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Permit D18-0049 - BRAGANZA TEA - TENANT IMPROVEMENT
BRAGANZA TEA 507 SOUTHCENTER MALL D18-0049 Parcel No: Address: 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.sov DEVELOPMENT PERMIT 9202470010 Permit Number: D18-0049 507 SOUTHCENTER MALL Project Name: BRAGANZA TEA Issue Date: 4/17/2018 Permit Expires On: 10/14/2018 Owner: Name: Address: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD, WA, 92013 Contact Person: Name: SHAWN MEYER Address: PO BOX 517 , CAMAS, WA, 98607 Contractor: Name: Address: License No: Lender: Name: Address: Phone: (360) 433-1851 FUTURE BUILDERS INC Phone: (503) 252-9197 8931 SE FOSTER RD #100 , PORTLAND, OR, 97266 FUTURBI952C2 Expiration Date: 3/13/2019 BRAGANZA TEA PO BOX 2667 , VANCOUVER, WA, 98668 DESCRIPTION OF WORK: DEMO FRAMING, DRYWALL AND FINISHES. TENANT IMPROVEMENT TO ADD NEW. Project Valuation: $69,800.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIB Electrical Service Provided by: TUKWILA Fees Collected: $2,139.32 Occupancy per IBC: M Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 Permit Center Authorized Signature: Date: gill 1 I hearby certify that I have read and examined this permit and know the . e to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit state or local laws regula f development permit a '/a oes • :t pres me to give authority to violate or cancel the provisions of any other g •'fit - n or the performance of work. I am authorized to sign and obtain this %y- e conditions attached to this permit. Signature: // Date: ^ /7 - Print Nam % .SN. - t c/1A •-tz.P This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 4: 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" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 1: 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) 2: 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) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 4 5: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 6: 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) 7: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 8: 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 1010.1.9.1) 9: 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 1013.1) 10: 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 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 1013.6.1) 11: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1018.1) 12: 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 1013.6.3) 13: 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 1008.3.5) 14: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 15: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 17: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 18: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 20: 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 #2437) 19: 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 #2437) (IFC 901.2) 21: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. ,0014, 22: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 23: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 24: Post address on storefront per approved Westfield standards. 16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 25: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 26: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 27: ***BUILDING PERMIT CONDITIONS*** 28: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 29: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 30: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 31: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 32: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 33: AD food preparation establishments must have Seattle/King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle/King County Department of Public Health, (1-800-325-6165 ext 9-566), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 34: 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. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 35: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 36: 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). 37: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 38: 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. 39: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0 0 0606 GLAZING 0502 LATH/GYPSUM BOARD A CITY OF TUKW Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. 11 - 004 7 Project No. Date Application Accepted:_ �-%' ( e 8--�-'g (For office use only) 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 King Co Assessor's Tax No.: Site Address: . % % 567 c t LI C Q (4+.e U Fr 6 %D Suite Number: 67o Tenant Name: o v ubu a 20 1CA PROPERTY OWNER Name: S I it -wit AA Q y Address: j) 0 &7). 117 Name: (ill Es -F r(' 51,0I -pt "Lki Address: 0 `/, 3 .3 ^ l ttS c Tax: City: State: City: State: Zip: CONTACT PERSON - person receiving all project communication Name: S I it -wit AA Q y Address: j) 0 &7). 117 City:ZA 144 bk.S State: UU� Zip: p'c) Phone: "S C 0 . `i 3 3 - t �s 1Fax: Email: r Fvtv.-e q u,l,�evS (ct (C °a .0 /hoc'(•(ITN GENERAL CONTRACTOR INFORMATION Company Name:r / 1 U1 ti- QL'rf (l` r (kl Address:l'1, /s Y S ( 7 ArchitectName: City: 4-GlG S State: A Zip: 0 `/, 3 .3 ^ l ttS c Tax: City: State: Contr Reg No.: rv.k.v y + 91bt C., Exp Date: Phone: Fax: Tukwila Business License No.: Email: H:Wpplications'Fonns-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh New Tenant: Floor: /- Yes ❑ No ARCHITECT OF RECORD Company Name: V / , /z Company Name: Z G 1_-_-- -Architect Address: -3 i 33 5 w(...et (y oK --ce ArchitectName: Phone: SD 3aoa4/Y�Fax: Address: P 0 v 'f" /A Gt d City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: V / , /z Engineer Name: Address: -3 i 33 5 w(...et (y oK --ce City: 1p Aft i f State: v 17 Zip: % 7,,:r5,9 / Phone: SD 3aoa4/Y�Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: P v ti 91 0 D -el TCA Address: PO 13 p X a‘‘'? City: State: Iili.t.,1 ll, k Zip: Aa 7W -66Z Page 1 of 4 BUILDING PERMIT INFORMATI 206-431-3670 Valuation of Project (contractor's bid price): $ gA Existing Building Valuation: $ Describe the scope of work (please provide detailed information): (4,L0r cu ti %J a.01 (� Will there be new rack storage? ❑ ....Yes ..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/HAZA�US MATERIALS: Er Sprinklers 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 Safety Data Sheets. SEPTIC SYSTEM 0 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\Fonns-Applications On Line \2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February2012 bh Page 2 of 4 ExistingInterior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I Floor c,---Da_� 2nd Floor 3`d Floor Floors thru 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/HAZA�US MATERIALS: Er Sprinklers 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 Safety Data Sheets. SEPTIC SYSTEM 0 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\Fonns-Applications On Line \2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February2012 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOITION — 206-433-0179 Scope of Work (please provide detailed information): T Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila ❑ ...Water District #125 0 .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate ❑...Valley View ❑ ...Sewer Availability Provided ❑... Highline 0... Renton ❑... Renton 0... Seattle 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. Submitted with Application (mark boxes which apply): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) 0... Geotechnical Report 0 .. Traffic Impact Analysis ❑ .. Bond 0... Insurance 0... Easement(s) ❑... Maintenance Agreement(s) ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ .. Right-of-way Use - Nonprofit for less than 72 hours 0...Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance ❑...Right-of-way Use — Potential Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ .. Total Cut cubic yards 0...Work in Flood Zone ❑ .. Total Fill cubic yards 0... Storm Drainage ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection 0...Abandon Septic Tank ❑...Curb Cut 0... Pavement Cut ❑...Looped Fire Line Irrigation " Domestic Water 0...Grease Interceptor ❑... Channelization ❑...Trench Excavation 0... Utility Undergrounding 0 .. Permanent Water Meter Size (1) " WO # (2) " WO # (3) ❑ .. Temporary Water Meter Size (1) " WO # (2) " WO # (3) ❑ .. Water Only Meter Size WO # ❑ .. Deduct Water Meter Size ❑ .. Sewer Main Extension Public ❑ Private 0 ❑ .. Water Main Extension Public 0 Private 0 " WO# " WO# ff FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 .. Water 0 .. Sewer 0 .. Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Fonns-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 3 of 4 PERMIT 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 0 ' A , ORIZ AGENT: n Signature: a Date: —` — ? - D ° S Print Name: Anti w !