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Permit D12-284 - WESTFIELD SOUTHCENTER MALL - CURRENCY EXCHANGE - KIOSK
CURRENCY EXCHANGE 2800 SOUTHCENTER MALL K-0313 D12-284 CitO. Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206- 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 2800 SOUTHCENTER MALL TUKW Suite No Project Name: CURRENCY EXCHANGE Permit Number: D12-284 Issue Date: 11/13/2012 Permit Expires On: 05/12/2013 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: RICHARD L CHUNG Address: 2800 SOUTHCENTER MALL , TUKWILA WA 98188 Contractor: Name: J E M CONSTRUCTION INC Address: 29506 8TH AVE S , ROY, WA 98580 Contractor License No: JEMCOI *033DD Lender: Name: Address: Phone: 206 246 -0423 Phone: 253 843 -2765 Expiration Date: 05/15/2013 DESCRIPTION OF WORK: 150 SF WALL KIOSK: EXISTING BACK WALL TO RECEIVE MILLWORK FRAME, ILLUMINATED SIGNAGE, AND NEW FINISH ON EXISTING WALL WITHIN THE FRAME. (DISTRIBUTION PANEL TO BE INSTALLED BY LOCAL ELECTRICAL CONTRACTOR & ELECTRICAL PERMIT TO BE PULLED BY LOCAL ELECTRICAL CONTRACTOR.) Value of Construction: $40,000.00 Fees Collected: $1,337.95 Type of Fire Protection: SPRINIU,ERS /AFA International Building Code Edition: 2009 Type of Construction: IIB Occupancy per IBC: 0019 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D12 -284 Printed: 11 -13 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Size (Inches): 0 Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: N Date: I hereby certify that I have read and xami ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie • with, whether specified herein or not. The granting of this permit does not pres _ e to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. / Signature: cri�i.i� Date: C(/ —2C)1 Z Print Name: C \ /+GCJ16//lr This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: 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. 5: Manufacturers installation instructions shall be available on the job site at the time of inspection. 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, doc: IBC -7/10 D12 -284 Printed: 11 -13 -2012 any violation of any of the provisions ofr'." jading code or of any other ordinances of the of Tukwila. Permits presuming to give authority to violate of _ the provisions of the code or other ordinan f 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. 8: ** *FIRE DEPARTMENT CONDITIONS * ** 9: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 10: Post address on kiosk per approved Westfield standards. 11: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 12: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 13: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D12 -284 Printed: 11 -13 -2012 • • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TulcwilaWA.gov Building Permit No. 0 t a Date Application Accepted: Date Application Expires: CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: 2800 SOUTHCENTER MALL Tenant Name: CURRENCY EXCHANGE King Co Assessor's Tax No.: \idr, 24 1 -vOvv Suite Number: K0313 Floor: • 1ST PROPERTY OWNER Name: RICHARD L. CHUNG Name: WES11-.IELD LLC City: TUKWILA State: WA Zip: 98188 Address: 2800 SOUTHCENTER MALL Email: RCHUNG @ US .WES TFIELD .COM City: TUKWILA State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: RICHARD L. CHUNG Address: 2800 SOUTHCENTER MALL City: TUKWILA State: WA Zip: 98188 Phone: (206) 246 -0423 Fax: (206) 244 -8607 Email: RCHUNG @ US .WES TFIELD .COM GENERAL CONTRACTOR INFORMATION Company Name: Address: Address: 1225 NW 17TH AVE. SUITE 104 Cif'- DELRAY BEACH State: FL Zip: 33445 Phone: (561) 272 -4655 Fax: (561) 272 -9968 City: State: Zip: Phone: Fax: City: State: Contr Reg No.: Phone: Exp Date: Tukwila Business License No.: H: Appltcatiox Forms-App4ntmm On lane12011 ApplicanonssPetmit Application Revised - 8- 9- 11.docx Revised: August 2011 m New Tenant: ® Yes 0 .. No ARCHITECT OF RECORD Company Name: STORETECH + co. Architect Name: GLENN CALABRESE Address: 1225 NW 17TH AVE. SUITE 104 Cif'- DELRAY BEACH State: FL Zip: 33445 Phone: (561) 272 -4655 Fax: (561) 272 -9968 Email: GLENN @STORTECHCO.COM ENGINEER OF RECORD Name: SELF FUNDED Address: Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: SELF FUNDED Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 40,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): 150 SQ. FT. WALL KIOSK. EXISTING BACK WALL TO RECEIVE MILLWORK FRAME, ILLUMINATED SIGNAGE, AND NEW FINISH ON EXISTING WALL WITHIN THE FRAME. DISTRIBUTION PANEL TO BE INSTAL) .RD BY LOCAL ELECTRICAL CONTRACTOR & ELECTRICAL PERMIT TO BE PULLED BY LOCAL ELECTRICAL CONTRACTOR. Will there be new rack storage? ❑ Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas. in Square Footage Below. PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0.. ..... No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: in Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes in No If `yes . attach list of materials and storage locations on a separate 8 -1/2 "x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department HAApplinatiotm\Fo,ms- Appltcattom On Lno\201 l Applicauoi\Pemto Application Revised - 8- 9- 11.do¢ Revised: August 2011 bb Page 2 of 4 Existing Interior Remodel Addition to Existing Stricture New Type.of Construction per IBC Type-of Occupancy per IBC 1d Floor 150 11 AA 2°d Floor 3`d Floor Floors thus Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0.. ..... No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: in Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes in No If `yes . attach list of materials and storage locations on a separate 8 -1/2 "x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department HAApplinatiotm\Fo,ms- Appltcattom On Lno\201 l Applicauoi\Pemto Application Revised - 8- 9- 11.do¢ Revised: August 2011 bb Page 2 of 4 PERNIIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER O ` / j �`�t %�� �c Signature: �� /// V �. Date: 7 7i Print Name: Day Telephone: Mailing Address: City State Zip HUpplicetionnFmmt-Applications On Live12011 ApplicationatPefmnil Application Revised - 8.9- 11.doca Revised: Anna 2011 bh Page 4 of 4 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 9202470010 Permit Number: D12-284 Address: 2800 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 08/28/2012 Applicant: CURRENCY EXCHANGE Issue Date: Receipt No.: R12 -03094 Initials: JEM User ID: 1165 Payment Amount: $4.50 Payment Date: 11/13/2012 10:25 AM Balance: $0.00 Payee: JEM CONSTRUCTION, INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 11357 4.50 Authorization No. ACCOUNT ITEM LIST: Description Account. Code Current Pmts STATE BUILDING SURCHARGE 640.237.114 4.50 Total: $4.50 rinn• RA- int -(1R Printari• 11- 11 -2n1 • 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.Tukwila WA .gov RECEIPT Parcel No.: 9202470010 Permit Number: D12-284 Address: 2800 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 08/28/2012 Applicant: CURRENCY EXCHANGE Issue Date: Receipt No.: R12 -02470 Payment Amount: $808.15 Initials: TLS Payment Date: 08/28/2012 08:02 AM User ID: 1670 Balance: $4.50 Payee: STORETECH INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 41320 808.15 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 808.15 Total: $808.15 doc: Receiot -06 Printed: 08 -28 -2012 • ! r-- w City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 9202470010 Permit Number: D12-284 Address: 2800 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 08/28/2012 Applicant: CURRENCY EXCHANGE Issue Date: Receipt No.: R12 -02469 Initials: User ID: Payee: TLS 1670 Payment Amount: $525.30 Payment Date: 08/28/2012 08:00 AM Balance: $812.65 STORETECH INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 41320 525.30 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 525.30 Total: $525.30 doc: Receiot -06 Printed: 08 -28 -2012 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT N0: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: (0 Z 1 1,2 29 kW' c.