTS PROJECT CONSULTANTS SHEET TITLE EXITING PLAN SHEET NO. DEMOLITION PLAN SCALE: I/8 "= I' -O" KEY NOTES I. REMOVE EXISTING SLAT WALL THROUC--i.-10UT SPACE. PATCH WALLS BENEATH SLAT WAIL AS REQUIRED. 2. REMOVE EXISTING SALES COUNTER AND ALL RELATED ITEMS. 3. REMOVE EXISTING GHAINLINK FENCE AND ALL RELATED ITEMS. PATCH CONCRETE AS REQUIRED. 4. REMOVE EXISTING WALL HUNG SINK AND ALL RELATED ITEMS INCLUDING MIRROR, SOAP DISPENSER 4 PAPER TOWEL DISPENSER. PATCH WALL A5 REQUIRED. SAVE FOR RELOCATION, SEE PARTITION PLAN ON SHEET A2.0 FOR NEW 5INK LOCATION. 5. REMOVE EXISTING TOILET AND RELOCATE PER PARTITION PLAN, PATCH WALL 4 CONCRETE FLOOR AS REQUIRED. 6. REMOVE AWNING AND ALL RELATED ITEMS, PATCH EXTERIOR WALL AS REQUIRED. 1. REMOVE EXISTING LIFT-UP DOOR, MM DOOR d ALL RELATED STRUCTURAL ELEMENTS. FOR IO'x10' ROLL -UP DOOR„ SEE STRUCTURAL FOR DETAILS. S. REMOVE BUILT -IN SAFE, PATCH CONCRETE AS REQUIRED. a. CUT OPENING FOR B/S 3' -0" DOOR, SEE STRUCTURAL FOR DETAILS 4 DOOR SCHEDULE 10. REMOVE EXISTING GHAINLINK FENCE ENGLOSIRE 4 GATE. PATCH CONCRETE AS REQUI II. REMOVE EXISTING NON - STRUCTURAL COLUMNS, DECORATIVE TRUSS, TRACK LIGHTING d ITEMS. PATCH WALL AND CONCRETE FLOOR AS REQUIRED. 12. REMOVE EXI5TIN6 P -LAM WAINSCOT. I. EXISTING ROOF DRAIN. GUT OPENING ON SHEET A2.o. RED. ALL RELATED DEMOLITION NOTES REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 3 2011 City of Tukwila BUILDING DIVISION WHERE DEMOLITION OCCURS, ALL REMAINING WALLS ARE TO BE PATCHED, SANDED SMOOTH AND PREPARED FOR FINISHING AS REQUIRED. REMOVE EXISTH45 FLOOR FINISHES. PATCH AND PREPARE FLOORS AS REQUIRED FOR SMOOTH, LEVEL FINISH. ALL EXISTING WALL FINISHES TO BE REMOVED. WALLS ARE TO BE PATCHED, SANDED SMOOTH AND PREPARED FOR NEW FINISHES AS REQUIRED. WHERE NEW PARTITION MEETS EXISTING FURRED COLUMN C R GORE WALL, REMOVE CORNER BEAD, ALIGN, TAPE AND SPACKLE NEW PARTITION TO EXISTING GYPSUM BOARD. ALL CONSTRUCTION TO REMAIN AND AFFECTED BY DEMOLITION SHALL BE PATCHED AND SPAGKLED AND BE PROPERLY MEMBERED AND ALIGNED 50 AS TO LEAVE NO EVIDENCE OF PATCHING OR REPAIRS. EXISTING ELECTRICAL AND TELEPHONE OUhET5 LOCATED ON DEMOLISHED WALLS ARE TO BE REMOVED INCLUDING CONDUIT AND WIRING BACK TO JUNCTION BOX. LOCATIONS ARE TO BE PATCHED AND REPAIRED TO BE FLUSH WITH ADJACENT WALL SURFACE. WHERE PLUMING FIXTURES ARE BEING REMOVED OR WHERE EXPOSED PLUMING PIPES OCCUR, GAP LINES BEHIND FINISHED SURFACES. PATCH AND REPAIR AS REQUIRED. ALL EXISTING CONSTRUCTION WHERE INDICATED INCLUDING ELECTRICAL, TELEPHONE, PLUMING AND MECHANICAL DEVICES NOT OTHERWISE INDICATED ON THESE CONSTRUCTION DRAWINGS SHALL BE REMOVED IN A CAREFUL MANNER 50 AS NOT TO DAMAGE ADJOINING CONSTRUCTION. DEMOLITION LEGEND _= DEMOLITION — EXISTING PARTITION TO REMAIN. NOTE, ANY SITE IMPROVEMENT CONSTRUCTION SHOWN ON THE ARCHITECTURAL DRAWINGS 18 INTEDED AS INFORMATION TO BE ADDRESSED AND CLARIFIED BETWEEN THE GENERAL CONTRACTOR AND THE BUILDING LANDLORD AND /OR AFFECTED TENANT. �o CITY OF MAY 0 0 2011 PERMIT CENTER CO'EN E L L planning interiors architecture DESIG 22002 64th Avenue W., Suite 2C Mountlake Terrace, WA 98043 T: 425 - 670 -6706 F: 425 - 774 -8219 REGISTRATION 8694 DAVINA • ; • = STATE OF WASHINGTON EXP. 03 -0313 PROJECT NAME LUMBER LIQUIDATORS TENANT IMPROVEMENT 120 ANDOVER PARK EAST SUITE 100 TUKWILA, WA 98188 DESIGN TEAM PROJECT NO.: 11.075 PRINCIPAL: CK DRAWN BY: FIv CHECKED BY: CK ISSUED /REVISIONS 4 -29 -11 ISSUED FOR REVIEW 5 -6 -11 ISSUED FOR PERMIT PROJECT CONSULTANTS SHEET TITLE DEMOLITION PLAN SHEET NO. A1.0 Ct. 7,_ ®. 32' -0" WRHS 104 SHOWROOM OFFICE SPRINKLER RISER LI_o?J 3102 sr r.dt r. I. r. r. I. r.I. t1kr.