/ Day Telephone: 360 - —/SS/ Mailing Address: 0 / or S L 04 k S w K 9S6 ( 7 City H:Wpplications\Forms-Applications On Line'2012 Applications\Pennit Application Revised - 2-7-12.docx Revised: February 2012 bh State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT 1 QUANTITY I PAID $1,323.12 D18-0049 Address: 507 SOUTHCENTER MALL ' Apn:'9202470010 $1,323.12 Credit Card Fee $38.54 Credit Card Fee R000.369.908.00.00 0.00 $38.54 DEVELOPMENT $1,223.62 PERMIT FEE R000.322.100.00.00 0.00 $1,219.12 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $60.96 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R14277 R000.322.900.04.00 0.00 $60.96 $1,323.12 Date Paid: Tuesday, April 17, 2018 Paid By: SHAWN MEYER Pay Method: CREDIT CARD 005934 Printed: Tuesday, April 17, 2018 2:08 PM 1 of 1 CRWYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT ( QUANTITY PAID $816.20 $816.20 $23.77 $23.77 $792.43 $792.43 $816.20 D18-0049 Address: 507 SOUTHCENTER MALL Apn: 9202470010 Credit Card Fee Credit Card Fee PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R13879 R000.369.908.00.00 R000.345.830.00.00 0.00 0.00 Date Paid: Tuesday, February 27, 2018 Paid By: SHAWN MEYER Pay Method: CREDIT CARD 027643 Printed: Tuesday, February 27, 2018 1:47 PM 1 of 1 SYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit DK( -0i41 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro' ct: r�5ahze 3i. Add07ress: 5It,4(-1-16e6 Dail) Special Instructions: Tyge of Inspection: k:ICI t►..� /-,NAL Date Called: Date Wanted:6 Requester: /2-2©Zs) ;CP. Phone No: 14 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: i inspector: -6� Date:/ ,l ,tisr 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 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 DIS-oo�9 ' ct: ��� T=of iro pecti Q : r; u � A . t hi ,L Ald1►�4ad4tJZf� 5 rens: 5Ou-� i cert- Oa Lt4-664"11- (}07 SpecialInstructions: Date Wanted: l2— 11 - 1 2018 a.m� p.m. Requester: Phone No: EjApproved per applicable codes. Corrections required prior to approval. COMMENTS: 714,4,f- d/U P&'5, lZ P d �v��s. �C2 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 Ibit-Opq5 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 ect: jobNr, 117 24 ��� Type f Inspection: heA-rst i� Address 507 M D lanpd: , Cs Lek -z, �1 Special Instructions: Date Wanted:/ 6-(i—�16 a.m. P.m. Requester: Phone No: Approved per applicable codes. LI Corrections required prior to approval. OMMENTS: C, L,4z/w —fif-2)s REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit D1$—r9 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P ect: tro I-04 ,q, )2 �• 1 es._L4T Type of In pection: 4 & sips L4. C nn ? Addres S07 S,-,4 Cen, - 1' I SLL Date Cal ed: �-- Special Instructions: Date Wanted: (0— ti — 20tg C a. m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. OMMENTS: Inspector: Date. � 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 tA8 -ooV7 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Ty#430,1„..A.,z, A / &----)ick Type of Insp ction: P7/4 -,v-e4--/ Address: Suite #: 7 ' C #t /44 Contact Person: Special Instructions: Phone No.: rtApproved per applicable codes. l l Corrections required prior to approval. COMMENTS: /444eitl CIOA4C60 I Hs 'ad' i SS 7Y..e �jt04-/ -- S5 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: !- Permits:`"" ��' 15 -- Occupancy Type: Inspector: 4` Date: 6//(/l 6 Hrs.: /, O $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.E.D. Form F.P. 113 INSPECTION NUMBER INSPECTION _RECORD Retail a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: Type of Inspection: Hood & Duct: Address: _ContactPerson: Suite #: 5 U�'' Wvet, k ( �Ji ".-- Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1G `t2) cov.e ✓ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: -fi c----4_ Date: /04 6 cy Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 BRAGANZA TEA TI AT SOUTHCENTER MALL 507 Southcenter Space #670 Tukwila, WA STRUCTURAL CALCULATIONS VLMK Project Number: 20180110 Braganza Tea 4510 NE 68th Dr. #108 Vancouver, WA 98661 REVIEWED FOR CODE COMPLIANCE APPROVED APR 12 2018 City of Tukwila BUILDING DIVISION VLMK ENGINEERING + DESIGN IT6100tiq FILO RECEIVED CITY OF TUKWILA APR 0 2 2018 PERMIT CENTER EXP 1/31/19 Prepared By: Reed Newcomer, P.E February 2018 Revised: March 16, 2018 CORRECTION LTR# Structural Calculations: Braganza Tea TI DC -1 Project Braganza Tea TI Project Number: 20180110 Project Address: 507 Southcenter Space #670 Document Structural Calculations for Tukwila, WA Building Permit TABLE OF CONTENTS Design Outline and Criteria DC -1 thru DC -2 Structural Calculations C-1 thru C-3 DESCRIPTION OF STRUCTURAL SYSTEM This 'Braganza Tea TI' consists of the renovation of mall tenant space at the site located at 507 Southcenter Space #670, Tukwila, WA. The scope of work involves some changes to an existing soffit, and the addition of partition walls. ***LIMITATIONS*** VLMK Engineering + Design was retained in a limited capacity for this project. The design is based upon information provided by the client, who is solely responsible for the accuracy of the information. No responsibility and/or liability is assumed by, nor is any to be assigned to, VLMK Engineering + Design for items beyond that shown in this Structural Calculation Package. \\srv06\vlmk-project4CAD2018\20180110\02 Calculations\Braganza Tea TI DC.docx 3933 SW Kelly Avenue Portland, OR 97239 tel: 503.222.4453 fax: 503.248.9263 www.vlmk.com Structural Calculations: Braganza Tea 11 DC - 2 CODES 2015 International Building Code DESIGN LOADS Live Loads Wall Loads Dead Loads Soffit Interior Partition Wall Load 5 psf Metal Studs / Joists 2.0 psf 5/8" Plywood 2.0 psf 5/8" Gypboard or other Finishes 2.5 psf Miscellaneous 0.5 psf Total Roof Load 5.0 psf Wall Weights Stud Partition Walls 10 psf Seismic Seismic Importance Factor, le 1.0 Risk Category II Site Class D Spectral Response Coefficients Sas = 0.953 Sdr = 0.493 MATERIALS Structural Steel Metal Studs 18 and 20 Gauge - ASTM Al 003 Fy = 33 ksi ST33H 16 Gauge and heavier - ASTM Al 003 Fy = 50 ksi ST5OH \\srv06\vlmk•projects\ CAD201(3\20180110'02 Calculations\Braganza Tea TI DC.docx 3933 SW Kelly Avenue Portland, OR 97239 tel: 503.222.4453 fax: 503.248.9263 www.nlmk.com Project Name: CFS Calculations Model: (E) Soffit Header Code: 2012 NASPEC EAISI S100-2012] C-1 Page 1 of 1 Date: 02/15/2018 Simpson Strong -Tie® CFS Designer."' 2.0.3.0 50.00 R1 R2 20.80 Reactions Support Reactions (Ib) R1 520.00 R2 520.00 Shear and Web Crippling Checks Bending and Shear 24.7% Stressed (Unstiffened): @R2 Bending and Shear NA (Stiffened): Web Stiffeners Yes @R1,R2 Required?: Section : (2) 800S137-43 Boxed C Stud Fy = 33.0 ksi Maxo = 2950.2 Ft -Lb Moment of Intertia,1= 8.00 inA4 Va = 2102.3 Ib Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Span 2704.0 0.917 2704.0 60.0 2950.2 0.917 0.624 U400 SIMPSON STRONG -TIE COMPANY INC. www.strongtie.com Project Name: CFS Calculations Model: Wall Stud Code: 2012 NASPEC [AISI S100-2012] 11.50 C-2 Page 1 of 1 Date: 02/15/2018 Simpson Strong -Tie® CFS Designer' 2.0.3.0 5.00 Reactions and Connections Number of Connectors Required at each Reaction: 1 No. of No. of Simpson Req'd Req'd # Strong -Tie screws to 12-14 Support Reaction (Ib) Connector stud Anchors R1 28.75 No Solutions - R2 28.75 No Solutions - Total Vertical Shear Carried by Connectors (Ib) : 0 Bridging Connectors - Design Method = AISI S100 Simpson Strong -Tie Span/CantiLever Bridging Connector Stress Ratio Span N/A Shear and Web Crippling Checks Bending and Shear (Unstiffened): 2.8% Stressed @R2 Bending and Shear (Stiffened): NA Web Stiffeners Required?: No Section : 362S137-33 Single C Stud Fy = 33.0 ksi Maxo = 382.4 Ft -Lb Moment of Intertia, I= 0.48 inA4 Va =1023.6 Ib Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Reactions have been multiplied by 1.0 for opposite Toad direction for connection design Flexural and Deflection Check Deflection Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Span 82.7 0.216 82.7 Full 382.4 0.216 0.097 L/1416 Distortional Buckling Check Span K -phi Lm Brac Ma -d Mmax/ Ib-in/in in Ft -Lb Ma -d Span 0.00 138.0 394.1 0.210 Combined Bending and Axial Load Details Axial Ld Bracing(in) Max K -phi Lm Bracing Allow Intr. Span (Ib) KyLy KtLt KL/r (Ib-in/in) (in) load(Ib) P/Pa Value Span 100.0(c) 60.0 60.0 120 0.0 138.0 1228.5(c) 0.08 0.30 SIMPSON STRONG -TIE COMPANY INC. www.strongtie.com Project Name: CFS Calculations Model: Soffit wall Code: 2012 NASPEC [AISI S100-2012] C-3 Page 1 of 1 Date: 02/15/2018 Simpson Strong -Tie® CFS Designers" 2.0.3.0 2.50 3.00 5.00 Reactions and Connections Number of Connectors Required at each Reaction: 1 No. of No. of Simpson Req'd Req'd # Strong Tie screws to 12-14 Support Reaction (Ib) Connector stud Anchors R1 24.00 SCB43.5 2 2 R2 -9.00 FCB43.5 4 2 (Min) Total Vertical Shear Carried by Connectors (Ib) : 73.32 Bridging Connectors - Design Method = AISI S100 Simpson Strong -Tie Span/Cantilever Bridging Connector Stress Ratio Bottom CantiLever N/A Span N/A Shear and Web Crippling Checks Bending and Shear (Unstiffened): 6.1 % Stressed @R1 Bending and Shear (Stiffened): NA Web Stiffeners Required?: No Section : 3625137-33 Single C Stud Fy = 33.0 ksi Maxo = 382.4 Ft -Lb Moment of Intertia, l = 0.48 in^4 Va =1023.6 Ib Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Reactions have been multiplied by 1.0 for opposite load direction for connection design Flexural and Deflection Check Deflection Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Bottom CantiLever 22.5 0.059 14.4 Full 382.4 0.038 0.009 L/7871 Span 22.5 0.059 18.0 None 382.4 0.047 0.001 