{ e e k t A,w ll.,A- Type of Inspection: 1-14 it L . Address: Date Called: Special Instructions: Date Wanted:.rrtr I I (2 1 (1 Z • p.r►'. Requester: • Phone No: a 3 -Au -A ?'76'c pproved per applicable codes. Corrections required prior to approval. 4? COMMENTS: Q e v i + -(oz. (fc (,-g sA .> f •4 ri El SPECTION FEE RE4 Date: C1R .k�' 1(/ 2/ RED. Prior to next inspection. fee must be ai at 6300 Southcenter Bt d.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit v/ ?_2_BI/ PERM NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: ('7 //c 2rAi 'j ea",' l' i/ / /Nef Type of Inspection: /:-. - r Al a L Address: 2 000 0 /l,, ?i/ Date Called: Special Instructions: bate d j i 2 p: m� m. Requester: Phone No: E1Approved per applicable codes. Corrections required prior to approval. COMMENTS: ("D tott6 ice. 6,e (Jr- 4.•••• Inspec or: Date} JI l REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: Curt ,•�� cekv, Type of Inspection: Date: i\k\ (ot`Z I ' Fcnc.L Address: ze ov 5,C . ,MA 11 Suite #: K0313 Contact Person: - j .dj IM,tUr 7 f Special Instructions: Phone No.: 253 — (DOG— 59 7._/- Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Date: i\k\ (ot`Z Fire Alarm: ,' Hood & Duct: Monitor: Pre -Fire: f Permits: Occupancy Type:. ' t-.*e l S, .5. V\ -kb C a, C;R- . door win C,c'c . ''c,-,sv,sv- F« R ,i\ 5,,,r --L c L'' .. . Needs Shift Inspection: Sprinklers: Date: i\k\ (ot`Z Fire Alarm: ,' Hood & Duct: Monitor: Pre -Fire: f Permits: Occupancy Type:. ' Inspector: 5t Date: i\k\ (ot`Z Hrs.: \ n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. G,i Billing Address Attn: Company Name: Address: City: State: 1 Zip: Word /Inspection Record Form.Doc 6/1/10 T.F.D. Form F.P. 113 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director August 30, 2012 Richard Chung 2800 Southcenter Mall Tukwila, WA 98188 RE: Incomplete Letter #1 Development Permit Application D12 -284 Currency Exchange — 2800 Southcenter Mall, K -0313 Dear Mr. Chung, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 28, 2012 is determined to be incomplete. Before your application can continue the plan review process the attached/following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have questions concerning the attached comments. Please address the comment above 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. 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 the Permit Center at (206) 431 -3670. Sincerely, `1)pc_j_p Bill Rambo Permit Technician Enclosures File: D12 -284 W:\Permit Center \Incomplete Letters\2012\D12 -284 Incomplete Ltr # 1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 -431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: August 30, 2012 Project Name: Currency Exchange Permit #: D12 -284 Plan Review: Allen Johannessen, Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (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. Provide a clear floor plan of the mall corridor where the Kiosk shall be placed. Provide dimensions to clearly show minimum horizontal separation between Kiosks or groupings thereof and other structures within this vicinity of the mall that shows the Kiosk has a minimum 20 foot clearance between Kiosks and structures or 10 feet clearance on each side of this Kiosk. (IBC 402.10) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • PE T PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 =284 DATE: 09- 13 -1.2 PROJECT NAME: CURRENCY EXCHANGE SITE ADDRESS: • 2800 SOUTHCENTER MALL - K -0313 Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: 48-12- ul ding Division Fire Prevention ggg Public Works ❑ Structural n Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 09 -18 -12 Not Applicable 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 Nj Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 10 -16 -12 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 PERMIT COORD CAPS PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -284 DATE: 08/28/12 PROJECT NAME: CURRENCY EXCHANGE SITE ADDRESS: 2800 SOUTHCENTER MALL, K -0313 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPART EN fl Tdind 'vision ® Fire Prevention -71 Planning 'vision 8 -3o -1 Public Works Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete k DUE DATE: 08/30/12 Not Applicable ❑ Comments: Permit Center Use Only :Q• :t • INCOMPLETE LETTER MAILED: V ' �7V 1� LETTER OF COMPLETENESS MAILED: �./J Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: W' t TUES/THURS ROUTING: I� Please Route ❑ I Structural Review Required I I No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09/27/12 Approved ❑ Approved with Conditions ❑ 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: • • 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: hnp : / /www.ci.tukwila.wa.us 1 REVISION' SUBMITTAL; Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted throe the mail, fax, etc. Date: 9 — I () - 2012 ® Response to Incomplete Letter # ❑ R• esponse to Correction Letter # ❑ R• evision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Plan ChecWPermit Number: D 12 -284 1 ECEIVED Or TUKWILA SP 13212 Project Name: Currency Exchange Project Address: 2800 Southcenter Mall, K -0313 Contact Person: R.lq1 -Aw D L. C NAM Phone Number: ( % OLD) 24(. — OA 2.3 Summary of Revision: K1 t ' `tom 1MMAU_ •,_t_1•� ► '.: 1 uii ► • Sal V-1d LS ALM kV-M A(4 cl AV-tNK c)y1(1? L V.1(--- \Li QV\ 1P3c. 4ez p\O Sheet Number(s): i0 M ) • 0 "Cloud" or highlight all areas of revision including date of Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 1097 \applications \fonns - applications on Iine\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Printer 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 J E M CONSTRUCTION INC UBI No. 601770782 Phone 2538432765 Status Active Address 29506 8Th Ave S License No. JEMCOI'033DD Suite /Apt. License Type Construction Contractor City Roy Effective Date 3/4/1997 State WA Expiration Date 5/15/2013 Zip 98580 Suspend Date County Pierce Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date MILLER, JAMES E President 01/01/1980 Amount 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 3 CBIC SA7695 03/01/2002 Until Cancelled $12,000.00 03/19/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 13 American States Insurance Co 01C12205491 04/16/2011 04/16/2013 $1,000,000.00 04 /13/2012 12 AMERICAN STATES INS CO 01C1220549 04/16/2009 04/16/2011 $1,000,000.00 04 /21/2010 11 AMERICAN STATES INS CO 01C1220549 04/16/2009 04/16/2010 $1,000,000.0004 /17/2009 10 0010 CAS INS BL053040470 12/02/2008 12/02/2009 $1,000,000.00 11/20/2008 9 OHIO CAS INS BL00353040470 12/02/2003 12/02/2008 $1,000,000.00 11/27/2007 Summons /Complaint Information Cause County Complaint Judgment Status Payment Paid By 10 -2- 11928 -6 BROOKDALE LUMBER INC InterPlead: No PIERCE Date: 08/16/2010 Amount: $10,795.92 Bond(s): SA7695 Date: Amount: $0.00 Dismissed Date: Amount: Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions /Citations Information No records found for the previous 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 11/13/2012 LAST SAVED: 9/10/12 CURRENCY EXCHANGE KIOSK WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE WA 98188 SPACE # K0313 LOCATION MAP VICINITY MAP HORIZONTAL CLEARANCE PLAN F NORDSTROM n1QC r� ct r i c3 c D cl cti _ (_D;iir b 's -. CURRENCY ... EXCHANGE KIOSK`— _ i''�`$ a `� ■ SPACE # K0313 �"� V tJh The document is diagrammatic and is intended only to show the demised may he required from time to '.'me. Tenant space dimensions, M1\ premises of the project (hatched oreo.) It does not purport to show unless otherwise noted are to U,e centerlines of tenant partitions exact dimensions nor the final location of any mechanical, electrical, and column grids. face of exterior wolfs and to the outside face of i structural or architectural element. Further, the landlord reserves the service area partitions adjacent to the tenant space (alz. corridors, right to odd. eliminate or modify any such element, o dosets, and stairs) PROJECT ADDRESS: WESTFIELD SOUTHCENTER SPACE # K0313 2800 SOUTHCENTER MALL SEATTLE WA 98188 Stern {t St) t .ote: Fun Cone RevAtoar r $au Peet No. ir:E72 Pl?n r Niew approval is subject to errors and omissions. A 0 construction