�ad1Lr.r.r.r.r.j.r.r..r METAL GUARDRAIL I' -0" / . METAL �1 HANDRAIL BOTH SIDES OF STAIR II" TYP. / VARIES / 5' -8" / S� ELEVATION EXTERIOR PRE -FAB STAIR SCALE: 1/4".11--0" 4'-6" ELEVATION EXTERIOR PRE -FAB STAIR 4 SCALE: l /4 " =I' -O" PAINT (EPDXY) P -LAM WAINSCOT WITH METAL TRIM (2001 IBC SEC. 1210.2) I -I /2" GRAB BAR NAPKIN DISP. TOILET PAPER PARTITION PLAN SCALE: I /8 "= I' -0" RESTROOM ELEVATION MOUNTING HTS. FOR CODE REFERENCES ONLY 54 "min. 42 "min. / /12" max. / 39 " -41 "max. ot- 9 I -1/2" GRAB BAR 6" h.(min)SELF- GOVING SHEET VINYL BASE (20061 1130 SEG. 1210.1). `- 36" m O PAINT (EPDXY) PAPER TOWEL DISPENSER P -LAM WAINSCOT WITr4 METAL TRIM (20061 IBC SEG. 1210.2) IREVIEWED FOTI 7 CODE COMPLIANCE APPROVED JUN 2 3 2011 RESTROOM ELEVATION SCALE: I/4"=11-0" SCALE: RESTROOM ELEVATION 56 "min. 24" min. L i- InE 6 h.(min.)SELF- C0 1lING SHEET VINYL BASE (20061 IBC SEC. 1210.1) LIGHT FIXTURE (verify) MIRROR x t 6 E 0 Zia 16 " -IS" 15 City of Tukwila BUILDING DIVISION / IINSULATE EXPOSED HOT WATER LINE AND DRAIN LINE PER ADA STANDARDS SECTION 606.5. RESTROOM ELEVATOOR! SCALE: 1/4"=1'-0" I. PROVIDE DRAIN WITH TRAP PRIMER FOR EACH RESTROOM (VERIFY WITH LOCAL CODE REQ) 2. PROVIDE WAINSCOT OVER WATER - RESISTANT FIBERBOARD. 3. GRAB BARS TO MEET ALL ANSI 605 REQUIREMENTS 4. PROVIDE SINGLE LEVER HANDLE FAUCET SET 11" MAX. FROM THE FRONT EDGE OF THE SINK OR COUNTER. MEET ADA STANDARDS SECTON 606 REG. 5. MEET ALL IBC AND ADA STANDARD REQUIREMENTS FOR ACCE SSORIES 6. TOILET PAPER DISPENSERS: TOILET PAPER DISPENSERS SHALL bE LOCATED 1 INCHES MINIMUM AND 1 INCHES MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE 15 INCHES MINIMUM AND 4S INCHES MAXIMUM ABOVE THE FLOOR, AND SHALL NOT BE LOCATED BEHIND THE GRAB BARS. DISPENSERS SHALL BE OF TYPE THAT CONTROL DELIVERY, OR THAT DO NOT ALLOW CONTINUOUS PAPER FLOW. TOILET PAPER DISPENSERS SHALL COMPLY WITH ADA STANDARDS SECTION 301.4: OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORGE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM. DOOR SCHEDULE DOOR # RATED WIDTH HEIGHT TYPE FRAME MAT. FRAME FINISH HARDWARE REMARKS 101 - 31--0" 11-0" A MTL. PAINT 14W-I 102 - 3' -0" 1' -0" A MTL. PAINT HW -I 103 _ 3' -0" 1' -0" A" MTL. PAINT H11-2 104A - 101-0" IO' -0" B -- -- __ PROVIDE HARDWARE 4 ALL RELATED ITEMS PER MANUFACTURER 104B 3' -0" 11-0" C B/5 13/5 HW -3 105 _ E E E E E H11-4 DOOR TYPES HARDWARE TYPES - VERIFY W / OWNER HOLLOW METAL EXTERIOR DOOR. DOOR ROLL -UP B/5 METAL ENTRY DOO2 HW -I - TENANT INTERIOR. LATCHING 1411.;4 - TENANT INTERIOR RR DOOR HW -2 - TENANT INTERIOR, LOCKING B/5 PRIVACY HARDWARE B/5 LOCKSET E - EXISTING HW -3 - TENANT ENTRY B/5 EXTERIOR DOOR HARDWARE 4 CLOSER NOTES: I. ALL DOOR AMP DOORWAYS SHALL COMPLY WITH ICC /AN51 AII1.1 CODES, SECTION 404 2. MANUF. = BUILDING STANDARD 3. CONTRACTOR TO REUSE AND RELOCATE EXISTING DOORS AND HARDWARE WHERE POSSIBLE. 4. ALL DOORS TO BE EQUIPPED WITH LEVER -TYPE LATCHING HARDWARE OR OTHER APPROVED HANDICAP ACCESSIBLE CONFIGURATION PER ADA STANDARDS 4042.1 5. ALL DOORS TO BE OPERABLE FROM THE INSIDE WITHOUT A KEY OR ANY SPECIAL bKNOWLEDGE N EXISTING T ING DOORS TO REMAIN S } a O a ® DOOR SPECIFICATION: A. 5/5 METAL DOOR: MFG: MASONITE OR APPROVED EQUAL LITE METAL DOOR, GG TO VERIFY DOOR SPEC. PRIOR TO PRICING MODEL: 8L6354, LOCATION: DOOR #101, #102 4 #103. INTERIOR DOOR FRAME FINISH: MFG: SHERWIN WILLIAMS PRO MAX #400 OR APPROVED EQUAL, FINISH: SEMI - GLOSS, APPLY (2) GOATS P,lITITW. CONTRACTOR TO VERIFY Al L DIMENSIONS. ALL DISCREPANCIES MUSTS BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCIIITE T FOR DIRECTION. ALL PARTITIONS, UNLESS IERNISE NOTED, SHALL BE CONSTRUCTED WITH METAL 5111DS AT 24" O.G. WITH 5/8" TYPE 'X' G`I''S)11 WALLHOARD EACH SIDE. THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONGEALED OR FURRED AND FIF SHED, Li 1LE55 OTHERWISE NOTED AS EXPOSED CONSTRUCTION ON DRAWINGS. OFFSET STUDS, WHERE REQUIRED, 50 THAT FINISHED PARTITION SURFACE WILL BE FLUSH, UNLESS OTHERWISE NOTED. 