L/38852 Distortional Buckling Check Span K -phi Lm Brac Ma -d Mmax/ Ib-in/in in Ft -Lb Ma -d Bottom CantiLever 0.00 36.0 394.1 0.057 Span 0.00 30.0 394.1 0.057 SIMPSON STRONG -TIE COMPANY INC. www.strongtie.com DUPONT" CORIAN® SOLID SURFACE TECHNICAL BULLETIN NA; ENGLSH FILE RECEIVF,D APR 0 2 2018 CU PONS PERMIT CENTER Corian. DUPONT" CORIAN® FIRE PERFORMANCE INTRODUCTION This technical bulletin discusses the fire performance of DuPont'" Corian solid surface. Fire performance results are specific to the standard tested. It is important to understand which standard is appropriate and the meaning of the results. Standards are applicable for the regions specified, but may be used as material specifications in other regions. A. FIRE PERFORMANCE ' Country of Origin - Turkey DI`6.0o�1 CORR LTR# MON Pagc 1 of 4 Standard Region Material Class/result Caloric Potential EN ISO 1716 Europe (CEN member States) Glacier White, 12 mm 9,5 KJ/g Euroclass Reaction to fire EN 13501-1 Europe (CEN member States) Standard grade 6 and 12 mm, All colors Euroclass C-sl,d0 Euroclass Reaction to fire EN 13501-1 Europe (CEN member States) FR -Grade 12 mm all colors Euroclass B-sl,d0 Euroclass Reaction to fire EN 13501-1 Europe (CEN member States) Wide sheets* 6 and 12 mm Euroclass B-sl,d0 Euroclass Reaction to fire EN 13501-1 Europe (CEN member States) 12 mm Deep Anthracite, Deep Espresso, Deep Nocturne and Deep Sable Euroclass B-sl,d0 Marine IMO MED — Marine Equipment Directive (European Directive 96/98/EC) Ships registered under the flags of the European Union Member States FR -Grade 12 mm, solid colors Module B and Module D Certified: Certificate Nr. MED140414CS and Certificate Nr. MED003114NJ/002 Marine Smoke and Toxicity IMO FTPC Part 2 (ISO 5659-2) Global, Marine Applications FR -Grade 12 mm, Certified to meet requirements solid colors of IMO FTPC Part 2 Railway EN 45545 (CEN/ TS 45545-2) Europe (CEN member States) Wide sheets 12 mm* Rl (HL1, HL2, HL3) R2 (HL1, HL2, HL3) Flammability of Interior Materials, Motor Vehicles FMVSS 302 United States 6 mm and 12 mm, all colors Pass, Does not ignite CMVSS 302 Canada Flammability, Surface Burning Characteristics of Building Materials NFPA 101', Life Safety Code United States 6 mm and 12 mm, all colors Class A Flame Spread Index Surface Burning Characteristics of Building Materials ANSI/UL 723 (ASTM E84, NFPA 255) United States 6 mm and 12 mm, Flame Spread Index all colors ---�7��..� •-- ,__ 6 mm and 12 mm, all colors REVIEWED CO 9 o S FOR e' ED CE RO G Smoke Developed Index Surface Burning Characteristics of Building Materials ANSI/UL 723 (ASTM E84, NFPA 255) United States? Flame Spread Surface Burning Characteristics of Flooring, Floor Covering, and Miscellaneous Materials CAN/ULC-S102.2 Canada 6 mm and 12 mm, all colors APR 12 2018 Flame Spread Value 0 Cityof Tukwila Smoke Developed. Surface Burning Characteristics of Flooring, Floor Covering, and Miscellaneous Materials CAN/ULC-5102.2 Canada � BUILDING DIVISION 6 mm 12 mm, and Smo e Devetopeu all colors ' Country of Origin - Turkey DI`6.0o�1 CORR LTR# MON Pagc 1 of 4 DUPONT' CORIAN® FIRE PERFORMANCE B. FIRE PERFORMANCE STANDARDS 8.1.150 EN 1716 EN 1716 is used to determine the potential maximum heat release of a material that is completely burned under high pressure in a pure oxygen atmosphere. B.2. EN 13501-1 EN 13501-1 standard describes the European classification for the reaction to fire of building materials. Classification is based on the material's behavior in reference scenarios. The classification for wall and ceiling materials is based on the contribution to fire development the material will give in a scenario with a fire starting in a small room by a single burning object (SBI). Fire behavior Class Al classification non-combustible materials that will not contribute to the fire growth or to the fire Class A2 low -combustible materials that will not significantly contribute to the fire growth and fire Toad Class B materials that will not lead to a flashover, however they can contribute to the fully developed fire after 20 minutes Class C materials that may lead to a flashover only after more than 10 minutes Class D materials that may lead to a flashover within 10 minutes Class E materials that may quickly lead to a flashover situation, within the first two minutes of the test Class F Smoke con Si No performance determined ributi:on Little or no smoke S2 Medium smoke S3 Burning droplets dO Large smoke contribution No droplets dl Droplets d2 Many droplets B.3. IMO MED Marine Equipment Directive (MED), Marine Equipment Directive 96/98/EC (MED), covers certain equipment and materials used in ships registered under the flags of the European Union Member States. MED was established to ensure that equipment and materials comply with the requirements of International Conventions e.g. Safety of Life at Sea, 1974 (SOLAS) as agreed upon by the International Maritime Organisation (IMO). Approval requirements are harmonized therefore certificates issued in one Member State are accepted by all Member States across the EU. IMO MED — Module B and Module D. Both Module B and Module D are mandatory for certain materials used on ships. Module B certification by a Notified Body indicates that the material complies with criteria given in the Fire Test Procedures Code 1998 (IMO MSC 61(67). Module D, which is linked to ISO 9001 certification, covers the overall manufacturer's production processes, quality management and systems used. Corian FR solid colors are Module B and Module D Certified by RINA, Notified Body N° 0474. Page 2 of 4 IMO FTPC Part 2: Smoke and Toxicity (ISO 5659-2). Where material is required to not be capable of producing excessive quantities of smoke and toxic products or not to give rise to toxic hazards at elevated temperatures then IMO FTPC Part 2 applies. This test is specific for surface materials used for bulkheads, ceilings and similar exposed surfaces such as floor coverings. The specific optical density should not exceed specified limits, and the gas concentration measured in any test mode should not exceed these specified limits: CO HF HCI HCN NO2 SO2 HBr 450ppm 600ppm 600ppm 140ppm 35Oppm 120ppm 600ppm DUPONT' CORIAN® FIRE PERFORMANCE B.4. EN 45545-2 (CEN/TS 45545-2) The Technical Committee CEN/TC 256 "Railway Applications" on behalf of the European Commission developed a new classification system for European rail fire safety requirements using fire safety regulations for railway vehicles from the International Union of Railways (UIC) and different European countries. The specifications for the reaction to fire performance requirements for materials and products used on railway vehicles are defined in CEN/TS 45545-2 Part 2 (Requirements for fire behaviour of materials and components). CEN/TS 45545-2 became the harmonized standard EN 45545-2 for "Fire Safety in Railway Vehicles". Railway Rl Vehicle Operation Category vehicles that are not designed or equipped to run on underground sections, tunnels and/or elevated structures Operation Categories vehicles that are designed or equipped to run on underground sections, tunnels and/or elevated structures, and where there are stations or emergency stations reachable within a short running time R3 vehicles that are designed or equipped to run on underground sections, tunnels and/or elevated structures, and where there arc stations or emergency stations reachable within a long running time R4 vehicles that are designed or equipped to run on underground sections, tunnels and/or elevated structures, and where there is no possibility of evacuation Design categories for vehicles are N - standard vehicles, A - automatic vehicles with no emergency trained staff on board, D - double decked vehicles and S - sleeping/ couchette vehicles. Vehicles used for freight are excluded. Hazards level classification is based on performance of materials evaluated in accordance with EN ISO 5658-2 Lateral Spread of Flame Test, ISO 5660-1 Heat Release (Cone Calorimeter Method), EN ISO 11925-2 Ignition When Subjected to Direct Impingement of Flame and EN ISO 5659-2 Plastics — Smoke NF X70-100 parts 1 and 2 Smoke Toxicity. Hazards Level Classification by Operation Category with Respect to Design Category Design Categories Operation Categories N Standard Vehicle A Automatic vehicle with no emergency trained staff on board D Double decked vehicles S Sleeping/couchette vehicles (Single or double decked) RI HL1 HL HL1 HL2 R2 HL2 HL2 HL2 HL2 R3 HL2 HL2 HL2 HL3 R4 HL3 HL3 HL3 HL3 B.5. FMVSS 302, CMVSS302 Federal Motor Vehicle Safety Standards (FMVSS) are USA federal safety regulations used for specifying the construction, performance, design and durability of motor vehicles. Canada Motor Vehicle Safety Standards (CMVSS) overlap substantially with the FMVSS. Standard 302 (FMVSS 302, CMVSS 302), Flammability of Interior Materials, is used to specify and test burn resistance of materials such as seat covers, instrument panel padding, etc. within 13 mm (0.5 inches) of interior compartment air space of the occupant. Standard 302 specifies that materials are not to burn or transmit a flame front across the surface of the material at a rate of more than 101.6 mm (4 inches) per minute. ISO 3795 and ASTM D5132 