documents does net authhrJ - J " <utian at any adopted code or ordinance. eGe pt 4 proved Field Copy and conditions is acknowledged: RE %EWED FOR CODE COMPLIANCE APPROVED SEP 2 5 2012 City of(T BUILDING -1 kwita iIVISION 172 SOSAL C OS W85000" tirtderr atuwd SPACE # 4313 W849!;OO CITY OF TUKWILA PROJECT INFORMATION PRIMARY OCCUPANCY CLASSIFICATION GROUP B, BUSINESS CONSTRUCTION TYPE COMMON AREA KIOSK NUMBER OF STORIES N/A BUILDING HEIGHT N/A TENANT SQ. FOOTAGE 150 SQ.FT. PER LEASE OCCUPANT LOAD N/A SE INCOMPLETE 2E€ M A2.3 ELECTRICAL / SECURITY PLAN 9_TR #..4 F-1 A2.4 FIRE RATING DOCUMENTS Cn 0 N 1 24., 2 c w 0 Z 1 0 X w >mi. 0 Z w Cr CC D 0 PROJECT NO: - DESIGNED BY: ALG CHECKED BY: OGC SCALE: AS NOTED DATE: 8 -22- 2012 FLORIDA NO. IB26000750 ORLANDO GLENN CALABRESE LICENSURE COVER SHEET SHEET NO. A0•0 1 OF F NORDSTROM n1QC r� ct r i c3 c D cl cti _ (_D;iir b 's -. CURRENCY ... EXCHANGE KIOSK`— _ i''�`$ a `� ■ SPACE # K0313 �"� V tJh The document is diagrammatic and is intended only to show the demised may he required from time to '.'me. Tenant space dimensions, M1\ premises of the project (hatched oreo.) It does not purport to show unless otherwise noted are to U,e centerlines of tenant partitions exact dimensions nor the final location of any mechanical, electrical, and column grids. face of exterior wolfs and to the outside face of i structural or architectural element. Further, the landlord reserves the service area partitions adjacent to the tenant space (alz. corridors, right to odd. eliminate or modify any such element, o dosets, and stairs) PROJECT ADDRESS: WESTFIELD SOUTHCENTER SPACE # K0313 2800 SOUTHCENTER MALL SEATTLE WA 98188 Stern {t St) t .ote: Fun Cone RevAtoar r $au Peet No. ir:E72 Pl?n r Niew approval is subject to errors and omissions. A 0 construction documents does net authhrJ - J " <utian at any adopted code or ordinance. eGe pt 4 proved Field Copy and conditions is acknowledged: RE %EWED FOR CODE COMPLIANCE APPROVED SEP 2 5 2012 City of(T BUILDING -1 kwita iIVISION 172 SOSAL C OS W85000" tirtderr atuwd SPACE # 4313 W849!;OO CITY OF TUKWILA PROJECT INFORMATION PRIMARY OCCUPANCY CLASSIFICATION GROUP B, BUSINESS CONSTRUCTION TYPE COMMON AREA KIOSK NUMBER OF STORIES N/A BUILDING HEIGHT N/A TENANT SQ. FOOTAGE 150 SQ.FT. PER LEASE OCCUPANT LOAD N/A CODE DATA APPLICABLE CODES: ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS AND DRAWINGS, AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS OF ALL GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL BE AT THE EXPENSE OF THE SUBCONTRACTOR, SUBJECT TO THE RECEIPT OF AN AFFIDAVIT OR LETTER FROM THE GOVERNING BODY AND LANDLORD PRIOR APPROVAL OF ANY ADDITIONAL COST TO BE INCURRED. ALL PERMITS & LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR INVOLVED. APPLICABLE CODES INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: WASHINGTON STATE BUILDING CODE The State Building Code (SBC) is the minimum construction requirement for the state of Washington and includes: 2009 International Building Code with statewide amendments ICC /ANSI A117.1 -03, Accessible and Usable Buildings and Facilities, with statewide amendments 2009 International Mechanical Code with statewide amendments 2008 Liquefied Petroleum Gas Code (NFPA 58) 2009 National Fuel Gas Code (NFPA 54) for 2009 International Fire Code with statewide amendments 2009 Uniform Plumbing Code with statewide amendments 2009 Washington State Energy Code 2009 International Existing Building Code with statewide amendments 2008 National Electrical Code (NFPA 70) SYMBOL LEGEND - NOTE TAG REFERENCING KEY NOTES ON PLANS - ELEVATION MARK - ENLARGED PLAN DETAIL MARK - SECTION MARK 'SIM' - SIMILAR 'OH' - OPPOSITE HAND - EXISTING CONSTRUCTION - NEW CONSTRUCTION - EXISTING TO BE REMOVED - 1 -HR. RATED PARTITION - REVISION TAG SEPARATE PERMIT REQUIRED FOR: 'Mechanical aElectrical Plumbing IX Gas PION) City of Tukwila BUILDING DIVISION 1 ABBREVIATIONS HORIZONTAL CLEARANCE PER (IBC 402.10) ACT A/E- AFC- AFF- ARCH - BFC- BLKG - BOB- BLDG - BO- CAB- CLG- CL- CT CLR- COL- CONC - DTL- DIA- DIM- DWG- EA- EWC- EWH- EQUIP - E- FOC- FLR- FBC- FEC- FF- FFE- FH- FIXT FT GC- GWB- HDWR- ACOUSTIC CEILING TI .-E ARCHITECT AND /OR ENGINEER ABOVE FINISHED CEILING ABOVE FINISHED FLOOR ARCHITECTURAL BELOW FINISHED CEILING BLOCKING BOTTOM OF BEAM BUILDING BY OWNER CABINET CEILING CENTER LINE CERAMIC TILE CLEAR /CLEARANCE COLUMN CONCRETE DETAIL DIAMETER DIMENSION DRAWING EACH ELECTRIC WATER COOLER ELECTRIC WATER HEATER EQUIPMENT EXISTING FACE OF CABINET FLOOR FLORIDA BUILDING CODE FIRE EXTINGUISHER CABINET FINISHED FLOOR FINISHED FLOOR ELEVATION FIRE HYDRANT FIXTURE FOOT /FEET GENERAL CONTRACTOR GYPSUM WALL BOARD HARDWARE HVAC- HEATING VENTILATING AIR CONDITIONING HC- HOLLOW CORE HM- HOLLOW METAL HORZ- HORIZONTAL HB- HOSE BIBB HW- HOT WATER HR- HOUR INFO- INFORMATION INSUL- INSULATION LL- LANDLORD MO- MASONRY OPENING MAX- MAXIMUM MECH- MECHANICAL MEP- MECHANICAL, ELECTRICAL, PLUMBING MTL- METAL MIN- MINIMUM MR- MOISTURE RESISTANT NA- NOT APPLICABLE NIC- NOT IN CONTRACT NTS- NOT TO SCALE OH- OPPOSITE HAND P- PAINT PLAM- PLASTIC LAMINATE PIV- POST INDICATOR VALVE PP- POWER POLE QT- QUARRY TILE R- REFLECTED CEILING PLAN RCP- REQUIRED SCO- SANITARY CLEANOUT SMH- SOLID CORE SC- TO BE DETERMINED TBD- UNLESS NOTED OTHERWISE UNO- UNDERWRITERS - UL- LABORATORIES VB- VAPOR BARRIER VIF- VARIFY IN FIELD 1-____ ,_ REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. lnT ": nevisiens will require a new plan submittal and may include additional plan reyiew fees. r PROJECT CONTACTS CLIENT MATTHEW SCHILLO 4901 VINELAND RD. SUITE 580 CHIEF OPERATING OFFICER ORLANDO, FL 32811 CURRENCY EXCHANGE (407) 240 -0224 INTERIOR DESIGNER STORETECH construction (utudng design STORETECH, INC. 1225 N.W. 17th AVENUE, SUITE 104 DELRAY BEACH, FL 33445 (561) 272 -4655 CONTACT: GLENN CALABRESE APPROVALS BY CURRENCY EXCHANGE REQUIRED DESIGN APPROVED BY: X DATE: DIMENSIONS APPROVED BY: x DATE: MATERIALS APPROVED BY: x DATE: DRAWING INDEX SHEET NO. SHEET TITLE REVISIONS ARCHITECTURAL A0.0 COVER SHEET 9.10.12: ADDED CLEARANCE PLAN RE A2.1 FLOOR PLAN AND ELEVATIONS CITY A2.2 ELEVATIONS AND DETAILS SE INCOMPLETE 2E€ M A2.3 ELECTRICAL / SECURITY PLAN 9_TR #..4 A2.4 FIRE RATING DOCUMENTS Cn 0 N 1 24., 2 c ti. CEIVED F TUKWILA 1 3 2012 T CENTER 7 L .. STORETECH design construction fixturing 1225 N.W. 17th Avenue Suite 104 Delray Beach, FL 33445 Ph. (561) 272 -4655 Fx. (561) 272 -9968 License #: I B26000750 MARK REVISION DATE AHORIZONTAL CLEARANCE 9 -10 -12 Cn 0 w 0 Z 1 0 X w >mi. 0 Z w Cr CC D 0 PROJECT NO: - DESIGNED BY: ALG CHECKED BY: OGC SCALE: AS NOTED DATE: 8 -22- 2012 FLORIDA NO. IB26000750 ORLANDO GLENN CALABRESE LICENSURE COVER SHEET SHEET NO. A0•0 1 OF FINISH SCHEDULE MILLWORK AND CABINETRY SYM. DESCRIPTION MANUFACTURER PRODUCT NAME / # COLOR MATERIAL / FINISH REMARKS WD1 VENEER ABET LAMINATI 1724 SEI DUE SATIN COUNTERTOPS SS1 I SOLID SURFACE I AVONITE SURFACES I F1 -8016 I WHITE 1 FOUNDATIONS COLLECTION I COUNTERTOPS METAL STS STAINLESS STEEL CHEMETAL 927 ( LIGHT STAINLESS STEEL 1 STAINLESS STEEL I TOE KICK / FRAME PAINT PT-1 PAINT 1 SHERWIN WILLIAMS 1 PURE WHITE 7005 SIGN BOX WALLCOVERING WC1 VINYL WALLCOVERING WOLF CORDON 1 TRINITY 751.11 N/A CABINET PULLS RICHELIEU 1 2213175 CHROME CHROME HARDWARE - ALL FINISH MATERIALS AND CONSTRUCTION MATERIALS TO BE CLASS A FIRE RATED. - ALL WOOD CONSTRUCTION TO BE FIRE RETARDANT TREATED PLYWOOD. FLOOR ANCHORING DETAIL AT BASE. REFER TO DETAIL 1 GENERAL NOTES: 1. CONTRACTORS SHALL NOT SCALE THESE DRAWINGS FOR CONSTRUCTION PURPOSES. IN THE EVENT OF OMISSION OF NECESSARY DIMENSIONS OR INFORMATION, CONTRACTOR SHALL NOTIFY ARCHITECT. FIGURED AND CALCULATED DIMENSION TAKES PRECEDENCE OVER SCALED MEASUREMENTS. DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. ALL PLAN DETAILS AND WALL SECTIONS ARE ASSUMED TO BE TYPICAL CONDITIONS UNLESS DETAILED OR NOTED OTHERWISE. 2. VERIFY ALL DIMENSIONS, CONDITIONS, AND GRADES AT JOB SITE. ALL CONTRACTORS SHALL COORDINATE THEIR WORK WITH OTHER TRADES AND REPORT DISCREPANCIES PRIOR TO THEIR CONSTRUCTION TO THE ARCHITECT FOR REVIEW AND CLARIFICATION OR ACTION. 