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Permit D15-0097 - DAISO JAPAN - TENANT IMPROVEMENT
DAISOJAPAN 1378SOLJTHCENTER MALL D15-0097 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.Rov DEVELOPMENT PERMIT Parcel No: 9202470010 Permit Number: D15-0097 Address: 1378 SOUTHCENTER MALL Issue Date: 10/14/2015 Permit Expires On: 4/11/2016 Project Name: DAISO JAPAN Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940, CARLSBAD, WA, 92013 Contact Person: Name: THEO MANNING Address: 5209 LAKE WASHINGTON BLVD NE #200, KIRKLAND, WA, 98033 Contractor: Name: SATOH BROTHERS INTERNTNL INC Address: 879 W 190 ST, STE 935, GARDENA, CA, 90248 License No: SATOH618561-9 Lender: Name: SATOH BROTHERS INT'L INC Address: 879 W 190 ST #910 , GARDENA, CA, 90248 DESCRIPTION OF WORK: Phone: (425) 827-2100 Phone: (310) 768-2700 Expiration Date: 8/19/2017 TENANT IMPROVEMENT - DEMOLTION OF PARTITION WALLS, CEILING SYSTEM, LIGHTING FIXTURES, STOREFRONT. Project Valuation: $100,000.00 Fees Collected: $2,577.02 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: 116 Occupancy per IBC: M Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-4613: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channel ization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No C _ Permit Center Authorized Signature: Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signatu Print M Date: to • Lt. tots 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: 23: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 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: 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) 5: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 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 1008.1.9.1) 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 1011.1) 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 section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6) 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 1017.1) 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 1011.6.3) 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 1006.3.1) 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) 15: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 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). 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. 22: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 24: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 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 laterially 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: 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. 34: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 35: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 36: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 37: 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). 38: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 39: 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. 40: 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" 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH & GYPSUM 0406 SUSPENDED CEILING CITY OF TUKW. Community Development Department • Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http:/hvw,Nv.TukwilaWA.eov Building Pern... No. t ) I N5 Project No. IF Date Application Accepted:-?j07!:f� Date Application Expires: use 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 IggKing Co Assessor's Tax No.: Site Address:-��aQ�Sn JtHC.E-N-I M MA-L -- l Z✓ �8 Suite Number: 13-+Floor:-J. Tenant Name: VA -%o J"A A New Tenant: El ..... Yes yN ..No PROPERTY OWNER Name: 1n� 5-( S9,;fyzx ER- VukyNt JoKnJSe Address: uoo 59J-rviceNtm IGwI LAr State: W* Zip:gB 88 CONTACT PERSON — person receiving all project communication Name: -TKoV MA-N N 1 N 6, Address: c� �q U 4hW �'ronJ ®LV,p 1NE 41q00 City: l,> � State: l s/ A� Zip: Q bm Phone ,f,S 82� 2100 Fax: CzS•ZS)828-b8g4 rmil: -rA4 A,N 4 1 N 6 4J rV o ELK . Lon•, GENERAL CONTRACTOR INFORMATION Company Name: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: � �, r d� 1�(0 A4GI,I.T evfs we. Architect Name: Jp1Efn Address: 52Qq City: Vie, 1:�, L,&N b State: Zip: Too?3 Phone:(42 ,bJ;3- 210o Fax:(-,LS) 8 ZS - Email: .i��►'l�M(YV IS-t'irtiOGN. Conte ENGINEER OF RECORD Company Name: N J Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: `5A-ro lA 9 Address: City: N State: Zip: 02ts o. S H:Wpplications\Forms-Applications On Linc\2011 ApplicationsTe mit Application Revised - 8-9-1 Ldocx Revised: August 2011 bh Page] of 4 BUILDING PERMIT INFORMATION 16-431-3670 Valuation of Project (contractor's bid price): $ 1 D 0.1 o °O Existing Building Valuation: $ Describe the scope of work (please provide detailed information): t'A-A1JP� 14�1Mpp.-bE!►lzt,i1rojV E�F/�wp'L�S� 6-c, t,ING S�SY��"` t.l�rt1 F!