'ROVIPE: FURRING AT EXISTING PARTITIONS AS REQUIRED TO INSTALL ELECTRICAL ITEMS AS INDICATED ON THE DRAWINGS. DOOR AND CASED i:%PE14I1J6.5 WITHOUT LOCATION DIMENSIONS ARE TO BE SIX INCHES FROM FACE AT HINGE SIDE OF DOOR TO A17JACE11r PARTITIONS. ALL EXIT DOORS SH;°:LL bE OPERABLE FROM THE INSIDE WITHOUT U5E OF KEY OR ANY SPECIAL KNOWLEDGE OR EFT-OR'''. PROVIDE SHEET ME"iAL 1lii=ORGING (8" HORIZONTALLY MOUNTED STRIP OF 20 GA. GALVANIZED SHEET METAL) IN PART I fIOIi5 FOR INSTALLATION OF WALL HUNG CABINET WORK AND PANELING, PLUMBING FIXTURES AND ACCESSORIES WHERE INDICATED ON DRAWINGS INCLUDING ALL OWNER PROVIDED ITEMS. CONTRACTOR TO VL IFY Dil•iENSIONS FOR ALL PLUMBING PARTITIONS. CONTRACTOR TO PROV1171 ::',110P DRAWINGS FOR DESIGNER AND TENANT APFROVAL PRIOR TO MANUFACTURE OF ANY CABINET WORK, MILLWORK, AND ANY OTHER SPECIAL ITEMS REQUIRING GUSTOM SHOP FABRICATED PAPTITIN ° {E LEND �1ItT�I'AI,a" ♦ RE AIN «= =T" B/S Oi FILE /WAREI IOUSE DEMISING PARTITION -13/5 6" METAL STUDS WITH 5/8" TYPE 'X' GWB ON BOTH SIDES OF iJARTITON FROM FLOOR TO 11' -0" A.F.F., SEE DETAIL #3 ON SHEET A3.0. nor= 13/5 OFFICE/WAREHOUSE PARTITION B/5 b" METAL STUDS WITH 5/8" TYPE 'X' GWB ON BOTH 510E5 OF PARTITION I-ROM FLOOR TO GM CEILING, SEE DETAIL *2 ON SHEET A3.0. =room B/5 FURRING - B /:� 6" METAL STUDS WITH 5/8" TYPE "X" GWB TO 6" ABOVE SUSPENDED CEILING, PROVIDE R -Ici INSULATION IN PARTITION 4 VAPOR BARRIER ON WARM SIDE OF WALL. KEV MOT I. RELOCATE SINK 4 ACCESSORIES, INCLUDING MIRROR, SOAP DISPENSER 4 PAPEf2 TOWEL DISPENSER PER PARTITION FLAN, F, -\TCH WALL AS REQUIRED. SEE RESTROOM DETAILS THIS SHEET FOR STANDARD HO1J 1 T INu HP,IGHTS. 2 RELOCATE TOILET PER PARTITION PLAN. PROVIDE VERTICAL GRAB BAR 4 ACCESSIBLE TOILET PAPER DISPENSER. SEE- rii:Sr 'OM DETAILS #1 4 #2 THIS SHEET FOR STANDARD MOUNTING HEIGHTS: 3. PROVIDE 6 "y(6" 1.,AILRO. i7 TIES ON EXISTING GONG. FLOOR PLACED 4" TO 6" FROM WALLS TO ACT AS BUMPERS, VERIFY RE Uir:E1) FASTENERS W/ TENANT. 4. INSTALL 6 MIL V1SO1JEE11 OVER CONCRETE IN SHOWROOM #I0I 4 OFFICE 44103. PROVIDE 5/¢' PLYWOOD OVER VISQUEEN AND BI.:OOMSWEEP, READY FOR TENANT PROVIDED WOOD FLOORING. PROVIDE CONCRETE COMPOSITE ' AMP (I: 10 RATIO) AT DOOR OPENINGS TO MEET ADA REQUIREMENTS. PROVIDE 511EE(' VINYi_ 111 EXISTING RESTROOM #105 W/ 6" SELF -COVE BASE. PROVIDE P -LAM WAINSCOT L' TC -1-4t3" ,' -F. VERIFY SPEG'S FOR SHEET VINYL AND P -LAH JNITH TENANT. 6. PAINT ALL WALI..S TI 1RCA/GI- OUT SPACE WITH (2) GOATS OF FLAT LATEX PAINT: MFG: SHERWIN WILLIAMS PRO MAX 41400 OR API-ROVED EQUAL. VERIFY COLOR W/ TENANT. 1. TENANT SHALL E'JJPPLY ,,LL BUILDING AND PYLON SIGN FACES (AND GR'.Ai'HICS) AND LANDLORD SHALL SUPPLY THE PYLON SUFr'ORT AND BACK -LIT LIGHTING. PROVIDE J -BOX FOR BUILDING SIGNAGE, VERIFY LOCATION 4 1 UANTITY APPROVED BY LANDLORD. LANDLORD SHALL COORDINATE WITH TENANT'S SIGN CON T "RAOTOR DURING CONSTRUCTION TO ENSURE SIGN INSTALLATION. TENANT WILL PROVIDE SIGN CONTRk TOR INFORMATION. 8. PROVIDE PRE -FAB STAIR, GG TO VERIFY FINAL SITE ELEVATION. SEE DETAILS #3 4 #4 THIS SKEET. �. PROVIDE (5) PTA °°G HEATING 4 COOLING UNITS, BIDDER DESIGN 4 UNDER SEPARATE PERMIT. MFG: AMANA, M017EL: PTHISE BEAT PUMP W/ 5 kw STRIP HEATERS. (2) UNITS TO BE INSTALLED ON THE EXTERIOR OF 11I;. BUILtdING 4 (I) TO BE INSTALLED IN THE WALL BETWEEN SHOWROOM #10I 4 WAREHOUSE #1011 (M1:0-1,NNIGAL WORK UNDER SEPARATE PERMIT). 10, PROVIDE DUPLEX EL EC I RIGAL OUTLETS EVERY 15 LINEAR FEET ALONG TI;E PERIMETER OF SHOWROOM #JOl, VERIFY LcX A.rioN:% WITH TENANT. II. LANDLORD TO r <OV117f: A 2" CONDUIT TO DESIGNATED SALES COUNTER, VERIFY LOCATION OF SALES COUNTER WITH TENANT. i HONE/ DATA TO BE PROVIDED AND INSTALLED AT TENANT'S COST. 12. PROVIDE NON COMBUSTIBLE PLYWOOD PHONEBOARD. VERIFY SIZE, LOCATION AND MOUNTING HEIGHT WITH TENANT. FROVI, E (2) DEDICATED OUTLETS ON OR IMMEDIATELY ADJACENT TO THE PHONE Bo.Ai D. 13. EXISTING El EMIGAL PANEL TO REMAIN. 