are technically equivalent to Standard 302. Page 3 of 4 DUPONT" CORIAN® FIRE PERFORMANCE B.6. ANSI/UL 723 (ASTM E84, NFPA 255) The ANSI/UL 723 (ASTM E84, NFPA 255) Surface Burning Characteristics of Building Materials standard is used to determine the relative surface burning characteristics of materials used as coverings for walls and ceilings. The test provides a means to describe a material's fire and heat response during a controlled burn. A photometer is used to indicate changes resulting from effluents, particulates or smoke. The distance travelled by the flame is used to calculate the Flame Spread Index (FSI). Flame spread ratings offer a general indication of the speed with which fire might spread across the surface of a material. The amount of smoke generated during the burn is measured optically and is used to calculate the Smoke Developed Index (SDI). Fire performance is based on the test results in accordance with the NFPA 101, Life Safety Code material classification. For all Interior Finishes, a flame spread rating of less than 25 results in a Class A classification if the smoke developed rating is less than 450. Any material with smoke developed rating greater than 450 is not classifiable. NFPA 101, Life Safety Code° Classification Class A Class B Class C Flame Spread Index 0-25 26-75 76-200 Smoke Developed Index <450 <450 <450 IU POO Underwriters Laboratories evaluated DuPont— Corian® solid surface and provided flame spread and smoke developed rating in accordance with ANSI/UL 723 results. DuPont" Corian solid surface sheets up to 1 inch (12.3 min) thick maximum gauge have a Flame Spread Index of 20 and Smoke Developed Index of 10 and are UL Listed under UL File number BTAT.R19169. 6.7. CAN/ULC S-102, CAN/ULC 5-102.2 The National Building Code of Canada requires that building materials be tested in accordance with CAN/ULC S 102. The ULC S102 surface burning characteristics test for building materials is applicable to any type of building material that is capable of supporting itself in a manner comparable to its recommended use. Other types of materials which cannot be tested without the use of supporting material may be tested and classified in accordance to CAN/ULC-S102.2. Coriai solid surface, due to its thermoforming characteristics, does require supporting structure; therefore CAN/ULC-S102.2 applies. Underwriters Laboratories of Canada evaluated DuPont"" Corian° solid surface and classified the product as to surface burning characteristics in accordance with CAN/ ULC -S 102.2. DuPont"" Corian solid surface sheets up to 12.3 mm thick maximum gauge have a Flame Spread Value of 0 and Smoke Developed Value of 5 and are ULC Listed under ULC File number BTLIC.R191.69. This information is based on technical data that E.i. du Pont de Nemours and Company and its affiliates ("DuPont') believe to be reliable, and is intended for use by persons having technical skill and at their own discretion and risk. DuPont cannot and does not warrant that this information is absolutely current or accurate, although every effort is made to ensure that itis kept as current and accurate as possible. Because conditions of use are outside DuPont's control, DuPont makes no representations or warranties, express or implied, with respect to the information, or any part thereof, including any warranties of title, non -infringement of copyright or patent rights of others, merchantability, or fitness or suitability for any purpose and assumes no liability or responsibility for the accuracy, completeness, or usefulness of any information. This information should not be relied upon to create specifications, designs, or installation guidelines. The persons responsible for the use and handling of the product are responsible for ensuring the design, fabrication. or installation methods and process present no health or safety hazards. Do not attempt to perform specification, design, fabrication, or installation work without proper training or without the proper personal protection equipment. Nothing herein is to be taken as a license to operate under or a recommendation to infringe any patents. DuPont shall hove no liability for the use of or results obtained from such information, whether or not based on DuPont's negligence. DuPont shall not be liable for litany damages, including claims relating to the specification, design, fabrication, installation, or combination of this product with any other product(s), an (ii) special, direct, indirect or consequential damages. DuPont reserves the right to make changes to this information and to this disclaimer. DuPont encourages you to review this information and this disclaimer periodically for any updates or changes. Your continued access or use of this information shall be deemed your acceptance of this disclaimer and any changes and the reasonableness of these standards for notice of changes. ,T) E.I. du Pont de Nemours and Company 2015. The DuPont Oval, DuPont' and Corian- are trademarks or registered trademarks of E.!. du Pont de Nemours and Company ("DuPont) or its affiliates. All rights reserved. Life Safety Code" is a registered trademark of National Fire Protection Association (NFPA). K-28300 7/15 Page 4 of 4 7afrpar TECHNICAL INFORMATION SHEET Flame Spread Ratings Tests were run at the National Gypsum Fire Testing Laboratory in Buffalo, NY on numerous Valspar Wood Finishes' product lines in accordance with the ASTM E-84-01 test method for surface burning characteristics of materials. Results were reported for Flame Spread and Smoke Developed. The readings obtained represent a comparison with 1\4 inch inorganic -reinforced cement board expressed as zero flame rating. Results were reported based upon the coating itself (with no influence from the substrate). The most broadly utilized classification system is the National Fire Protection Association (NFPA) Life Safety Code (NFPA No. 101). Classes are defined as follows: Class A Class B Class C 0 to 25 26 to 75 76 to 200 Flame Spread Flame Spread Flame Spread From the results obtained on the various coatings tested, we can extrapolate that most Valspar Wood Finishes' products will have a Class "A" rating (below 25 flame spread). This rating is generally considered as acceptable for all fire protection -building codes in both Canada and the United States.1 Test Results Material Flame Spread Smoke Developed Vinyl Sealer* 7.91 3 VALTEC Pre -catalyzed**' 10.83, Lacquer, DURASPEED Modified*** 9.98 3 Conversion Varnish GLOBAL Resistovar**** 11.42 3 Conversion Varnish * Includes both 550 and 680 VOC Conversion Varnish Vinyl Sealers ** Includes both 550 and 680 VOC Valtec Pre -catalyzed Lacquers *** Includes all DURASPEED Modified Self -Seal Conversion Varnishes **** Includes both 550 and 680 VOC Global Resistovar Self -Seal Conversion Varnishes Document: Flame Spread Ratings Revision 2: 7/03 (Supersedes all previous revisions) t Before specifying any product as compliant to any specific building code or regulation, verify with appropriate authorities the regulatory requirements for the material being specified and the general requirements or codes pursuant to the type of building, its intended use and any and all other relevant or potentially relevant regulations, codes or guidelines. A product's suitability for a particular end use or environment must be determined by authorities governing that use — whether they are advisory or regulatory — and particularly as governed by federal, state and municipal codes. v Lighting Summary LTG -SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 ove 3 stories and all R1 Project Info Compliance forms do not require a password to use. Instructional and calculating cells are write- protected. Project Title: Braganza Tea - Southcenter Mall Date 3/21/2018 Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. For BuildieBODEVtEle CITY OF T U K W I L A APR 0 2 2018 PERMIT CENTER Company Name: Braganza Tea Company Address: 4510 NE 68th Drive, Unit 108 - Vancouver, WA 98661 Applicant Name: Eli Newton Applicant Phone: (360) 608-0307 Applicant Email: eli@braganza-tea.com Project Description ❑ New Building ❑ Addition m Alteration 0 No Lighting Scope Include PROJ-SUM form (included in envelope forms workbook) with lighting compliance forms. Interior Lighting System Description o Interior Lighting Plans Included Ceiling mounted troffer lights Ceiling mounted long, small diameter, bar lights Ceiling mounted track lights Ceiling mounted recessed can lights _ yitust - . ; L Iv Interior Lighting Power Allowance Method o Building Area Method 0 Space -by -space Method Select method used in project. Interior Lighting Controls m All C405.2.1 - C405.2.8 Lighting Controls ❑ C405.2 Exception 5 Luminaire Level Lighting Controls (LLLC) ❑ Additional Efficiency Package Option C406.4 Enhanced Digital Lighting Controls To comply with C406.4, no less than 90% of the total installed interior lighting power shall comply with the required controls per C406.4. Dwelling Unit Interior Lighting Permanently installed interior lighting fixtures in dwelling units comply with: • No Dwelling 0 C405.2 thru C405.5 Commercial Lighting Controls and LPA Units 0 C406.3 High Efficacy Lighting o R404.1 Residential High Efficacy