3. VERIFY SIZE, LOCATIONS AND CHARACTERISTICS OF ALL EQUIPMENT TO BE FURNISHED WITH MANUFACTURERS OR SUPPLIERS BEFORE BEGINNING CONSTRUCTION. 36" H 4'- 21/2" 10'- 91/2" X 2 STEEL ANGLE W/ (2) 3 X 1 FLAT HEAD SCREWS AT CABINET AND (1) HILTI KB-TZ ANCHOR X 2" MIN.EMBEC TO FLOOR - TYP. (8) LOCATIONS -(2) EA. SIDE FLOOR PLAN SCALE: 1/2" = 1' -0" 1 FLOOR CONNECTION \1 SCALE: 1:18.09 BACK WALL PROVIDED BY LANDLORD. FINISHED BY LANDLORD EXISTING WALL SIGN BACK PANEL. 'INTERNATIOINAL' POLISHED METAL APPLIED LETTERS (NON - ILLUMINATED) REVERSE CHANNEL, BACK ILLUMINATED SIGNAGE. PIN MOUNTED OFF FACE OF PANEL. BLACK ALUMINUM BACK WALL SIGN BACK PANEL. REVERSE CHANNEL BACK ILLUMINATED SIGNAGE. PIN MOUNTED OFF FACE OF PANEL 'INTERNATIOINAL' POLISHED METAL APPLIED LETTERS (NON - ILLUMINATED) 'CURRENCY EXCHANGE' REVERSE CHANNEL BACK ILLUMINATED SIGNAGE. PIN MOUNTED OFF FACE OF PANEL. BLACK METAL BLADE SIGN. COUNTER SECURITY CAMERA UNDER FRAME BLADE SIGN 'INTERNATIOINAL' POLISHED METAL APPLIED LETTERS (NON - ILLUMINATED) MILLWORK FRAME SIGN BACK PANEL FRAME. 3/8" TEMPERED GLASS DIVIDER. BUTT JOINTED, SUPPORTED BY U- CHANNELS RECESSED INTO SOLID SURFACE EXCHANGE RATES MONITOR'S. 24.5" W x 37" H x 2" D. FLUSH WITH FACE OF FRAME. SECURITY CAMERA UNDER FRAME 3/8" TEMPERED GLASS DIVIDER . BUTT JOINTED, SUPPORTED BY U- CHANNELS RECESSED INTO SOLID SURFACE FRAME. 3/8" TEMPERED GLASS DIVIDER AT 18" SUPPORTED BY U- CHANNELS 6 "H. x 12 "W. CUT OUT IN GLASS FOR MONEY EXCHANGE 3/8" TEMPERED GLASS DIVIDER. BUTT JOINTED, SUPPORTED BY U- CHANNELS RECESSED INTO SOLID SURFACE UNDER CABINET LIGHTING UNDER CABINET LIGHTING UNDER CABINET LIGHTING LAST SAVED: -FTFCEIVED CITY OF TUK4VILA.. ACCESS DDQR I 3 2012 PERMIT CENTER SCALE: 1/2" = 1' -0" L STORETECH design construction fixturing 1225 N.W. 17th Avenue Suite 104 Delray Beach, FL 33445 Ph. (561) 272 -4655 Fx. (561) 272 -9968 License #: IB26000750 MARK REVISION DATE _ _ _ .. _ (f) 0 w 0 z 1 0 X w>- 0 z WEr cc 0 PROJECT NO: - DESIGNED BY: ALG CHECKED BY: OGC SCALE: AS NOTED DATE: 8 -22- 2012 FLORIDA LICENSURE NO. IB26000750 ORLANDO GLENN CALABRESE FLOOR PLAN AND ELEVATIONS SHEET NO. A2.1 2.. 04 LAST SAVED: EXCHANGE RATES MONITORS. 24.5" W x 37" H x 2" D. FLUSH WITH FACE OF FRAME. FRAME. STS FAC.N.ANS<F, RATz'.fi EXCHANGE RATES MONITORS RECESSED IN MILLWORK FRAME 3/8" TEMPERED GLASS DIVIDER. BUTT JOINTED, RECESSED U- CHANNEL INTO SOLID SURFACE — BACK WALL ----/ NEW DISTRIBUTION PANEL. HEIGHT TO ALIGN WITH EXISTING ACCESS PANEL EXISTING ACCESS PANEL 0 +1- 42' A.F.F. (V.I.E) ELEVATION SCALE: 1/2" = 1' -0" EXISTING MALL WALL REVERSE CHANNEL, BACK ILLUMINATED SIGNAGE. PIN MOUNTED OFF FACE OF PANEL WC1 3/8" TEMPERED GLASS DIVIDER. BUTT JOINTED, SUPPORTED BY U- CHANNELS INSIDE OF FRAME. STS ELEVATION WD1 SCALE: 1/2" = 1' -0" UNDER CABINET LIGHTING 318" TEMPERED GLASS DIVIDER. BUTT JOINTED, SUPPORTED BY U- CHANNELS pXtSTING MALL WALL REVERSE CHANNEL, BACK ILLUMINATED SIGNAGE. PIN MOUNTED OFF FACE OF PANEL TOP HINGED FACE FOR ACCESS TO MONITORS EXCHANGE RATES MONITOR RECESSED IN FRAME FRAME WD -1 1 Issi 1 ELEVATION IWD1 1 SCALE: 1/2" = 1' -0" KEYED DRAWER LOCK (TYP) WD1 SS1 6 "H. x 12 "W. CUT OUT IN GLASS FOR MONEY EXCHANGE 3/8" TEMPERED GLASS DIVIDER AT 18" SUPPORTED BY U- CHANNELS TRASH CAN vi UNDER CABINET LIGHTING TELLER SAFE (SEE SPECS A 2.5) ELEVATION MANAGERS SAFE (SEE SPECS A 2.5) STS CASH DRAWER TO BE MOUNTED UNDER COUNTER. NO DRAWER FACE TO BE INSTALLED. 3/8" TEMPERED GLASS DIVIDER. BUTT JOINTED, SUPPORTED BY U- CHANNELS SCALE: 1/2" = 1' -0" r 'INTERNATIONAL' LASER -CUT, NON ILLUMINATED SIGNAL F. APPLIED TO FACE OF DECORATIVE PANEL BRUSHED ALUMINUM REVERSE CHANNEL, BACK ILLUMINATED SIGNAGE. PIN MOUNTED OFF FACE OF DECORATIVE PANEL BLACK 116 5/8" 109 15/16" 591/8" SIGNAGE DETAIL 1 1 SCALE: 11/2 " = 1' -0" r J 1 BASE DETAIL CSCALE: 3" = 1' -0" REVIEWED ANCE CODE COMPLIANCE SEP 2 5 2012 City of Tukwila BUILDING DIVISION 24" SUPPORTED BY METAL RODS ATTACHED TO FRAME. (RODS TO HOUSE ELECTRICAL WIRING ) BLADE SIGN �D SCALE: 1/2" = 11-0" PUSH THROUGH, WHITE ILLUMINATED LETTERS. . * *TYPICAL BOTH SIDES. ALUMINUM HOUSING OUTER OVAL: BRUSHED ALUMINUM FINISH. INNER OVAL: BLACK FINISH SIGN BACK PANEL. 1 PT -1 1 REVERSE CHANNEL, BACK ILLUMINATED SIGNAGE. PIN MOUNTED OFF FACE OF DECORATIVE PANEL BLACK GLOSS FINISH 'INTERNATIONAL LASER -CUT, NON ILLUMINATED SIGNAGE. APPLIED TO FACE OF DECORATIVE PANEL BRUSH ALUMINUM FINISH 1 C SIGNAGE SECTION B_, SCALE: 11/2 " = 1' -0" 3" J 4,' BLADE SIGN ALUMINUM HOUSING, BRUSHED ALUMINUM FINISH. BLACK METAL FINISH PUSH THROUGH, WHITE ILLUMINATED LETTERS. * *TYPICAL BOTH SIDES. FRAME BEYOND SCALE: 1/2" = 1' -0" T T 1 1 1 1 1 1 1 1 1 1 RECEIVED CITY OF SEP 1 3 2012 PERMIT LEI-,; A‘ L STORETECH design construction fixturing 1225 N.W. 17th Avenue Suite 104 Delray Beach, FL 33445 Ph. (561) 272 -4655 Fx. (561) 272 -9968 License #: IB26000750 MARK REVISION DATE _ _ SEATTLE WA 98188 SPACE # K0313 CD 0 w 0 z 1 0 X w>-- 0 z W CC OC D 0 PROJECT NO: - DESIGNED BY: ALG CHECKED BY: OGC SCALE: AS NOTED DATE: 8 -22- 2012 FLORIDA NO. IB26000750 ORLANDO GLENN CALABRESE LICENSURE Illk vim, %PA ELEVATIONS AND DETAILS SHEET NO. A2.2 J -BOX MOUNTED IN FRAME. PROVIDED BY LANDLORD FOR ILLUMINATED SIGNAGE SECURITY CAMERA. COORDINATE EXACT LOCATION WITH OWNER OUTLETS AND DATA CONCEALED BEHIND MONITORS. COORDINATE EXACT LOCATION WITH MONITOR INSTALLER. EXISTING ACCESS PANEL @ APPROX. 3' -6" A.F.F. SECURITY CAMERA. COORDINATE EXACT LOCATION WITH OWNER NEW SUB PANEL ALIGN HEIGHT WITH EXISTING ADJACENT ACCESS PANEL PROVIDE TIME CLOCK FOR OWNER PROVIDED SIGNAGE. OUTLET AND PHONE CONCEALED IN LOWER CABINET. 36" H 36" H LAST SAVED: ELECTRICAL PLAN SCALE: 1/2" = 1' -0" GENERAL NOTES: 1 • CONTRACTORS SHALL NOT SCALE THESE DRAWINGS FOR CONSTRUCTION PURPOSES. IN THE EVENT OF OMISSION OF NECESSARY DIMENSIONS OR INFORMATION, CONTRACTOR SHALL NOTIFY ARCHITECT. FIGURED AND CALCULATED DIMENSION TAKES PRECEDENCE OVER SCALED MEASUREMENTS. DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. ALL PLAN DETAILS AND WALL SECTIONS ARE ASSUMED TO BE TYPICAL CONDITIONS UNLESS DETAILED OR NOTED OTHERWISE. 2. VERIFY ALL DIMENSIONS, CONDITIONS, AND GRADES AT JOB SITE. ALL CONTRACTORS SHALL COORDINATE THEIR WORK WITH OTHER TRADES AND REPORT DISCREPANCIES PRIOR TO THEIR CONSTRUCTION TO THE ARCHITECT FOR REVIEW AND CLARIFICATION OR ACTION. 3• VERIFY SIZE, LOCATIONS AND CHARACTERISTICS OF ALL EQUIPMENT TO BE FURNISHED WITH MANUFACTURERS OR SUPPLIERS BEFORE BEGINNING CONSTRUCTION. 4. TENANT TO CORE DRILL AND BRING STUBBED UTILITIES WITHIN DESIRED LOCATION. 5. NO PLUGS ARE TO BE VISIBLE ON EXTERIOR/ COMMON AREA OF KIOSK. ELECTRICAL KEY NOTES: MARK 0 <V mqj 110 VOLT DUPLEX OUTLET ' "" `�'! ACCESS PANEL / DISTRIBUTION PANEL --a TELEPHONE OUTLET —0 CABLE JACK —IS- JUNCTION BOX FOR DATA CABLING OJUNCTION BOX DISTRIBUTION PANEL / ACCESS PANEL NOTES: 1 • DISTRIBUTION PANEL REQUIRED AT KIOSK 2. ELECTRICAL AVAILABLE AT SWITCHGEAR TMBJ -4, 120/208V SERVICE 3• EXISTING 2" EMPTY CONDUIT FROM PREMISES TO GEAR LOCATION 4. CONTINUATION OF THE CONDUIT TO THE APPROPRIATE GEAR SECTION REQUIRED 5. METER FROM LOCAL UTILITY REQUIRED (1T TO SET UP ACCOUNT - PUGET SOUND ENERGY) 6• CONDUCTORS FROM GEAR TO DISTRIBUTION PANEL REQUIRED 7. s DATA CONDUIT EXISTING TO SERVICE CORRIDO HOUSING TELEPHONE D -MARC 8. CAT 5 LINES REQUIRED 9. PUNCH -DOWN BY TELEPHONE COMPANY REQUIRED 10. LOCATION IF D -MARC IS ADJACENT TO SWITCHGEAR TMBJ -4 11. ALL CONDITIONS TO BE VERIFIED IN FIELD NOTE ELECTRICAL CONTRACTOR TO PULL 'OVER COUNTER PERMIT' FOR THE REQUIRED WORK AS LISTED ABOVE. GENERAL NOTES: 1, CONTRACTORS SHALL NOT SCALE THESE DRAWINGS FOR CONSTRUCTION PURPOSES. IN THE EVENT OF OMISSION OF NECESSARY DIMENSIONS OR INFORMATION, CONTRACTOR SHALL NOTIFY ARCHITECT. FIGURED AND CALCULATED DIMENSION TAKES PRECEDENCE OVER SCALED MEASUREMENTS. DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. ALL PLAN DETAILS AND WALL SECTIONS ARE ASSUMED TO BE TYPICAL CONDITIONS UNLESS DETAILED OR NOTED OTHERWISE. 