14. EXISTING ALARI i PANEL. TO REMAIN. 15. EXISTING FIRE PANEL TO REMAIN. I6. CONTRACTOR TO INFILL AS NEEDED FOR NEW I0'x10' ROLL -UP DOOR. 11 CONGEAL EXISTU 9 COILING POOR AND ALL RELATED ITEMS. CO NELL planning interiors architecture DESIG 22002 - 64th Avenue W., Suite 2C Mountlake Terrace, WA 98043 T: 425 -670 -6706 F: 425-774-8219 REGISTRATION DAVMA ti DUERR STATE OF WASHINGTON PROJECT NAME EX?. 03-03- LUMBER LIQUIDATORS TENANT IMPROVEMENT 120 ANDOVER PARK EAST SUITE 100 TUKWILA, WA 98188 DESIGN TEAM PROJECT NO.: 11.075 PRINCIPAL: CI< DRAWN BY: EM CHECKED BY: CK ISSUED /REVISIONS 4 -29 -11 ISSUED FOR REVIEW 5 -6 -11 ISSUED FOR PERMIT 6 -16 -11 REVISED PER CITY COMMENTS HOTEI ASV SITE litintOlfririENT CONSTRUCTION 58101wf1j 01J '61r11' ALuCUITECTURAL DRAWINGS IS IHTEDED AS agli ilsati TION TO BE ADDRESSED iIJiD CL,. RIFLED k4lr: °`fWEEN THE GENERAL COMTI ACT4: A TULLE" THE BUILDING LANDLORD AilD /CIA AF1',=t;`fn=ir TENANT. RY, PROJECT CONSULTANTS SHEET TITLE PARTITION PLAN RECEIVED JUN 17 2011 PERMIT CENTER SIIEET NO. EXIST. RR 105 WRNS 1 104 SHOWROOM 4'-O" D)IJ 20 GA. X 2" FLAN& (600TI25 -I8) TOP TRACK, OVERLAP 0 CORNERS 4 INTERSECTIONS 4 CONN. W/ (3) #8 SCREWS 20 GA. 6" MTL 5 AT 24 "O.G. UP TO I INSULATION (6005125 -33) II" BATT g- 14 q' -0" A.F.F. NOTE: FASTEN r9YP. TO STUDS W/ 416 SCREWS 6" O.G. EDGES 4 12" O G FIELD 6" MTL STUD (6005125 -18) ®24" 0.G. W/ R -2I BATT INSULATION PER WA. STATE ENERGY CODE 5/8" TYPE "X" GJNB. FOR 80TH SIDES W/ VAPOR BARRIER ON WARM SIDE OF WALL 4 R -Iq BATT INSULATION CONT. 20 GA. MTL. STEEL RUNNER CHANNEL (6005125 -18) ANCHORED TO FLOOR WITH POWDER ACTIVATED FASTENING SYSTEM 24" 0.G. (ALLOWABLE UP TO I6' -q ") SECTION - BLD. STD PART. @ OFFICE s.103 SCALE: N.T.S. MIN. 25 &A. MTL. STUD BRACE (350T125 -I8) *TOP TRACK, BRACE ATTACHED TO TOP TRACK WITH #8 SHEET MTL. SCREWS. BRACE 0 MIN. 10' 0.G. OR 2 PER WALL SECTION. BRACING CONNECTIONS TO STRUCTURAL SUPPORT OR ROOF ABOVE. STRUCTURE OR ROOF 20' -2" A.F.FF ANCHOR TO ROOF OR STRUCTURE AS REQ'D BY ROOF CONSTRUCTION CONDITIONS NT. 'L" METAL TRIM WITH PAPER WING r'sa 25 GA. 6" METAL. STUDS (6005125 -25) ® 24" 0.C. ALLOWABLE TO 161-q" LATION OVER 2' -0"x4' -0" H. D. PROVIDE DOUBLE STICK TAPE TO -0" SIDE OF THE GRID TO PREVENT AIR KALE. AT REQUIRED POINTS (FOR EXAMPLE: VAV BOXES FOR FILTER CHANGES) PLACE TAPE ON ONE SIDE ONLY TO ALLOW ACCESS. 10' -0" R -2I BATT INSULATION PER WA. STATE ENERGY CODE W/ 5/8" TYPE "X" GAB. FOR BOTH SIDES W/ VAPOR BARRIER ON WARM SIDE OF WALL CONT. 20 GA. MTL. STEEL RUNNER CHANNEL (600TI25 -55) ANCHORED TO FLOOR WITH POWDER ACTIVATED FASTENING SYSTEM 0 24" 0.G. SECTION BLD. STD PART. © WAREHOUSE NOT TO SCALE NOTE: I. ALL LIGHT FIXTURES IN CEILING GRID MUST BE TYPE IC RATED RECESSED LIGHTING FIXTURES TO DOME IN DIRECT CONTACT W/ INSULATION PER WA STATE ENERGY CODE 15112 AND CERTIFIED UNDER ASTM E283 TO HAVE NO MORE THAN 2.0 CFN AIR MOVEMENT FROM CONDITIONED SPACE TO THE CEILING CAVITY. PER WA STATE ENERGY CODE 1514.4 REGE55F -D LIGHTING FIXTURES. 2. THE BUILDING ENVELOPE, GLAZING AND DOORS SHALL COMPLY W/ WA STATE ENERGY CODE 11514.1 AND 13142. REFLECTE CEILING PLAN SCALE: I/8 "= I' -O" REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 3 2011 City of Tukwila BUILDING DIVISION LIGHTING CALCULATIONS SHOWROOM AREA - 1366 SFX 13 WATTS /S.F= 1,116 WATTS ALLOWED OFFICE AREA = I•• S.F.X Al WATTS /5.F= qI WATTS ALLOWED 2 x 4 FLUORESG TOTAL = I,861 WATTS ALLOWED Iq EA. ®88 WATTS = 1,612 TOTAL WATTS USED = 1,612 WATTS RESTROOM AREA 54 S.F.X .qI WATTS /5.F= 441 WATTS ALLOWED (EXISTING LIGHT Fl TURES WITHIN WAREHOUSE #104 TO REMAIN, NO PROPOSED CHANGE IN ENERGY USAGE) FLUORESCENT FA IGHT - I EA. @ 42 WATTS = 42 KEY NOT S I. REMOVE WALL 2. REMOVE WALL 5. EXISTING 5 -TOI 4. EXISTING HVA 5. REMOVE EXIST