Lighting. Dwelling unit lighting complies with WSEC Residential provisions in Lieu of WSEC Commercial provisions. Exterior Lighting System Description 0 Exterior Lighting Plans Included N/A Building Additions Refer to Section C502.2.6 for additional requirements. Compliance Method Interior lighting Exterior lighting Lighting systems in addition area comply with all applicable provisions as a stand alone new construction project Lighting systems in addition are combined with existing building lighting systems to demonstrate compliance 0 0 Addition is combined with existing: For interior lighting projects, include new + existing -to -remain interior lighting fixture wattage in Proposed Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. For exterior lighting projects, include new + existing -to -remain exterior lighting fixture wattage in Proposed Tradable and Proposed Non -Tradable Lighting Wattage tables in LTG -EXT form. REVIEWED FOR CODE COMPLIANCE APPRAVEQ APR 12 2018 City of Tukwila BUILDING DIVISION CORRECTION b1C004�1 r Lighting Summary, cont. LTG -SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised Nov 2017 Project Title: Braganza Tea - Southcenter Mall Date 3/21/2018 Change of Space Use ❑ Existing interior lighting systems in areas under -going a change in space use are upgraded to comply with LPAs for the new space types per Tables C405.4.2(1) or C405.4.2(2). Identify interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage table in LTG -INT -BLD or LTG -INT -SPACE form. Interior and Exterior Lighting Alterations Select all Lighting Power and Lighting Control elements that apply to the scope of the retrofit project. if project includes a combination of spaces where less than o 50% of the existing fixtures are replaced in some spaces, and 50% or more of the fixtures are replaced in others, then provide separate fighting power compliance forms for the two retrofit conditions. Spaces undergoing the same type of retrofit may be combined into one lighting power compliance form. Refer to Section C503.6 for additional requirements. All alteration lighting controls shall be commissioned per C408.3. 0 No changes are being made to the interior or exterior lighting systems and existing space uses and configuration are not changed. Lighting Power Interior lighting Parking garage Exterior lighting 50% or more of existing are replaced ® ❑ 0 Less than 50% of existing are replaced o ❑ o Lamp and/or ballast replacement only — existingtotal wattage not increased 9 0 0 0 50% or more replaced - Total lighting power of new + existing -to -remain fixtures shall comply with total LPA per Sections C405.4.2 and C405.5.2. Include new + existing -to -remain fixtures in Proposed Lighting Wattage table in LTG -INT -BLD, LTG -INT -SPACE or LTG -EXT form. Less than 50% replaced - Total lighting power of new + existing -to -remain fixtures shall not exceed the total lighting power prior to alteration. Include new + existing -to -remain fixtures in the Proposed Lighting Wattage table in LTG -INT -BLD, LTG -INT -SPACE or LTG -EXT form. 50% threshold applies to number of luminaires for interior spaces and parking garages, and total installed wattage for exterior luminaires. Lighting Controls Interior lighting Parking garage Exterior lighting New wiring installed to serve added fixtures and/or fixtures relocated to new circuit(s) 0 0 ❑ New or moved lighting panel 0 0 0 Interior space is reconfigured - luminaires unchanged or relocated only ❑ New wiring or circuit- For interior lighting, provide required manual controls per C405.2.3, occupancy sensor controls per C405.2.1, daylight responsive controls per C405.2.4 and application specific lighting controls per C405.2.5. For exterior lighting, provide required controls per C405.2.7. New or moved panel - Provide all applicable lighting controls as noted for New Wiring and automatic time switch controls per C405.2.2. Reconfigured interior space - Provide all required lighting controls that apply to a new interior space. Application specific lighting control provisions per C405.2.5 do not apply to reconfigured spaces. Interior Lighting - Building Area Method LTG -INT -BLD 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2. R3. R4 over 3 stories and all R' Revised Nov 2017 Project Title: Braganza Tea - Southcenter Mall Date 3/21/2018 Calculation Area NO1E9 0 New Construction o Addition - o Addition stand alone + existing o Spaces where < 50% of • Spaces where z 50% of o Spaces where the Use luminaires are replaced luminaires are replaced is changing (C505) For Building Department Use LPA Calculation Type • Standard o Additional Efficiency Package Option o C406.3 Reduced Interior Lighting Power To comply with C406.3, the Proposed LPD shall be 25% lower than the Target LPA. Refer to C406.3 for additional requirements. Jj User Notel I 1' x 2' LED Troffer Maximum Allowed Lighting Wattage NOTE 1 Building Area Location (plan #, room #, or ALL) Area Description Gross Interior Area in ft2 Allowed Watts per ft2 Watts Allowed (watts/ft2 x area) NOTE 2 Dining: Cafeteria/fast food ALL Quick service, over4he-counter beverage retailer 650 0.72 468 19 57 Dining: Cafeteria/fast food ALL LED Menu Downlighting 1 120 120 Dining: Cafeteria/fast food ALL Braganza Tea Sign 1 Total 650 Dining: Cafeteria/fast food Proposed Lighting Wattage Building Area Location (plan #, room #) Fixture Description NOTE 3.4.5.6 Number of Fixtures Watts per Fixture NOTE 7 Watts Proposed Dining: Cafeteria/fast food ALL 1' x 2' LED Troffer 3 16 48 Dining: Cafeteria/fast food ALL Celing lights 4 20 80 Dining. Cafeteria/fast food ALL LED Soffit Ceiling Light 3 19 57 Dining: Cafeteria/fast food ALL LED Menu Downlighting 1 120 120 Dining: Cafeteria/fast food ALL Braganza Tea Sign 1 60 60 Dining: Cafeteria/fast food ALL LED Edge Lit Light Board 2 15 30 Dining: Cafeteria/fast food ALL Exit sign 1 5 5 Compliance by Building Area "0TE 8 Building Area Wamings Total Allowed Watts Total Proposed Watts interior Lighting Power Allowance Dining: Cafeteria/fast food 468 400 COMPLIES Note 1- List all unique building areas per Table C405.4.2(1) that occur in the Totals project scope. Select building area category from drop down menu. Note 2 - Unlit Message - Enter lighting fixture information for this building area surface in Proposed Lighting Wattage table to generate Lighting Power Allowance. Note 3 - Proposed fixtures must be listed in the building area in which they occur. list all proposed lighting fixtures including exempt lighting equipment and existing -to -remain fixtures. Note 4 - For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. Notes - For lighting equipment eligible for exemption per 0405.4.1, note exception number and leave Watts/Fixture blank. Note 6 - Existing -to -remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures. Identify as 468 400 Lighting, Motor, and Electrical Permit Checklist, Pg. 1 LTG -CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stones and all R1 Revised Nov 2017 Project Title: Braganza Tea - Southcenter Mall Date 3/21/2018 The following information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Washington State Energy Code, Commercial Provisions. Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building uepartment Notes LIGHTING CONTROLS Yes C405.2 Lighting controls, general For all lighting fixtures, indicate lighting control method on plans for spaces and lighting zone(s) served, or exception taken Electrical plan NA C405.2 Luminaire level lighting controls (LLLC) Indicate on plans all fixtures provided with LLLC in lieu of C405.2 lighting controls; provide description of control capabilities and performance parameters NA C405.1 Lighting in dwelling units For permanently installed lighting fixtures in dwelling units, indicate lighting control method on plans for spaces and lighting zone(s) served, or demonstrate compliance with high efficacy exception Yes C405.2.3 C405.2.1.1 C405.2.2.2 C405.2.4 C405.2.5 Manual controls Indicate on plans the method of manual lighting control (whether combined with occupancy sensor, automatic light reduction, daylight responsive or specific application controls), location of manual control device and area or specific application it serves Electrical plan Yes C405.2.2.1 C405.2.2.2 C405.2.3 Manual interior light reduction controls indicate on plans which method of manual 50% lighting load reduction is provided, or whether lighting load is reduced via occupancy sensors or daylight responsive controls Electrical plan Yes C405.2.2 Method of automatic shut-off control Indicate on plans the method of automatic shut-off control during unoccupied periods (occupancy sensor, time switch or digital timer switch) for all lighting zones; Electrical plan Indicate locations where automatic shutoff is provided by other methods (occupancy sensor or digital timer switch) or which time switch control exception applies NA C405.2.1 C405.2.1.1 Occupancy sensor controls Indicate on plans the spaces served by occupancy sensors; Indicate whether occupancy sensor controls are configured to be manual -on, automatic 50% -on, or serve a space eligible for automatic 100% -on per exception NA C405.2.1.2 Occupancy sensor controls - warehouses Indicate aisleways and open areas