2. VERIFY ALL DIMENSIONS, CONDITIONS, AND GRADES AT JOB SITE. ALL CONTRACTORS SHALL COORDINATE THEIR WORK WITH OTHER TRADES AND REPORT DISCREPANCIES PRIOR TO THEIR CONSTRUCTION TO THE ARCHITECT FOR REVIEW AND CLARIFICATION OR ACTION. 3. VERIFY SIZE, LOCATIONS AND CHARACTERISTICS OF ALL EQUIPMENT TO BE FURNISHED WITH MANUFACTURERS OR SUPPLIERS BEFORE BEGINNING CONSTRUCTION. 4. SECURITY CAMERAS ARE OWNER SUPPLIED. 5. DEADBOLT INSTALLED ON ENTRY GATE IS OWNER SUPPLIED. 6. ALARM SYSTEM IS OWNER SUPPLIED. MARK ELECTRICAL KEY NOTES: DATE PANIC DEVICE SECURITY CAMERA TO DVR 6.10.11 P GLASS PARTITION SECURITY CAMERA SPECIFICATIONS: Axis Communications M30 Network Camera Series (or similar) Channel H.264 Digital Video Recorder (DVR) - 120FPS 13.5 "x10 "x 3" 6.30.11 SAFE SPECIFICATIONS: SIGN ADD ON r s 24" H x 14" W x 14" D Depository Manager's Safe 14" H x 14" W x 14" D Teller Safe 4 Drawer lock Drilling Diameter 22 mm (55/64 in) Color / Finish Chrome , 1 _;. 1 1 , 1 , : 5 E ` i c < L c L k c REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 5 2012 City of Tukwila BUILDING DIVISION CASH DRAWER SPECIFICATIONS: (1) 0 Aga¢- b 1),...... )......62., 17 -3/4 "W x 3 -3/4 "H x 15 -3/4 "D Two MMF Industries 225106001 Model 1060 Touch - Button Large Steel Cash Drawer (Black) Mounted under counters, above cabinets. i CASH DRAWER SPECIFICATIONS: 16' ROLL SMD3528 LED STRIP / 12V DC WARM WHITE RECEIVED 48W LED DRIVER CITY OF T LI K W l DC -M CONNECTION SEP 1 1 2017 ;PERIVlI T CEN i EF likiliSL STORETECH design construction fixturing 1225 N.W. 17th Avenue Suite 104 Delray Beach, FL 33445 Ph. (561) 272 -4655 Fx. (561) 272 -9968 License #: IB26000750 MARK REVISION DATE A 2.5 SECURITY PLAN 6.10.11 GLASS PARTITION 6.16.11 GLASS PARTITION/ MATERIAL; 6.30.11 SIGN ADD ON 7.7.11 , 1 _;. 1 1 , 1 , : 5 E ` i c < L c L k c _ (1) 0 W 0 z 1 0 x uJ >- 0 z W cc cc D 0 PROJECT NO: - DESIGNED BY: ALG c CHECKED BY: OGC c c SCALE: AS NOTED o DATE: 8 -22- 2012 c 0 u a F < U c 2 C C � H U C a a 2 e FLORIDA LICENSURE NO. IB26000750 ORLANDO GLENN CALABRESE w ELECTRICAL / SECURITY PLAN 5 a a SHEET NO. A2.3 1 OF r LAST SAVED: STORETECH design construction fixturing 1225 N.W. 17th Avenue Suite 104 Delray Beach, FL 33445 Ph. (561) 272 -4655 Fx. (561) 272 -9968 License #: 1B26000750 SS1 WD1 DATE Technical Data Technical Data Product S pee i fi cat i o n Product S pee i fi cat i o n OUND%I►T :ONS ' casramst eerdirnensonsavarrabtefarFarrdaianr* seewwwwoniresurtocescam /eustamsfeets /arderarls . Typical Results Typical Results Typical Results Standard SheetThickness: 1 /2 " {l3mm),1 /4 "(6inm),1 /8'(3mm} Property Foundations studio Collection class ammo Collection class to rest method ' . x i A 2.5 SECURITY PLAN ABET LAMINATI' I I I ABET LAMINATI II I I ABET LAMINATI II I I 7.7.11 Resistenza alle macchie Resistance to staining EN 438 -2.26 aspetto grupp) 1 -2: appearance groups 1-2 aspetto gruppo 3 annenrance mono 3 grado rating Z 4 CO 0 lll� SCHEDA INFORMATIVA PRODOTTO \ INFORMATIVE TECHNICAL SHEET PRINT HPL F1 ABET Wood (WTF) 0 w>- 0 z W oc cc D 0 COMPORTAMENTO AL FUOCO FiRE PERFORMANCE PROJECT NO: Solidith dei colors all. lute Lightfastness EN 438/2.27 contrasto contrast scala grigi grey scale 2* SCALE: AS NOTED DATE: 8 -22- 2012 METODO DI PROVA NORMA CLASSIFICAZIONE FIRE RATING DOCUMENTS J ' Sia per le impiallacciature "naturali" this "precomposte ", trattandosi d' veto legno, la sofiditk del colore pub variare, a livelli anche important', nel tempo e secondo la difference es osizione P Po P P alia lute, ed anche a seconda del tipo e provenienza del legno utilizza o. In particolare, le essenze esposte a lute diretta e violenta possono subire una rapida e irregolare modifica del colore naturale; ma anche i1 calore e I'umidita, interagendo con la luteossono accelerare it , possono processo. In parlicolare, le essenze 1716 - 1721 - 1726 -1727 possono subire una variazione al limits del r di norms. • Both del requisito eq tural" and "reconstituted" veneers, being real wood, differences in light fastness performances may occur - also at a remarquable extent - in the course of time and according different n light exposure, re and also depending on the wood species and the source of to the d e e t g t e po u , a p rig p wood. In pamcular, when exposed to direct and strong light, veneers can undergo sudden and irregular changes in the original colour; also heat and humidity interacting with light can accelerate the process. In particular, veneers 1716- 1721 - 1726 -1727 may undergo a variation near the limit of the Standard requirement. Piccolo fiamma a pannello radiants Small flame and radiant panel UNI 8457, 9174, 9177 classe 1 class i Laminato decorativo ad alta pressione costituito da una superficie di veto legno protetto da uno strata di resina termoindurente e da strati di carts impregnati di resine termoindurenti. II tutto sottoposto all'azione combinata di alta pressione e calore in apposite presse ove avviene la policondensazione delle resine. Retro idoneo all'incollaggio. Materiale con particolari caratteristiche di comportamento al fuoco. Materiale idoneo per appllcazjonj in ambienti jntemi. High pressure decorative laminate made up of a surface layer of genuine wood protected with thermosetting resin and of layers of paper sheets impregnated with thermosetting resins. All submitted to the combined action of pressure and heat, in special press which results in potycondensabon of the resins. Back side Suitabie for gluing. Material having the property of particular fire behaviour. Material suitable for indoor applications. Epiradiatore Epiradiateur NF P 92-501 MI testato su supporto incombustibile tested on noncombustible substrate Densith e tossicith fumi Smoke density and toxicity NF F 16 -101 F1 Rilascio calore Heat release IMO Res. A 653 16 ( ) poses pass Standard Sheet Dimensions. 1/2 (13mm) 30 X 144 (762mm x 3658mm) ;; •. , � r � Standard Street Dimensions. tf4 (6mm) 36 x 96 {g14mm X 2,438mm) , ea 60 "x 72 "(1,524mm x 1829mm) Thickness Tested Standard Sheet Dimensions: 1/8 "(3mm) 30 "x 144 "(762mm x 3,658mm) Specific Gravity Water absorption (24hrs.) E 1 . ,,. ,.. _ , ...°... ;., .. � rr €,r Standard Sheet Thickness: t /2'(13mm) Milanai. , .. <a.. -.. -< • < „,E,1 Sh t f e ions: is 3m 36 "x 124 34m x 3 ' 8 m Standard tie D m ns lfZ, 41- m} (9 m U4 m } Tensile strengtk Tensile Modulus ngati Tensile Elongation `� 0.500' 1.6 0.04% 1r�:�� ,,: P,_ . •.,a -• ,•. .. . q xxzpsi „MOO, psi ? 1 i6 ;lio0o ps1, 1 - _.1(xlwo s, .. -._. , P 6fi - , 86 ; 1.40 f1145linch p.ta fttos inch 50 Inches E9.1 ' m Mr 1 <� - s.-- - -<a�' ,<,..,,,:�iE�„ 200 °F 23 X`As inlin. °F No Effect No Effect <25 <25 96 (said colors) 67 (patterns) 20 155 ... Pass ' No Et%cr Pa : Pass No Effect r NSF 5901 oved AAp Does not support microbial Disinfected surface does`not suppo t tiff '' Acceptable Pass Pass : _ 0500• 16 0.03% ,ate s� .5, r §2 ___ ,.,.- ,<,,L., ,,.T, 3 00 psi 1200A00 psi 6500 6500 psi 1 -zoo sl ! , AOOP , ....611 � 0:67 ft.lbSiinch ass tt IbsllncF >150 >150 Inches : rot u /f r rE , „ � � y ,.., .. .. < - -:.. 180 °F 2.1 X 10'in /in. °F No Effect No Effect <25 <25 62.25 20 155 Pass Na Effeer Pass Pass No Effect F NS s0A roved Approved Does not support microbial Disinfected surface aces not supporrHN Acceptable Pass lass �A 0500' 13 004% 2 300 ps1 0.3446 0,000 psI 03496 4100 psi t 1 zo0oo: sr P. 45 105 0.42 crlbsFineh 0.15 Ribs /Inch ' x150 inches 13.9 !m t ug m .., �� try Sgt r,, � .. n. k -s,. 