REQUIRED. TOTAL WATTS USED = 42 WATTS MOUNTED TRACK LIGHTING AND ALL RELATED ITEMS. MOUNTED FLUORESCENT BAR LIGHT, PATCH WALL AS REQUIRED. HVAC UNIT TO REMAIN, REDUGT FOR COOLING SHOWROOM #101 IF POSSIBLE. UNIT @ +I2' -3" A.F.F. G WALL MOUNTED EXIT SIGN AND ALL RELATED ITEMS, PATCH CONCRETE AS LIGHTING MOTIFS PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR OUTLETS, INLETS, OR DUCTS PENETRATING FIRE RATED ASSEMBLIES, ENCLOSURES, WALLS, FLOORS, OR SURFACES, AND AS REQUIRED BY FIRE DEPARTMENT, IF APPLICABLE. CONTRACTOR SHALL OBTAIN APPROVAL FR( : M DE5119NER OF ALL THERMOSTAT LOCATIONS. ALL REQUIRED EXIT SIGNS SHALL HAVE LETTERS SIX INCHES HIGH MINIMUM AND SHALL CONFORM WITH ALL APPLICABLE CODES. CEILING HEIGHTS ARE FROM SLAB TO FINISH "r`O G LIGHT SWITCHES SHALL BE INSTALLED AT +4Ea" A.F.F. MULTIPLE SWITCHES SHOULD BE GANGED TOGETHER UNLESS OTHERWISE SPECIFIED. CONTRACTOR SHALL PROVIDE EMERGENCY I..IGHTINe, STROBE LIGHTS, AUDIO- VISUAL ALARMS, TO MEET ALL APPLICABLE CODES. CONTRACTOR TO VERIFY ALL SWITCH LOCATIONS WITH TENANT PRIOR TO INSTALLATION. NUMBER OF SWITCHES FOR OPEN AREA 15 BIDDER DE51G14. SWITCHES INDICATED ON DRAWING FOR OPEN AREA ARE FOR REFERENCE ONLY. CONTRACTOR SHALL PROVIDE SEISMIC BRACING ® ALL NEW 6 RELOCATED LIGHT FIXTURES. LIGHTING LEGEAD 2 x 4 FLUORESCENT LIGHT FIXTURE NV (3) T -b LAMPS AND CLEAR ACRYLIC LENSE B/5 2x4 HIGH -BAY FLUORESCENT LIGHT FIXTURE TO REMAIN SURFACE MOUNTED 2x4 FLUORESCENT LIGHT FIXTURE INDICATES 24 HOUR FIXTURE - EMERGENCY EXIT LIGHTING TO COMPLY WITH THE INTENSITY REQUIREMENTS OF IBC 1006.4 TO PROVIDE AN ILLUMINATED EXIT PATH WITH A LIGHTING LEVEL OF AT LEAST I FOOTCANDL.E. -_ REUSE EXISTING OPENING IN &N8 CEILING FOR NEW FAN 13/5 EXHAUST FANLIGHT COM ILLUMINATED EXIT SIGN - DIRECTION O ARROW B/5 SINGLE SWITCH 5/5 EXTERIOR POWNLIGHT WALL MOUNTED EXTERIOR EMU IT FIXTURE W/ LIGHT SENSOR, VERIFY MOUNT 46 HEIGHT W/ BUILDING OWNER. E R RE N NEW GWB CEILING @ 9' -0" PROVIDE NEW B/5 2' -0"x4' -0" isEILINr GRID AND TILES ®10' -0 A.F.F., MFG: USG OR TENANT APPROVED EQUAL MODEL: SECOND EXISTING RELOCATE EXISTING FIXTURE RETROFIT NEW LIGHTING FIXTURE OOK 11 NOTE: CONTRACTOR TO REUSE AND / OR RELOCATE EXISTING LIGHT FIXTURES AND SWITCHES INHERE POSSIBLE. CONTRACTOR TO RESWITCH / REGIi'CtJ!T LIGHT SWITCHES AND LIGHT FIXTURES AS NEEDED. RECEIVED JUN 17 2011 1TCENTER CO planning interiors`' architecture DESIG NELL 22002 - 64th Avenue W., Suite 2C Mountlake Terrace, WA 98043 T: 425- 670 -6706 F: 425- 774 -8219 REGISTRATION 8694 EXP. 03-03-13 PROJECT NAME LUMBER LIQUIDATORS TENANT IMPROVEMENT 120 ANDOVER PARK EAST SUITE 100 TUKWILA, WA 98188 DESIGN TEAM PROJECT NO.: 11.075 PRINCIPAL: CK DRAWN BY: EM CHECKED BY: CK ISSUED /REVISIONS 4 -29 -11 ISSUED FOR REVIEW 5 -6 -11 ISSUED FOR PERMIT 6 -16 -11 REVISED PER CITY COMMENTS PROJECT CONSULTANTS SIIEET TITLE REFLECTED CEILING 'LAN & WALL DETAILS SHEET NO. SEISMIC BRAG ING PERSPECTIVE COUNTER SLOPE/SPLAYED SEISMIC BRACING WIRE ATTACHMENT, SEE ATTACHMENT DETAILS THIS SHEET CEILING BRACING, SEE DETAIL * COUNTER SLOPE /SPLAYED TM15 SHEET SE 15M I G BRAG I NG WIRE ATTACHMENT WOOD CONDITIONS 2X SUBPURLIN OR 4X PURLIN OR GLB WOOD CONNECTION 0 CENTERLINE MEMBER TURNS VERTICAL WIRE HANGER -300* MIN. 2X SUBPURLIN OR 4X PURLIN OR GLB WOOD CONNECTION ® CENTERLINE MEMBER ►' 3 TURNS VERTICAL WIRE HANGER -200* MIN. 2N MINXX. I. ATTACHMENTS SCALE: N.T.S. --- - 2X6 MIN. SUBPURLIN OR 4X FVRLIN OR GLB (2) 5/16 "X2 "LAG SCREWS MTL STUD VERTICAL BRACE SIZE PER CHART DETAIL 1, REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 3 2011 City of Tukwila BUILDING DIVISION GAP DESIGN POP RIVET t FLANGE 5EISMIG SEPARATION NOTES: 1. FOR CEILING AREAS EXCEEDING 2,500 SQ. FT., A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORMED OF THE CEILINGS BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. 