in warehouse spaces provided with occupancy sensor controls that reduce lighting power by 50% NA C405.2.2.1 Automatic time switch controls Indicate locations of override switches on plans and the lighting zone(s) served, include area sq. ft. N/A C405.2.6 Digital timer switch Indicate digital timer switch control includes: manual on/off, time delay, audible and visual indication of impending time-out NA C405.2.4.2 C405.2.4.3 Daylight zones - Sidelight and toplight Indicate primary and secondary sidelight daylight zone areas on plans, include sq. ft.; Indicate toplight daylight zone areas on plans, include sq. ft.; For small vertical fenestration assemblies (rough opening less than 10 percent of primary daylight zone) where daylight responsive controls are not required, provide fenestration area to daylight zone calculation(s) NA C405.2.4 Daylight responsive controls Indicate on plans lighting zone(s) served by daylight responsive controls; Identify sidelight and toplight daylight zones that are not provided with daylight sensing controls and the exception(s) that apply; Indicate on plans the lighting load reduction method - continuous dimming, or stepped dimming that provides at least two even steps between 0%-100% of rated power, Indicate that daylight sensing controls are configured to completely shut off all controlled lights in the lighting zone NA C405.2.5 Additional controls Specific application lighting controls Identify spaces and lighting fixtures on plans that require specific application lighting controls per this section NA C405.2.5 Items 1&2 Display and accent lighting Indicate on plans that display and accent lighting, and display case lighting are controlled independently from both general area lighting and other lighting applications within the same space; Indicate manual and automatic lighting control method Lighting, Motor, and Electrical Permit Checklist, Pg. 2 LTG -CHK and all R1 Revised Nov 2017 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories Project Title: Braganza Tea - Southcenter Mali Date 3/21/2018 The following information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Applcabillty (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes NA C405.2.5 - Item 3 Hotel/motel guest rooms Indicate method of automatic control - vacancy or captive key control of all installed luminaires and switched receptacles in guest room NA 0405.2.5 - Item 4 Supplemental task lighting Indicate method and location of automatic shut-off vacancy control for supplemental task lighting, including under -shelf or under -cabinet lighting NA 0405.2.5 - Item 5 Lighting for non- visual applications Indicate on plans eligible non -visual lighting applications, include sq. ft. area of each lighting control zone; Indicate on plans that non -visual lighting are controlled independently from both general area lighting and other lighting applications within the same space; Indicate method of manual lighting control and applicable automatic lighting control NA C405.2.5 - Item 6 Lighting equipment for sale or demonstration Indicate on plans that lighting equipment for sale or demonstration are controlled independently from both general area lighting and other lighting applications within the same space; Indicate method of manual lighting control and applicable automatic lighting control NA C405.2.5 - Item 7 Means of egress lighting Identify on plans egress fixtures that function as both normal and emergency means of egress illumination; Provide calculation of lighting power density of total egress lighting; If total egress lighting power density is greater than 0.02 W/sq. ft., indicate on plans egress fixtures requiring automatic shut-off during unoccupied periods; Indicate method of automatic shut-off control NA C405.2.7 Exterior lighting controls Indicate on exterior lighting plans and fixture schedules the automatic lighting control method, control sequence, and locations served; For building facade and landscape lighting, indicate automatic controls shut off lighting as a function of dawn/dusk and fixed opening/closing time; For all other exterior lighting, indicate automatic controls shut off lighting as a function of available daylight include control sequence that also reduces lighting power by at least 30% between 12am-6am, or from 1 hour after closing to 1 hour before opening, or based upon motion sensor NA 0405.5.1 Exterior building grounds lighting controls For building grounds fixtures greater than 100 watts, indicate on plans whether fixtures have efficacy greater than 80 lumens or, are controlled by motion sensor, or are exempt lighting per C405.5.2 NA C405.2.5 (listed after C405.2.7) Area controls - Master control switches and circuit power limit Indicate location(s) of master control switch(es) intended to control multiple independent switches; circuit breaker may not be used as a master control switch; Verify that no 20 amp circuit controlled by a single switch or automatic control is loaded beyond 80% ADDITIONAL EFFICIENCY PACKAGE OPTION - ENHANCED DIGITAL LIGHTING CONTROLS NA 0406.4 Enhanced digital lighting controls 9 9 To comply with additional efficiency package option, indicate on plans all interior lighting fixtures that are individually addressed and provided with continuous dimming, or exception taken; Include calculation of percent total installed interior lighting power that is configured with required enhanced lighting control functions (min 90% to comply with additional efficiency package option) Lighting, Motor, and Electrical Permit Checklist, Pg. 3 LTG -CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stones and all R1 Revised Nov 2017 Project Title: Braganza Tea - Southcenter Mall Date 3/21/2018 The following information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Appllcablllty (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents tbuiding Uepartment Notes INTERIOR LIGHTING POWER & EFFICACY Yes C405.4.1 C405.4.2 Total connected interior lighting power Include all luminaires in lighting fixture schedule; indicate fixture types, lamps, ballasts, and manufacturer's rated watts per fixture; Electrical plan Identify spaces eligible for lighting power exemption on plans and in compliance forms; indicate the exception applied; Identify lighting equipment eligible for lighting power exemption in fixture schedule and in compliance forms; indicate the exception applied; Indicate that exempt lighting equipment is in addition to general area lighting and is controlled independently Yes C405.3 Exit signs Indicate location of exit signs on plans and rated watts per ) fixture in lighting fixture schedule (maximum 5 watts per side Electrical plan NA C405.1 Lighting in dwelling units -lamp efficacy If high efficacy exception is applied to permanently installed lighting fixtures in dwelling units, indicate in lighting fixture schedule if lamps in fixtures are high efficacy per R404.1. Calculate percentage of fixtures with high efficacy lamps in project (min 75% to comply with exception). Interior Lighting Power Calculation - Indicate compliance path taken Yes C405.4.2.1 Building Area Method Complete required compliance forms — proposed wattage per building area does not exceed maximum allowed wattage per building area; identify locations of building areas on plans LTG -INT -BLD Worksheet NA C405.4.2.2 Space -By -Space Method Complete required compliance forms — total proposed wattage does not exceed maximum allowed wattage; identify locations of space types on plans, including retail display areas, lobby art & exhibit display areas, and ceiling heights as applicable ADDITIONAL EFFICIENCY PACKAGE OPTION - REDUCED INTERIOR LIGHTING POWER DENSITY NA C406.3 Reduced lighting power density To comply with additional efficiency package option, demonstrate in compliance forms that total connected interior lighting wattage is 25% less than the total maximum allowed lighting wattage via Building Area Method or Space -By -Space Method NA C406.3 Reduced lighting power density - dwelling unit lamp efficacy For project with dwelling units, to comply with additional efficiency package option indicate in lighting fixture schedule if lamps in interior fixtures have efficacy rating of 60 lumens per watt or more. Calculate percentage of fixtures with lamps that have this efficacy rating (min 95% to comply with option) EXTERIOR LIGHTING POWER & EFFICACY NA 0405.5.2 Total connected exterior lighting power Include all luminaires in lighting fixture schedule; indicate fixture types, lamps, ballasts, and manufacturer's rated watts per fixture; Identify exterior applications eligible for lighting power exemption on plans and in compliance forms; indicate exception applied; Indicate that exempt exterior lighting is controlled independently from non-exempt exterior lighting; include exception claimed for each fixture or group of fixtures under exception category NA Table C405.5.2(1) Exterior lighting zone Indicate building exterior lighting zone as defined by the AHJ NA C405.5.1 Exterior building grounds lighting For building grounds fixtures rated at greater than 100 watts that are complying based on efficacy, indicate rated lamp efficacy (in lumens per watt) in fixture schedule NA C405.5.2 