1 175 °F 2.9 X 105 in /in °F No Effect No Effect >75 >450 19.33 180 >450 „ €. €,€ � . _ t . -. - ASTM 0 -792 ASTM D -570 ASTM D 63s ASTM D -638 A TM D-638 ASTM D 790 ASTM o-7 90 ASTM ASTM D 785 ASTM D -astz ASTM D-256 NEMA LD3 -3.8 ASTM -05116 ASTM D-648 ASTM D -696 ISSFA SST 01-00 ISSFA SST 9.1-00 ASTM E 84 ASTM E 84 Pittsburgh Protocol (LC . Test) MEA64 -9rrM MEA- 142 -96 -M N LD3 NEMA LD3 -3. AN51'Z 124.3 ISSFA SST z 1-00 ' ISSFA SST 7.1-00 NS F ASTM G -21 PtotOC4161 -0741 FAR 5. Nota: II comportamento al fuoco dipende dallo spessore e dal montaggio del laminato, dal tipo e dailo spessore del r r del laminato per dettagli sus rapporti dells prove 'v il'zz Si consiglia di contattare II produttore de a e su orto e dos Iladesl out utilizzato. S co a P 9 PP P 9 P di comportamento al fuoco e sty certificati ottenuti e per informazioni sui metodo di pious di comportamento al fuoco e relative specifiche. Note: Fire test performance will depend on laminate thickness and construction, substrate type and thickness, and adhesive used. The laminate manufacturer should be contacted for details of test reports and certifications held, and for information on fire test methods and specifications. P CARATTERISTICA PROPERTY METODO PROVA TEST METHOD (EN 438: 2005) ERI DI C T O VALUTAZIONE PROPERTY or pTTRIRIITE UNITA DI I RA M SU UNIT VALORE VALUES Costanza di colore e costruzione (struttura) ( ) Colour consistency and construction (structure) x • • � unica. Per le Poiche h tl legno a un prodotto naturals ogni essenze pub essere considerata urnca Pe e 9 P 9 P essenze "naturali”, la tonaht di colore e la costrunone (struttura) possono variare sia da lotto tale I v ri iii del legno naturale. Per le a lotto che da pannello a pannello, poiche to e b a a ab tic de eg a essenze "precomposte ", la tonalit8 di colore e la costruzione (struttura) possono variare in modo lieve. Per entrambe le ti olo ie, articolarita come nodi e inclusioni di resina non sono da P 9 P i r r i If come .rte del decorativo. cons de a s difetto, ma co e parte product, each veneer m considered a unique. Due to the fact that wood is a natural oduct, sac may be as P Therefore, for "natural” veneers, colour shade and construction (structure) may change from batch to batch and even from panel to panel, bet this a property of natural wood. For p tr Y "reconstituted" veneers, colour shade and construction (structure) may change slightly from batch to batch and even from panel to panel. For both veneers, singularities such as knots and resin inclusions are not considered as rig defects, is b as part decor. but rt ofthedecor Foundations Class I Studio Class I Studio Class III Flexural Strength Spessore Thickness EN 438 2.5 spessore thickness mm 1 1 0 + 0, 5 � ,., Fx ,, , E_ .E, � r ., ,, , : t� • • ti d . .. � ,, r --• ,,,,., it n E . ...... �.'u r.F,,f4 � , t t tT � s A ..,, 9r G:., k .1 C ea,' III ,,,�,.,, I C1 , � � e '"A ,E, �,sE,..... tait't _ �. <e 5,...,, r� ,- IT.....- . � _ , azt bfi _.. rte 4 fl .,,, t }r < ...... FiexuralMadulus < ,_ t-.. _..,. ,.. ,...,. ., <. .<... _,.. .,.., .,_ , „, Bar col r :... aai -.. Ba rn Hardness •. . . £,.. „.,f , , ,.:.. Rockwell Hardness ° ° Un- tzgci Impact Tolleranza di planarita P Flatness EN 438-2.9 deform massima maximum deviation mm /m 120 (') Distilled Water Tap Wafer - Ethyl Alcohol, 5096 solution , is r tAlcoholhylAlcohol,5 VM &P Naphtha /EthylAkohol, 50/50 Solution .,NalI Polish Remover. '. , • ,, : Acetone Bar SoapSolittion,S961nWater Household Detergent, 596 In Water Household Ammonia < Tomato Catsup Vegetable 011 - - - Trisodium Phosphate, 1% Solution Coffee I , Tea Wf101eMfl1t Citric Acid, 1096 Solution Yellow Mustard :., - ,. ,u 1096 Povidone Iodine Lipstick Vinegar Lipstick (Red) p ( ) Washable Ink (blue), Grape Juice Red food Beet Juice r tol t Meth a e Wax Crayon Shoe Polish (Black Paste) Ball Pen Ink Felt Pen, Ink Black Permanent Marker #2 Pencil .- Supermarket Stamp Ink (Purple) 0 0 0 0 0 0 . 0 0 0 '- . '0 0 0 0 o U 0 Q -., , - 3 1 1 -.• 0 1 o 1 1 3, ,: 3 3 3 3 1 �► ; :;$ • $ • • $ ` ; $ $ 0 * .; .. $' '. • $ $ .$ ::- $ ! $ $ $ $ <, . $ $ - - : • $ $ $ . ; • 0 0 0 0 0 0 , „ "' °0. 0 0 0 ,......,." .. 0 b o 0 o 0' 1 0 .... 1 1 _ 0 1 0 1 1 ; ,: f 1 1 1 1 1 $ $ ! ,• • • $ < „ # • $ $ , , $ $ $ $ $ $ ' $ $ $ • -, $ $ $ $ s $ :; 4 $ $ $ : $ 0 0 0 0 0 0 < 0 0 0 0 • Cl 0 0 0 0 0 0 ' 0 ,d :. 2 ;12 0 2 0 2 ' 2 2 ::, . 3 '2 3 2 ;' -. 2 notched ; .:, _- $ Notched Izod Irnpaet • • ' $ ',tall ; impact(1 /211x. bail) trzatile 41 anicCom Lund ' - • 9 P F, � � . �, E Male- t� � 3- • €. 1• i18ttYr ,T�u�%��>aiai�:�1�,,� • $ DTUL @ 264 psi E ; $ Coefficient of Thermal Expansion $ Boiling Water Resistance , $ High Temperaa.re Resistance $ Flame Spread ... $ Smoke Generation $ Combustion Toxicity $ $ $ Flame spread Smoke Density $ ! ' tlrface 3 - • °_< ! ' >. . -.<; • Cleanabil :; $ l;# , $ Stain Resistance Stain Resistance $ r Consistency o, Color a ae taxal ; Light Resistance • FaodZoneU_e • Frr1ga118acterial Resistance ✓♦ �! - HIV-Rest $ ; .., . 0 Aircraft: FAA Part 230 25 $ Federal Motor Vehicle SafetyStnd. $ Canadian MotorVehicle SafetyStnd. $ Resistenza all'abraslone Resistance to surface wear EN 438 -2.10 res. all'abrasione wear resistance giri revs IP Z 150 A Z 350 Res. all'immersione in acqua bollente Resistance to immersion in boiling water EN 438 -2.12 aspetto appearance delaminazione delamination P ass. (non delamina) pass (no delamination of the core) Densith Densit Density ISO 1183 density density g r /cm3 Z 1,0 Resistenza al calore secco (100° C) Resistance to dry heat EN 12722 aspetto appearance PP grado rating 9 Z 3 Adatto per a licazioni orizzontali e verticals in locali secchi escfusi quindi cucine, sale da bagno e locali umidi in genere). - PP ( q g g ) - ABET Wood, una volts incollato al supporto, possibilmente a freddo, deve ovate i bards protetti da una vernice idrorepellente che non permetta it passaggio dei liquid e/o dell'umiditk attraverso di essi, evitando cost I'alterai one dell'impiailacciatura (vedi so di incollaggio su support) idrorepellenti non usare calla a base acqua. alA causa dell'utilizzo di impiallacciature naturali, a possibile che, in alcuni casi, le tolleranze di spessore siano Ieggermente superiori ai valori indicati. Suitable for horizontal and vertical applications in dry areas only (excluded kitchens, bathrooms and all wet areas, generally) After ABET Wood is glued on the chipboard (better by cold gluing) the edges must be protected by means of a waterproof paint preventing liquids and/or humidity from passing through the edges, so as to avoid damaging the veneer. In case of gluing on a waterproof substrate do not use water -based adhesives. Due to the use of natural veneers, in some cases, the thickness tolerance may be slightly higher than the quoted value. Resistenza al calore umido , ) (100°C) C Resistance to wet heat EN 12721 aspetto appearance grado rating Z 3 :. Pass - Na Effect Pass Pass No FHeci F NS 50A sued ppt Does notsupporr Stability dimensionale alle temperature elevate Dimensional stability at elevated temperature EN 438!2.17 variazione dimensionale cumulativa cumulative dimensional change , /long. % long. a /a trasv, , r n v % t a s 5 0.90 5 1.40 Res. all'urto con stars di granite diametro Res. to lmpacy by large diameter ball EN 438 -2.21 (opzionale) altezza di caduta drop height diametro jmpronta indent diameter mm mm > 600 < 12 - microbial Disinfected surface does not sup n HIV ', Acceptable Pass Pass ' a condizione che siano rispettate le modality e le condizioni di stoccaggjo del laminato consigliate dal produttore ** provided that the laminate is stored in the manner and conditions recommended by the manufacturer Resistenza alle fessurazioni (HPL sottlle) Res. to cracking (thin laminates) EN 438 -2.23 (opzionale) aspetto appearance grado rating 4 0 Rating - Staining reagent removed with a celtulos sponge moistened with water. NOTE: Cleaning and rating perfo med by 1 Rating - Staining reagent removed with a cellulos sponge moistened with water and commercial cleanser. NEMA LD 3 2000 protocol 2 Rating - Staining reagent removed with a stiff nylon bristle brush with a commercial cleanser and baking soda. 3 Rating - Staining reagent removed with a cotton ball saturated with acetone. 4 Rating - Staining reagent removed with a cotton ball saturated with hypochlorite bleach. 5 Rating - Stains remaining after the previous cleaning steps are rated 5. r= No Effect 18 .... 9.=...,".°........<.°.."....,."....,....< ...................<..,,°<...,._........°..._...........,......<.,.._,.,.,..... a.,=<.°.,....,.,.,...,...._,.,.". .,.,. °. <.... ". °... °.,... " "..... 