2. THE LAYOUT AND LOCATION OF THE SEISMIC SEPARATION JOINT SHALL BE PER THE DESIGNER OF RECORD AND NOTED ON THE PLANS. IF A SEISMIC SEPARATION JOINT 15 REQ. BY THE DESIGNER, THE DESIGNER MAY USE THE GENERIC JOINT DETAILED ABOVE OR A PROPRIETARY JOINT. THE AMOUNT OF FREE MOVEMENT ( GAP DESIGN) SHALL BE PER THE DESIGNER OF RECORD. OSEISMIC SEPARATION JOINT SGALE: N.T.S. NOTES: I. THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEILINGS INCLUDING GRID, PANEL OR TILE, LIGHT FIXTURES AND AIR TERMINALS WEIGHING 140 MORE THAN 4 L55. PER SQUARE FOOT. 2. ALL WIRE TIES ARE TO BE THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4 FOOT ON CENTER 3. CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. CLATERAL FORCE BRACING SCALE: N.T.S. SPREADER BAR OR EQUAL TO KEEP PERIHTER COMPONENTS FROM SPREADING APART 2" MIN. 3/4" MIN. AT UNATTACHED WALLS NOTES: 1. WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2 INCHES WIDE, UNLESS ALTERNATE METHODS ARE APPROVED PRIOR TO INSTALLATION BY THE LOCAL BUILDING DEPT. ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A 3/4" CLEARANCE FROM THE WALL AND FREE TO SLIDE. 2. THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS( POP RIVETS OR APPROVED METHOD) 3. THERE SHALL BE A MINIMUM 3/4" CLEARANCE FROM THE ENO OF THE GRID SYSTEM AT UN- ATTACHED WALLS. 4. SPREADER (SPACER,) BARS OR OTHER MEANS APPROVED BY LOCAL BUILDING DEPARTMENT SHALL BE USED TO PREVENT THE ENDS OF THE MAIN BEAMS AT PERIMETER WALLS FROM SPREADING OPEN DURING A SEISMIC EVENT PERIMETER WIRES SHALL NOT BE IN LIEU OF SPREADER BARS. 3 SPREADER BAR & WALL MOLDING SCALE: N.T.S. NOTES: 1. HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN I IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED. 2. HANGER WIRES SHALL BE 12 GAUGE AND SPACED 4 FEET ON CENTER OR 10 GAUGE SPACED 5 FEET ON CENTER 3. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. 4. FOR ESSENTIAL FACILITIES, HANGER WIRE CONNECTIONS MUST BE CAPABLE OF CARRYING 200 POUNDS AND BRACING ( SPLAY) WIRES SHALL BE CAPABLE OF CARRYING 440 POUNDS. SHOT -IN ANCHORS IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRES. 5. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR 11-E ACTUAL DESIGN LOAD, WITH A SAFETY FACTOR OF 2, WHICHEVER 15 GREATER. 6. POWDER DRIVEN FASTENERS MUST BE APPROVED FOR APPROPRIATE LOADING. 7. TERMINAL ENDS OP EACH MAIN BEAM AND GROSS TEE MUST BE SUPPORTED WITHIN 8 INCHES OF EACH WALL WITH A PERIMETER WIRE. HANGER (SUSPENSION) WIRES SGALE: N.T.S. MAX. RECOMMENDED LENGTH FOR VERTICAL. BRACING MAX LENGTH METAL STUD 5IZE 6' -0" 12'-O" I8' -0" 1625125 -21 2505162 -33 362520033 SPLAY WIRES ARE TO BE MIN. 4-12 6A. WIRES ATTACHED TO THE MAIN RUNNER. WIRES ARE ARRAYED q0° FROM EACH OTHER 4 AT AN ANGLE NOT EXCEEDING 45° FROM THE PLANE OF THE GLG. VERTICAL BRACING PER SCHEDULE AND SHALL BEGIN < 6' FROM WALLS- SEE CHART FOR SIZES AND VERIFY LOCAL CODE REQ. COPE WEB AS REQ. TO CLEAR GR055 TIES 3' CONNECT TO MAIN RUNNER MEN!ER NV 4 - *10 SCREWS NOTES: LAT. FORGE BRACING 4 EA. (12 GA) WIRE SECURED TO MAIN RUNNER WITHIN 2' -0" OF CROSS TEE AND SPLAYED 40° FROM EA. O11-ER 0 12' -0" O.G. BOTH DIRECTIONS W/ FIRST POINT WITHIN 4' -0" FROM EA. WALL MAIN RUNNER GROSS TEE 1. INSTALL SYSTEM IN ACCORDANCE W/ 2006 IBC, ASTM G-635 AND G636, AGE 7-05 t GISGA. 2. LATERAL BRACING I5 REQUIRED FOR GLG. > 144 S.F. AND NOT REQUIRED FOR GLG.. < 144 5.F. PROVIDED THEY ARE SURROUNDED BY 4 WALLS AND BRACED TO STRUCTURE. PLEMJM5 < 12" DO NOT NEED LATERAL BRACING. 3. LATERAL FORGES BRACES SHALL BE 12' O.G. (MAX) AND BEGIN NO FURTHER THAN 6' FROM WALLS. 