Exterior lighting power calculations Complete required compliance form — proposed wattage for exterior lighting plus base site allowed does not exceed maximum allowed Lighting, Motor, and Electrical Permit Checklist, Pg. 4 LTG -CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stones and all R1 Revised Nov 2017 Braganza Tea - Southcenter Mall Date 3/21/2018 The following information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Applicability (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents Building Department Notes LIGHTING ALTERATIONS Yes C503.6 Interior and parking garage lighting fixture alterations Where a 50% of existing luminaires in interior space(s) or parking garage are replaced; indicate compliance path (building area or space -by -space method); include all new and existing -to - remain luminaires in compliance form (LTG -INT -BLD or LTG - INT -SPACE); indicate proposed lighting wattage does not exceed maximum allowed per compliance path Electrical plan Where < 50% of existing luminaires in interior space(s) or parking garage are replaced; indicate total existing lighting wattage in each space prior to alteration; include all new and existing -to -remain luminaires in LTG -INT -SPACE form; indicate proposed total lighting wattage in alteration area does not exceed total existing lighting wattage prior to alteration NA C503.6 Exterior lighting fixture alterations Where z 50% of existing exterior lighting wattage is replaced; include all new and existing -to -remain luminaires in LTG -EXT form; indicate proposed total exterior lighting wattage does not exceed maximum allowed o Where < 50% of existing exterior lighting wattage is replaced; indicate total existing lighting wattage prior to alteration; include all new and existing -to -remain luminaires in LTG -EXT fore; indicate proposed total exterior lighting wattage does not exceed total existing wattage prior to alteration NA C503.6 Interior lighting wiring alterations Where new wiring is installed to serve new interior luminaires and /or luminaires are relocated to a new circuit indicate lighting controls are provided (as applicable) - manual (C405.2.3); occupancy sensor (C405.2.1); daylight responsive (C405.2.4); specific application (C405.2.5); exit signs (C405.3) NA C503.6 Exterior lighting wiring alterations Where new wiring is installed to serve new exterior luminaires and /or luminaires are relocated to new circuit; indicate exterior lighting controls are provided (C405.2.7) NA C503.6 Lighting panel alterations Where a new lighting panel is installed or an existing panel is moved (all new raceway and conductor wiring); indicate lighting controls are provided (as applicable) - same provisions as wiring alterations; time switch controls and manual light reduction controls (C405.2.2) Yes C503.6 Interior space reconfiguration Where interior space(s) is reconfigured (permanently installed walls or ceiling -height partitions); indicate lighting controls are provided (as applicable) - same provisions as lighting panel alterations Plan view Yes C504.2 Lighting repairs Identify existing luminaires being upgraded with bulb and / or ballast replacement; indicate fixture alteration does not increase existing fixture wattage Electrical plan Yes C505.1 Change of space use Identify spaces on plans where the building area type or space use type is being changed from one type to another per Tables C405.4.2(1) or (2) Plans Indicate compliance path (building area or space -by -space method); include all new and existing -to -remain luminaires in compliance form (LTG -INT -BLD or LTG -INT -SPACE); indicate proposed lighting wattage does not exceed maximum allowed per compliance path LTG -INT -BLD worksheet RECEPTACLES NA C405.10 Controlled receptacles Identify all controlled and uncontrolled receptacles on electrical plans in each space in which they are required; include receptacle configuration such as spacing between controlled and uncontrolled, duplex devices, etc; Indicate on plans whether the method of automatic control for each controlled receptacle zone is by occupant sensor or programmable time -of -day control • Lighting, Motor, and Electrical Permit Checklist, Pg. 5 LTG -CHK 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised Nov 2017 Braganza Tea - Southcenter Mall Date 3/21/2018 The following information is necessary to check a permit application for compliance with the lighting, motor, and electrical requirements in the Appllcablllty (yes,no,na) Code Section Component Compliance information required in permit documents Location in Documents 13Wltlmg Department Notes MOTORS TRANSFORMERS, ELECTRIC METERS, INTERIOR TRANSPORTATION NA C405.6 Electrical transformers Include electrical transformer schedule on electrical plans; indicate transformer size, efficiency, or exception taken NA C405.7 Dwelling unit electrical energy consumption Indicate on electrical plans that each dwelling unit in Group R-2 has a separate electrical energy meter NA C405.8 Electric motor efficiency Include all motors, including fractional hp motors, in electric motor schedule on electrical plans; indicate hp, rpm, rated efficiency, or exception applied NA C405.9.1 Elevator cabs For luminaires in each elevator cab, provide calculated average efficacy of combined fixtures that indicates efficacy is not less than 35 lumens per watt; Indicate rated watts per cfm for elevator cab ventilation fans do not exceed 0.33 watts per cfm; Indicate automatic controls that de -energize lighting and ventilation fans when elevator is stopped and unoccupied for a period of 15 minutes or more NA C405.9.2 Escalators and moving walks Indicate escalators comply with ASME A17.1/CSA B44; automatic controls are configured to reduce operational speed to the minimum permitted when not in use NA C405.9.3 Regenerative drive Indicate all one-way down or reversible escalators are provided with a variable frequency regenerative drive DOCUMENTATION AND SYSTEM REQUIREMENTS TO SUPPORT COMMISSIONING (Cx) NA C408.3 Scope of electrical power and lighting systems commissioning Indicate that all electrical systems (receptacles, transformers, motors, vertical and horizontal transportation) for which the WSEC requires control functions and / or configuration to perform specific functions are required to be commissioned; Where total building lighting load is > 20 kW, or where total lighting load of luminaires requiring daylight sensing and / or occupancy control > 10 kW, indicate that all automatic lighting control systems are required to be commissioned; or provide building lighting power calculation demonstrating eligibility for exception; NA C405.13 C408.1.1 C408.1.2 C408.1.4.2 C103.6 Commissioning requirements in construction documents Indicate Cx requirements in plans and specifications for all applicable electrical and lighting control systems per C408; Include general summary with at minimum Items 1 thru 4 of the Cx plan per C408.1.2 including: narrative description of activities, responsibilities of the Cx team, schedule of activities including verification of project close out documentation per C103.6, and conflict of interest plan (if required); Include in general summary that a Cx project report or Compliance Checklist (Figure C408.1.4.2) shall be completed by the Certified Cx Professional and provided to the owner prior to the final electrical inspection NA C408.3.1 Functional performance testing criteria Identify in plans and specifications the intended operation of all equipment and controls during all modes of operation, including interfacing between new and existing -to -remain systems PROJECT CLOSE OUT DOCUMENTATION Yes C103.6.3 Project close out documentation requirements Indicate in plans that project close out documentation is required including WSEC lighting compliance forms and calculations that document all interior and exterior lighting area and / or surface types, lighting power allowances and installed densities Plans If "no" is selected for any question, provide explanation: End of Lighting, Motor & Transformer Permit Documents Checklist March 08, 2018 City of Tukwila Department of Community Development SHAWN MEYER PO BOX 517 CAMAS, WA 98607 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number DI8-0049 BRAGANZA TEA - 507 SOUTHCENTER MALL Dear SHAWN MEYER, Allan Ekberg, Mayor Jack Pace, Director 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 following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of24x36; all sheets shall be the same size. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Please remove all red landlord notes and incorporate the notes in the plan notes and provide the information with detail specifications as requested by the landlord. Also, on the front cover sheet revise the type of construction as Type II construction. 2. On sheet A 1.00, specify or indicate what the 20' x 32' box is located outside of the exit door in the corridor. 3. Provide complete details, specifications, and dimensions for the bulkhead over the front of the store as indicated in the engineering pack. Bulk head details shall be included in the plan set and shall be stamped, signed, and dated by the engineer. If required, special inspections for framing and concrete repairs shall be noted on the plans. 