19 Resistenza al graftlo Resistance to scratching EN 438 -2.25 forza force grado rating t 2 03/12/10 1/5 Mod. 0073 rev. 0 03/12/10 2/5 Mod. 0073 rev. 0 03/12/10 3/5 Mod. 0073 rev. 0 STS FRT PLYWOOD CAUTION: Metallic laminates will conduct electricity and can cause shocks or short circuits when in contact with ungrounded electrical circuits. WARRANTY DISCLAIMER AND LIABILITY: The information in this Technical Information Sheet and all related documents released Chemetal is believed to be reliable; but Chemetal disclaims the creation of any expressed or implied warranty including the warranties of merchantability and fitness for a particular Uf OSe Wlth feS act to Chemetal products. In all cases users must purpose P P determine the suitability of such products for any particular use and shall assume all risk and liability whatsoever in connection herewith. Since we exercise no control in handling, storage, application and use of these products or the products of others with which they are used in combination, Uon, no warranty, - - express or implied, is made as to the results and effect of their use. User must also establish his or her own procedures and verify the finish of any product to be as ordered before use. We recommend testing ll procedures before beginning production 9 P g g P or installation. Buyer's exclusive remedy for a loss or claim resulting from the use of Chemetal products shall be replacement of product proven to be defective. In no event shall the Seller be liable for any special, incidental, consequential or exemplary damages. CERTIFICATIONS: Chemetal is ASTM E84 -05 tested. Chemetal is also IMO and Coast Guard certified (164.112/EC1347) for most products. IMPORTANT: This information is intended to be a general guideline. For further information please contact: Chemetal 39 O'Neill Street Easthampton, MA 01027 P Phones: 800 - 807 -7341 and 413- 529 -0718 Fax: 413 - 529 -9898 Fire- Retardant - Treated (FRT) Plywood 2 Fire - Retardant- Treated (FRT) Plywood 3 Fire - Retardant- Treated (FRT) Plywood 4 Building Type V (often called wood frame) is typically the least expensive of the five building types - particularly when load- bearing walls are used. Type V construction allows regular, untreated wood throughout the structure. While the basic allowable areas are smaller than for other building types of construction, the use of fire sprinklers, set -backs and quite significant. hourly rated walls, floors and roofs (along with other factors) can perm area Increases tha are qugnificant. f h that it ) t For instance, IBC Table 503 shows a basic area of 18,500 square feet for Occupancy Group E (education) of Type V -A construction. Permissible area increases detailed in IBC Sections 503 through 507, however, can result in one -story Type V educational buildings up to 87,875 square feet in area and two -story schools can be up to 138,750 square feet. FIRE- RETARDANT TREATED PLYWOOD Fire - retardant- treated wood is defined in Section 2303.2 of the 2006 `C as "any wood product which, when impregnated with chemicals by a pressure process or other means during manufacture, shall have, when tested in show no evidence of significant ro res- with ASTM E 84, a listed flame-spread index of 25 or less and s accordance th 5 g P g sive combustion when the test is continued for an additional 20- minute period. In addition, the flame front shall not progress more than 10.5 feet 3200 mm beyond the centerline of the burn' .s at any time during the test." The ASTM ( ) y g E 84 test is also called "The Tunnel Test" because the test material is suspended From the lid of a test chamber that is approximately 25 feet long by one foot high and 1 -1/2 feet wide. A standard gas flame, driven by a standard air flow, moves the flame front along the bottom surface of the mounted test material The progress of the flame front of the test material is compared with the progress of the flame front on red oak. The test material is given a rating of 100 if the distance is the same as on the red oak. From the test results, materials are assigned a "Flame Spread Index" that is defined in IBC Section 802 as "a compare- tive measure, expressed as a dimensionless number, derived from visual measurements of the spread of flame versus time for a material tested in accordance with ASTM E 84." The flame spread classifications given in IBC Section 803 are: P g Class A: Flames read 0 -25; smoke - develo ed 0 -450. P P Class B: Flames read 26 -75; smoke-developed 0 -450. P P Class C: Flame spread 76 -200; smoke - developed 0 -450. The fire- retardant pressure treatment of FRT plywood is performed in accordance with Standard U1, Commodity Specification H, as published by American Wood Protection Association (AWPA). FASTENERS FOR FIRE- RETARDANT - TREATED PLYWOOD Section 2304.9.5 of the IBC and Section R319.3 of the IRC require hot -dip zinc- coated steel, stainless steel, silicon bronze or copper fasteners in accordance with ASTM A 153 or ASTM B 695, Class 55 minimum (except for bolts 1/2 -inch diameter or larger). BURN - THROUGH RESISTANCE AND DESIGN CAPACITIES OF FRT WOOD inhibits the ability of flames to spread across the surface of the wood product, While fire retardant treatment of wood b is t e a Y P P fire retardants do not reduce the rate at which wood degrades through its thickness when subjected to an elevated heat source. Therefore fire- retardant treatments do not improve the fire endurance rating of a fire -rated assembly, such as s one -hour wall, to an si niftcant extent; nor will FRT l wood take the lace of sum wallboard in listed any g plywood P gYP fire -rated assemblies. of the design capacities of the treated plywood. In addition the treatment process itself may require a modification P Y q g P P Y IBC Sections 2303.2.2.1 and 2303.2.2.2 require that "the effect of treatment and the method of red in after treat - rY g ment, and exposure to high temperatures and high humidities on the flexure properties of fire- retardant - treated soft- r n wi h A TM D 5516. The test data develo ed b ASTM D 5516 shall wood I wood shall be determined in acco dos cis t S plywood P Y be used to develop adjustment factors, maximum loads and spans, or both, for untreated plywood design values in P J P P Y g accordance with ASTM D 6305. Each manufacturer shall publish the allowable maximum loads and spans for service as floor and roof sheathing for its treatment." g It should be noted that the "manufacturer” in this case is the treater of the plywood, not the manufacturer of untreated plywood. The treatment processes used are mostly proprietary and the manufacturers of the untreated plywood have no knowledge or control over the treatment process or whether the panels shipped from their mills will ultimately be treated. TREATING PROCESS AND TEST STANDARDS FRT plywood involves treating plywood with chemicals in accordance with the AWPA Standard Ul, The FRT treat- trig process is a secondary step accomplished after manufacturing of the plywood and therefore involves proprietary treating and redrying processes, evaluation, quality assurance and product labeling that are conducted by treating 1 FRT plywood for properties that influence companies. Treating companies and their certification agencies evaluate p y d p p their flame spread characteristics, structural performance and other properties that influence the performance of the products in construction uses. Model codes recognize only FRT plywood that is labeled by independent certification agencies that provide inspec- lion and testing services. This certification is separate from the APA trademark that is applied to the untreated ply- wood prior to leaving the plywood manufacturing plant- The FRT treating and redrying process may affect properties such as structural capabilities, hygroscopicity (moisture g Y g P Y P P P content at a stable humidity) and corrosiveness of the finished products to fasteners and hanger hardware. Test meth- ods and standards published by ASTM and AWPA are used to evaluate these mechanical and corrosiveness properties Y P P of FRT plywood. Information on the effect of treatment on the structural