4. LIGHT FIXTURES < IO LB5 SHALL HAVE I 12 GA. HANGER. LIGHT FIXTURES > IO LDS AND < 56 LB5 5HALL HAVE 2 12 6A. WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. FIXTURES >56 LB5 SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE. 5. ONLY HEAVY-DUTY T-BAR GRID SYSTEM ALLOWED PER ASGE -1, SECTION 13.5.6.2.2 -PER ARMSTRONG PERFORMANCE CRITERIA ALL HEAVY DUTY GRIDS ARE RATED FOR > =16 LB5/LIN FT. ACCORDING TO ASTM G 635, THE MAXIMUM ALLOWABLE DEFLECTION IS 1/360. SUSPENDED CEILING BRACING SCALE: N.T.S. CEILING GRID GENERAL NOTES ELEGTRI GAL FIXTURE NOTES: 1. LIGHT FIXTURC-5 WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAUGE HANGER WIRE CONNECTED FROM FIXTURE TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. 2. LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LE55 THAN 56 LB5.SHALL HAVE TWO GAUGE WIRES ATTACHED AT OPPOSING CORNERS OF ME LIGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. 3. LIGHT FIXTURES WEIGHING MORE THAN 56 L55. SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE. 4. PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING A q GAUGE WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSION FOR DIRECT SUPPORT. 5. TANDEM FIXTURES MAY UTILIZE COMMON WIRES. MECHANICAL SERVICES NOTES: 1. TERMINALS OR SERVICES WEIGHING 20 LBS. BUT NOT MORE THAN 56 LBS. MUST HAVE TWO 12 GAUGE WIRES CONNECTING THEM TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK 2. TERMINALS OR SERVICES WEIGHING MORE THAN 56 LBS. MUST BE INDEPENDENTLY SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE. THESE WIRES MUST BE TAUT. SPRINKLER NOTES: 1. FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE OR ADAPTER THROUGH ThE CEILING TILE TO ALLOW FREE MOVEMENT OF AL LEAST I" IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE I" FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. RECEIV CITY OF TUK LA MAY 0 d 2011 PERMIT CENTER CONN E planning interiors architecture DESIG 22002 - 64th Avenue W., Suite 2C Mountlake Terrace, WA 98043 T: 425 -670 -6706 F: 425 -774 -8219 REGISTRATION DAVNA " - STATE OF WASH1NaTON EXP. 03 -03-13 PROJECT NAME LUMBER LIQUIDATORS TENANT IMPROVEMENT 120 ANDOVER PARK EAST SUITE 100 TUKWILA, WA 98188 DESIGN TEAM PROJECT NO.: 11.075 PRINCIPAL: CK DRAWN BY: )=M CHECKED BY: CK ISSUED /REVISIONS 4 -28 -11 ISSUED FOR REVIEW 5 -6 -11 ISSUED FOR PERMIT PROJECT CONSULTANTS SHEET TITLE CEILING DETAILS SHEET NO. A3.1 GENERAL NOTES 1. DESCRIPTION BUILDING NAME & SITE LOCATION — LUMBER LIQUIDATORS — TUKWILA, WA 2. DESIGN CODE AND STANDARDS APPLICABLE CODE — 2009 INTERNATIONAL BUILDING CODE (IBC) 3. DESIGN LOADS A. ROOF LIVE LOAD B. SNOW LOAD C. SEISMIC D. WIND LOAD E. DEAD LOADS SEE SNOW LOAD BASIC GROUND SNOW LOAD — Pg = 25 PSF BASIC ROOF SNOW LOAD — Pf = 25 PSF THERMAL FACTOR — Ct = 1.0 IMPORTANCE FACTOR — Is = 1.0, SNOW EXPOSURE FACTOR — CE = 1.0 DRIFTING SNOW IS NOT REQUIRED IN THE DESIGN. Ss = 1.42, S1 = 0.486, le = 1.0, SITE CLASS "D" AND SEISMIC DESIGN CATEGORY = "D ", SEISMIC USE GROUP I. Sds = 0.947, Sd 1 = 0.491 BASIC SEISMIC FORCE RESISTING SYSTEM = HSS PANEL STRONGBACKS BASIC WIND SPEED (3 SEC.GUST) = 85 (MPH) EXPOSURE B IMPORTANCE FACTOR Iw = 1.0. INTERNAL PRESSURE COEFFICIENT GCPI — ± 0.18 COMPONENTS & CLADDING = 20 PSF WEIGHT OF STRUCTURE. OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. STRUCTURAL STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", AND THE "CODE OF STANDARD PRACTICE ". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: OTHER SHAPES & PLATES ASTM F 1554 (FY= 36,000 PSI) TUBE SHAPES ASTM A 500, GRADE B (FY= 46,000 PSI) HIGH STRENGTH BOLTS ASTM A 325 BASE PLATE GROUT ASTM C 1107 ALL STRUCTURAL STEEL BOLTED CONNECTIONS ARE ASTM A 325 TYPE N CONNECTIONS — BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. CONNECTIONS ARE NON —SLIP CRITICAL AND BOLTS NEED BE TIGHTENED "SNUG TIGHT" ONLY, UNLESS OTHERWISE NOTED. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A 325 BOLTS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A 325 OR A 490 BOLTS" (6/23/01). ALL WELDING TO CONFORM WITH AWS D1.1 "STRUCTURAL WELDING CODE — STEEL ". WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. ALL WELDS BY WABO CERTIFIED WELDERS. USE LOW HYDROGEN FILLER METAL WITH A MINIMUM TENSILE STRENGTH OF 70 KSI. ALL WELDED JOINTS SHALL BE AWS PREQUALIFIED. CONCRETE EXPANSION ANCHORS — "HILTI KWIK BOLTS" — INSTALL IN ACCORDANCE WITH ICBO REPORT NO. 4627. THE GENERAL CONTRACTOR SHALL REVIEW THE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM THE ENGINEER OR ARCHITECT OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. DO NOT PLACE ANY CONSTRUCTION LOADS ON MEMBERS UNTIL THEIR CONNECTIONS ARE COMPLETE. SPECIAL INSPECTIONS IN ADDITION TO THE INSPECTIONS REQUIRED BY IBC SECTION 109, SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE REQUIREMENTS OF IBC CHAPTER 17 ON THE TYPES OF WORK LISTED IN SECTIONS 1704 AND 1707. SPECIAL INSPECTIONS SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING ITEMS: PERIODIC SPECIAL INSPECTION: 1. ON —SITE STRUCTURAL WELDING (IBC SECTION 1704.3) - - SINGLE —PASS FILLET WELDS NOT EXCEEDING 5/16" 2. HIGH — STRENGTH BOLTING (IBC SECTION 1704.3.3) - - BEARING —TYPE CONNECTIONS CONTINUOUS SPECIAL INSPECTION: 1. CONCRETE (IBC SECTION 1704.4) -- INSTALLATION OF EPDXY OR MECHANICALLY ANCHORED BOLTS INSPECTION NOTES: SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY A CITY INSPECTOR. SPECIALLY INSPECTED WORK WHICH IS INSTALLED OR COVERED WITHOUT THE APPROVAL OF THE CITY INSPECTOR IS SUBJECT TO REMOVAL OR EXPOSURE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST ONE WORKING DAY BEFORE PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. ALL WORK PERFORMED WITHOUT THE REQUIRED SPECIAL INSPECTION IS SUBJECT TO REMOVAL. RELOCATE EXISTING HORIZ. HSS STRONGBACK PER ELEVATION NEW HSS STRONGBACK PER ELEVATION NEW OR EXISTING BAC PLATE 4 "x3/8 "x1' -0" w/ (2) NEW 5/8" DIA. TITEN HD ANCHOR BOLTS 2' TOP EDGE OF OPENING (A, STEEL TUBE BRACE TO WALL CONNECTION SCALES 1" -1' f 2' -8" MINIMUM, TYPICAL 12x12 PILASTER PLAN EXISTING END PLATE 6x xl' -0" w/ (2) % "0x4" TITEN HD ANCHOR BOLTS B. HORIZONTAL STEEL BRACE TO PILASTER CONN. 3/4' -1' -0° SCALE 2' 1/4" BASE PLATE w/ (2) 5/8" DIA TITEN HD ANCHOR BOLTS- EMBED 3i" STEEL BRACE TO FLOOR CONNECTION SCALEt EXISTING HORIZONTAL BRACE RELOCATED ANGLE 3x3x546" x 0' -4" EACH SIDE NEW VERTICAL HSS BRACE STEEL BRACE TO BRACE CONNECTION 1' =1' -0' WALL PANEL AT FRONT OF BUILDING TOP OF PANEL @ 20' -6" ABOVE TOP OF INTERIOR SLAB EXISTING ROOF FRAMING EXISTING REINFORCED PILASTERS APPROX. 12" x 12" SQUARE NEW 3' -4" x 6' -10" (ROUGH OPENING) MAN -DOOR. ND ADDITIONAL REINFORCEMENT REQUIRED AT THIS OPENING. %r 0 EXISTING PANEL JOINT NEW STAIRS @ EXTERIOR BEYOND EXISTING WALL EXISTING INTERIOR SLAB EXTERIOR GRADE ELEVATION RELOCATED EXISTING HORIZONTAL TUBE STEEL SPANS FROM PILASTER TO PILASTER UNBOLT FROM PANEL AND MOVE UPWARD TO CREATE 3' -O" CLEAR ABOVE TOP EDGE OF OPENING EXISTING HORIZONTAL STEEL TUBE C E HATCHED REGIONS INDICATE o E AREAS OF CONCRETE PANEL TO BE REMOVED w oz C I1 NEW HSS5x5x�% \\\\\\\\\ E E\ \ EXISTING \ DOOR E E\ C 4 1o' —o" r EXISTING PANEL JOINT EXISTING VESTIBULE ENCLOSURE EXPANDED OPENING EXISTING WALL FOOTING ELEVATION VIEW OF PANEL OPENINGS ALO 1/4" 1,_0„ NG FAST WALL NOTE: VIEW IS FROM INSIDE LOOKING OUT AT INTERIOR FACE OF WALL PANELS 121 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 3 2011 City of Tukwila BUILDING DIVISION 2" 3' -0" 6' -0" — 0" 3' -0" NEW OPENING EXISTING PILASTER NEW HSS 5x5xYq. STEEL STRONGBACK (VERTICAL) CURRENT 11" CURRENT OPENING 10' -0" EXISTING JAMB & STRONGBACK TO BE REMOVED EXPANDED OPENING NEW HSS 5x5x3 STEEL STRONGBACK (VERTICAL) PLAN VIEW OF PANEL OPENINGS ALONG EAST WALL = 1,_O„ 4 EXISTING PILASTER Ev CITY R OF cEI TUK LA MAY 0 6 2011 PERMIT CENTER w a W C_D Z W J 0 DRAWN PVH CHECKED PVH DATE MAY 3, 2011 SCALE AS NOTED JOB NO. 18PV11 S1