4. Please complete a Prescriptive Worksheet — All Climate Zones, Glazing Schedule, Heating System Sizing Worksheet per the Washington State Energy Code 2015. Forms are available on the WSEC website http://www.energy.wsu.edu/BuildingEfficiency/EnergyCode.aspx 5. Provide documentation in plan notes and details that specify fire-resistant materials in framing, wood flooring and other related wood finishes to include plastics or other related materials in accordance with their flame spread and smoke -developed indexes. All materials shall comply with Type II construction. Engineer's specifications for plywood and other wood framing shall indicate fire -retardant -treated wood. (IBC 402.8, 801.2, 803.1.1 & 806.1) 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 6. Provide mechanical and plumbing drawings with the construction plan set. Separate permits for each shall be required. Please note, concrete floor saw cuts for utilities shall be verified by the engineer with specifications for location and repairs. 7. Provide a door schedule with specifications for door hardware and finishes. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, 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. Sincerely, *12, jtO Bill Rambo Permit Technician File No. D18-0049 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 HERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0049 DATE: 04/06/18 PROJECT NAME: BRAGANZA TEA SITE ADDRESS: 507 SOUTHCENTER MALL Original Plan Submittal Revision # X Response to Correction Letter # 1 before Permit Issued Revision # after Permit Issued DEPARTMENTS: )4 -0.--(.6 ui ing Division IV Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 04/10/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 05/08/18 ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY c PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0049 DATE: 02/27/18 PROJECT NAME: BRAGANZA TEA SITE ADDRESS: 507 SOUTHCENTER MALL X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: AT COW 3)--48 Building Division l`aut`ik WoVA— k J' ill PRELIMINARY REVIEW: Not Applicable n (no approval/review required) AA /WC Fire Prevention Structural Nk. 1211 Planning Division ❑ Permit Coordinator al DATE: 03/01/18 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 03/29/18 Approved ❑ Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only (� CORRECTION LETTER MAILED: S-'01--1 Departments issued corrections: Bldg Fire 0 Ping 0 PW ❑ Staff Initials: l 12/18/2013 • Date: 112-S114) City of Tukwila 0 REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: to 1q- OOMPt ❑ Response to Incomplete Letter # [� Response to Correction Letter # k ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # RECEIVED CITY OF TUKWILA APR 0 2 2018 PERMIT CENTER Project Name: dra anTe.. Project Address: Co -I So.>,kk's ce.A-e4 VA,eak. Contact Person: E�� tJ�e.�.r'1�or1 Phone Number:..icO 4,O%, - 0301 Summary of Revision: actSfbNTo r" teweL.o Y1 fS 1. Cow“Pl.rc.ZC-D oN ALL P'AC►rc.S 2. 3. THE 60X wiNs 4 dLRoNEo...s 7 i2Ewt-VIrSD FRow• PlerNS . `t.N6.,tNEE4ir1144 U4.TAIt-S Rtomt, 'To '!NE PLMtNj . AS ZE(t ftLa.*s S. THE PO.EScOAP'[,vi.. Lo>n& RER.A4sit.D b`? istkV AKre . 'iNE 1.14N'io.lA WrAinntti ./ wits IN S'ttyt0; ComPtkTEtb L AllftotED. 5 . 'C4lE CEJ L`1 W o oD I t*.1\SH !S -trt F Slot/LE'FYt.SN't CLADDUN G . Ot.1L" 1 fouve'I"tc ivityttiukt. tS OLD Svf-FitCvNG► . SEE A%.00, "FthI SN twii0-1AL1rc4Et•►O•S91,1/4M• 1%ND " ‘" R.E nnh ELKS . Vu tv 3lNc. ?t*t4 R"ITf'ltt%FD, tMEctiMtiNlc m.- to QEhnAltd 1. SEE Pt X.00 c-Lcot. ?LAN Sti G el r!o'! ES is b \tel Sheet Number(s): S1-tv1,4 ma t•roT4 S PcOpvE . "Cloud" or highlight all areas of revision including date f rev' ion Le Received at the City of Tukwila Pe it Center by: • (7/c Entered in TRAKiT on W:\Permit Center\TemplatesWorms\Revision Submittal Formdoc Revised: August 2015 FUTURE BUILDERS INC i -lame Espanol Contact Safety & Health Claims & Insurance CWashington State Department of A Labor & Industries Search L&I A -Z Index Help Page 1 of 2 My L&I Workplace Rights Trades & Licensing FUTURE BUILDERS INC Owner or tradesperson Principals MEYER, SHAWN M, PRESIDENT MEYER, DARBY JEAN, SECRETARY Doing business as FUTURE BUILDERS INC WA UBI No. 602 069 738 8931 SE Foster Road #100 PORTLAND, OR 97266 503-252-9197 Business type Corporation Governing persons SHAWN MEYER DARBY COVNOT MEYER; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no, FUTURBI952C2 Effective — expiration 03/01/2005— 03/13/2019 Bond ... ........ American Contractors Indem CO Bond account no. 100169643 $12,000.00 Received by L&I Effective date 07/15/2011 07/12/2011 Expiration date Until Canceled Insurance .............. . Ohio Cas Ins Co $1,000,000.00 Policy no. BK055772034 Received by L&I Effective date 06/16/2017 08/05/2017 Expiration date 08/05/2018 Insurance history Savings No savings accounts during the previous 6 year period. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602069738&LIC=FUTURBI952C2&SAW= 04/17/2018 FUTURE BUILDERS INC �, Lawsuits against the bond or savings No lawsuits against the bond or savings acct,.. ics during the previous 6 year period. L&I Tax debts ........................._.............. No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 583,627-00 Doing business as FUTURE BUILDERS Estimated workers reported Quarter 4 of Year 2017 "0" Workers L&I account contact T5 / BETTY WHALIN (360)902-5137 - Email: VABE235@Ini.wa.gov Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes ......_........................................... No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Page 2 of 2 © Washington State Dept. of Labor & Industries. Use of this site is subject to the lavas of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602069738&LIC=FUTURBI952C2&SAW= 04/17/2018 FUTURE BUILDERS INC 0 Washington State Department of Labor & Industries Home F.spaiiol Contaet. Search L&I A -'Z Index Help Safety & Health Claims & Insurance Workplace Rights FUTURE BUILDERS INC Owner or tradesperson Principals MEYER, SHAWN M, PRESIDENT MEYER, DARBY JEAN, SECRETARY Doing business as FUTURE BUILDERS INC WA UBI No. 602 069 738 8931 SE Foster Road #100 PORTLAND, OR 97266 503-252-9197 Business type Corporation Governing persons SHAWN MEYER DARBY COVNOT MEYER; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. FUTURBI952C2 Effective — expiration 03/01/2005— 03/13/2019 Bond American Contractors Indem CO Bond account no. 100169643 $12,000.00 Received by L&I Effective date 07/15/2011 07/12/2011 Expiration date Until Canceled Insurance Ohio Cas Ins Co $1,000,000.00 Policy no. BK055772034 Received by L&I Effective date 06/16/2017 08/05/2017 Expiration date 08/05/2018 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings Page 1 of 2 My L.&I Trades & Licensing Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602069738&LIC=FUTURBI952C2&SAW= 4/13/2018 7alspar TECHNICAL INFORMATION SHEET Flame Spread Ratings Tests were run at the National Gypsum Fire Testing Laboratory in Buffalo, NY on numerous Valspar Wood Finishes' product lines in accordance with the ASTM E-84-01 test method for surface burning characteristics of materials. Results were reported for Flame Spread and Smoke Developed. The readings obtained represent a comparison with 1\4 inch inorganic -reinforced cement board expressed as zero flame rating. Results were reported based upon the coating itself (with no influence from the substrate). The most broadly utilized classification system is the National Fire Protection Association (NFPA) Life Safety Code (NFPA No. 101). Classes are defined as follows: Class A Class B Class C 0 to 25 26 to 75 76 to 200 Flame Spread Flame Spread Flame Spread From the results obtained on the various coatings tested, we can extrapolate that most Valspar Wood Finishes' products will have a Class "A" rating (below 25 flame spread). This rating is generally considered as acceptable for all fire protection -building codes in both Canada and the United States.' Test Results Material Flame Spread Smoke Developed Vinyl Sealer* 7.91 3 VALTEC Pre -catalyzed** 10.83 0 RECEIVEDLacquer CITY OF TUKWILA DURASPEED Modified*** 9.98 3 Conversion Varnish APR 0 6 2018 GLOBAL Resistovar**** 11.42 3 PERMIT CENTER Conversion Varnish * Includes both 550 and 680 VOC Conversion Varnish Vinyl Sealers ** Includes both 550 and 680 VOC Valtec Pre -catalyzed Lacquers *** Includes all DURASPEED Modified Self -Seal Conversion Varnishes **** Includes both 550 and 680 VOC Global Resistovar Self -Seal Conversion Varnishes CORRECTION LTR# Document: Flame Spread Ratings Revision 2: 7/03 (Supersedes all previous revisions) D�8-oo�9 Before specifying any product as compliant to any specific building code or regulation, verify with appropriate authorities the regulatory requirements for the material being specified and the general requirements or codes pursuant to the type of building, its intended use and any and all other relevant or potentially relevant regulations, codes or guidelines. A product's suitability for a particular end use or environment must be determined by authorities governing that use — whether they are advisory or regulatory — and particularly as governed by federal, state and municipal codes.