capacities of plywood is available from FRT plywood treaters. The International Code Council Evaluation Service, Inc. (ICC -ES) publishes Acceptance Criteria AC66, Acceptance Criteria for Fire - Retardant - Treated Wood, as a basis for defining the necessary technical evaluation to assess the proper- ties and performance of FRT wood products. Manufacturers that have had their products evaluated in accordance with AC66 can be found from the evaluation reports published at the ICC -ES web site (www.icc- es.org). Since the FRT treating and rearm processes may affect the structural performance of 1 plywood, APA S Span Rain g redrying P Y P P Yw' P Ratings and load capacities that apply to untreated plywood may not apply following fire- retardant treating. Obtain strut- rural performance characteristics of FRT plywood from the company providing the treatment and redrying process. DET NORSKE VERITAS TABLE 1 ZODE REFERENCES Location WHERE FRT Construction MAY BE USED IN LIEU NONCOMBUSTIBLE MATERIALS TYPE APPROVAL CERTIFICATE IBC ,IRC or M' T Section Location Type Se Kiosks I, II, III & IV 402.10.1.1.1 Malls • CERTIFICATE NO. F -19694 h i certify T is s to cart' that the Surface Material of Low Flame Spread with typedesignation(s) HOMl1PAL HIGH PRESSURE METALLIC LAMINATE SERIES 100, 1 1 1 200, 40 LAMINATES S 00 0 02 103 00 300, 400, 700, 800 and 900 , Manufactured by Chemetal EASTHAMPTON MA, United States found to comply wt with rs e of SOLAS 19 as mended Oat No k Yentas' Interpretation 74 Convention A DetNotskeVeritas' oaenoraStandards tit Norske Veritas' Rules for Classification of Ships Application Low flame spread surface material, not generating excessive quantities of smoke nor toxic products In fire. Approved for use as decorative (surface) material throughout the accommodation. Hevlk, 2011 -04"29 This Certificate is valid until for Oat Norske Veritas AS 2015 -06-30 Children's Playground May be used when structures exceed 10 feet in f+-- ucturei U 402'11.1'1 height 150 square feet in area ..onopies IV 406.5.2 Over fuel pumps h in h Where latforms are not more t an 30 c es platforms above the main floor AND not more than 1/3 Platforms- permanent I, II & IV 410.4 the more than square'feetin area I li with FRT permitted within exterior wall assemb es wit Wall framing III 602.3 p a 2 -hoar rating or less. FRT framing permitted within exterior wall assem- :xteriorwall assemblies IV 610.4 g P blies with a 3 hour rating or less - _ Where the required. o mg s 2 hours �fire-resistance r t' i h u Partition-nonbearing I & II 603.1.1.1 1 or tess . Exterior wall assemblies_ Roof constructions -- - I & II _._.._.. I & u - - -- t & B 60313.1 _.._. _._.____. 603.1.1.3 2 Nonbearing where no fire rating is required. -_ ... -. ..__.._______ _ Including girders, trusses framin and decking 9 9 EXCEPTION: In Type1Constructionexceeding,two stories in height, FRT is not permitted in roof con- struction when the vertical distance from the upper floor to the roof is less than 20 feet. - -- - - -- Partifians — - - - - -- Dividing portions of stores, offices orsimdar 603.1.8 places,' occupied by only one tenant, do not estab fish a corridor and have an occupant load of 30 or less, May be FRT when every part of roof construction is Unprotected roof members i, II, 11 & V Table 601, _ at (east 20 feet above any floor immediately below footnote c ft EXCEPT in F -1 H, M and S -1 Occupancies) ' ( , p ) Projections y, II, III & IV 704.2.3 FRT project aria permitted where openings ore not permitted or protection of openings is required. Not required where exterior wall terminates at the 704.11.5 -5.1, underside of the roof sheathing or deck in Type Parapets - exterior wall III, IV & V III, IV and V construction provided that deck or R317 .22.2 sheathing Is FRT foradistanceo 4feet. land g R -3 with Class C roof covering, t angnes DNV local office: — - Marius Merrier Head of Section New York Surveyor quired where wall terminates at the under- Not required pre- Parapets -'roof 111, IV & V 705.6.4,3, side of combustible roof sheathing or deck in rice R317.2.2 vided that deck or sheathing is FRT for a distance of 4 feet on both sides. May be FRT in lieu of fire - resistance rated or non- `halls and ceilings 111 & V 803.4.2 Walls . . combustible construction. veneers - exterior (sidings) Trim exterior Porches, docks, and stairways • exterior l II III & IV — III, III & IV FRT veneers (sidings) may be used on buildings up 1405 4,1 to4stonesmheight 14G6 2 2 May exceed 10% of wall area even when separa- hen distance us5 feet orless. 1 & Il Balconies, porches,: decks and exterior stairways 1406.3.1 in buildings 3 stories or less may be FRT provided they are not used as required exits. Bay Windows I, 11, 111 & IV 1406.4 FRT construction permitted in buildings of 3 stories Vas CaNAoate asugeet Warm end conditions °verlsar- Any apnawam change u,drsignorc ans, nxtionmayrendereasCa,woataWeld. Tire vatedp den remise a se type Approve centime have note se approval et aryx eseveya ems instate Namrwrson sutlers toss a damage which a proved n haw Wan caused by any neyyemact or omaaia,et on Nooks Yentas. Men Dist Norsk. Yentas shall pay compensation to such soeawed dlossa, donage.Ho ne5s pummpaas °rrsWMnwa.madanmountasvalan. OelNoe eVeuargedtortWwnammweslwn,pra nu$,oaim. maximum seen scan Mall new exceed Mammas. ins,ia pwvnianiel Non* Valise ahaa menthe Fatneadom Det Non*. Verity es wed as NI as eubsidmnes, Weetom, otfcars, amptpysas, awns and any other acing mpwarw Dar Norsk. Yentas. Pedestrian Walkway,,, 1 &n 3104.3.2 RoofmpybePRTperTable601, Note c. Solar collector mounts, - All -- - M3201.2.2 - FRT may be used - _ ' Based on the 2006160 and 2006 MC. Always check code references and with local building officials prior to construction. Other modification.. ! language M the local codes may alter applicability..: u Based on the 2006 international Mechanical Code • DU NORSK 8 VP-rtr1:4S AS, Verkasveien 1, NO-1322 Hulk, Norway, Tel.: +47 87 57 99 00, Fax: +47 87 57 99 11, Org.No. NO 945 748 931 MA www-dnv cam Form No.: TA 1411 a Issue: October 2009 Page 18 Page 19 Form No. K320 • © 2009 APA - The Engineered Wood Association • wwvr.apawood.org Form No. K320 • © 2009 APA - The Engineered Wood Association • www.apawood.org Form No. K320 • C 2009 APA - The Engineered Wood Association • www- apawood.org © N[g f gYM, The many moods of metal. chemetal.com sales @chemetal.com (800) 807 -7341 f�1giaL The many moods of metal. chemetal.com sales ©chemetal.com (800) 807 -7341 WC 1 REVIEWED FOR b 1 >>;^,QDE�C APPROVED C SEP 2 5 2012 of Tukwila 1 G D%VIS10N BUILDING RECEIVED CITY O F T U v <,,t t , ii �.i l , SEP 2012 r: - E Ml T ( E N L.4 _ Wolf Gordon Trinity Category: Walkovertng 751.11 Material Vinyl Collection: Textural Embosses 03 Physical Properties Content: 100% Vinyl Backing: Polyester /Cotton Osnoburg Finish: Vescom + Silver antimicrobial coating available for an additional charge Width: 52" Weight / Vinyl Type: 20.00 oz. per linear yard / Type II Repeal: Random Hanging Information: Reverse Hang, Straight Match Performance Image depicts 8 x 8 inch section Fire Rating: Class A, in accordance with the ASTM -E84 tunnel test Flame Spread: 15 / Smoke Developed: 45 Permeability Rating: 1 -.. Meets or exceeds Federal Specifications CCC- W -408D for Type 11 wallcovering Environmental Attributes Low-emitting - passes Cal 01350 Standard (LEED EQ 4.2) Recyclable through the WG Reclamation Program (LEED MR 2) Printed using water ass inks Maid and mildew inhibitor Manufactured in the USA STORETECH design construction fixturing 1225 N.W. 17th Avenue Suite 104 Delray Beach, FL 33445 Ph. (561) 272 -4655 Fx. (561) 272 -9968 License #: 1B26000750 MARK REVISION DATE A 2.5 SECURITY PLAN 6.10.11 GLASS PARTITION 6.16.11 GLASS PARTITION/ MATERIAL: 6.30.11 SIGN ADD ON 7.7.11 , . -- SEATTLE WA 98188 SPACE # K0313 CO 0 lll� w 0 z Q 0 w>- 0 z W oc cc D 0 PROJECT NO: - DESIGNED BY: ALG CHECKED BY: OGC SCALE: AS NOTED DATE: 8 -22- 2012 FLORIDA NO. IB26000750 ORLANDO GLENN CALABRESE LICENSURE FIRE RATING DOCUMENTS SHEET NO. A2 64 9 OF5