>`�`'+�t3� 57-2rf�9nl-r (�nrr 1?F M���� . N� S-Y'�2efxarY� G+�� �, vb �'�SYE�►� u °�''�5 . Will there be new rack storage? ❑..... Yes 19C No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I51 Floor 3 2"d Floor 3rd 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) _Opc *For an Accessory dwelling, provide the following: 1\. lAr 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 X....... No If "yes". explain: FIRE PROTECTIONIHAZARDOUS MATERIALS: ......Sprinklers 19....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ....... Yes k...... No If `yes', attach list of materials and storage locations on a separate 8-112"x II " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM N) pr ❑ .......On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms•Applications On Line\2011 ApplicationsTermit Application Revised - 8.9-1 l.docx Revised: August 2011 Page 2 of 4 bh 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 OR AUTHORIZED AGENT: Signature: Print Name: % I klb M fiNN Date: 4 I �70 1 Z'o 07 Day Telephoner02-4- 2-1 Co Mailing Address: 5 2 v-( L-AV—E yff5N 1-v67o ,-4 C"R, els t4Ir=y—LND Wk q 607215 City State Zip H:Wpplications\Forms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-11_docx Revised: August 2011 Page 4 of 4 bh Date Paid: Tuesday, February 16, 2016 Paid By: FEDERICO BOWMAN Pay Method: CREDIT CARD 016156 Printed: Tuesday, February 16, 2016 11:19 AM 1 of 1 - RWSY57EM5 DESCRIPTIONS PermitTRAK PAID $1,593.41 D15-0097 Address: 1378 SOUTHCENTER MALL Apn: 9202470010 $1,593.41 DEVELOPMENT $1,517.75 PERMIT FEE R000.322.100.00.00 0.00 $1,513.25 WASHINGTON STATE SURCHARGE 13640.237.114 0.00 $4.50 TECHNOLOGY FEE $75.66 TECHNOLOGY FEE TOTAL FEES PAID RECEIPT:• i R000.322.900.04.00 0.00 $75.66 Date Paid: Wednesday, October 14, 2015 Paid By: SATOH BROTHERS INTERNTNL INC Pay Method: CHECK 7005 Printed: Wednesday, October 14, 2015 11:36 AM 1 of 1 RWY57EM5 Date Paid: Thursday, April 30, 2015 Paid By: FREIHEIT & HO ARCHITECTS INC Pay Method: CHECK 33228 Printed: Thursday, April 30, 2015 1:17 PM 1 of 1 "WSYS7EM5 TC� INSPECTION RECORD rr, G Retain a copy with permit D��' ® © � 7 1 PK N 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 Project-.. ® Type f Inspection: t Address: 37 e 10��-'�V � �/ V Date Calle Special Instructions: Date Wanted: M I a,m. P.M. Requester: Phone No: inspector: Date: El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection 2 INSPECTION RECORD 007,71 Retain a copy with permit S' INSP ION N0. PERMIT NO. CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: �.. I>aS © Type of In pection: t 6�Qf Address: ,,,,Date Called: Special Instructions: 4� Date Wanted: a.m. 3_17p.m. Requester: Phone No: Inspector: Date, RE(NSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD I ® Retain a copy with permit f� 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 �G - L/ Pro ct: �t �S e o Ins Typpectiorn. —V All Address: � � .Date Called: Special instructions: A I 1" DateWa a.m. 3 P 4-- p.m. Requester: Phone No: IInspector: rG�' IDate3 _ q / —1(— i REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Calf to schedule reinspection. INSPECTION RECORD �� � Retain a copy with permit =Il _ NS ,CT10N N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit. Inspection Request Line (206) 438-9350 Pr 'ect�: � is 1-ype of Inspection: ' !� � r ''I Address: V 56- t A G . "qq Date Date Called' Special Instructions: Date Wanted: a.m. Z - f ,C 30 Requester: Phone No: Approved per applicable codes. V.corrections required prior to approval. COMMENTS: rk(,-)f lot C/k d ec-1 L ]J0 t /1�7 'Ir r P I'// L111-1 ♦ f - I - I . t - j �' i6l ak C 1 411 Ll I EY Vt I v tCq inspector:_ Iuate�— REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. r INSPECTION RECORD Retain a copy with permit D/Y d Oq % !N ONN 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 P't: M ( - Type of Inspection: & SLc t&-,- Address: 7 Sdw G .eta Date Ca e Special Instructions: ,0 M Date Wanted: a.m. Z — 7�3 ' / p.m. !o Requester: Phone No: El REINSPECTION FEE REQUIRED, Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD GL—� Retain a copy with permit P(S 0 0 7 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 Pr sect:'- c Type of Inspectior Address: 50L ('(-v •mot slate Catlhd: Special Instructions: �A 1� Date Wanted: Z-IfC a.m. p.m. Requester: Phone No: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catt to schedule reinspection. M INSPECTION RECORD �t✓ v ©V Retain a copy with permit CT97-1 ION 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 Pro'ect: < 9. Type�o�l� s OU S19) eectionj Address: 3 78 Cf l Date Call d: Special Instructions: P,M Date Wanted: a.m. Z, r 6 .-1'6 p.m. 4 R��uester: Pho (o: 5 `S 7 !1 1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: I W v f r� Vop 6" a t/C'v Z ©Q n P-'L A 0k e-a 914 60ld le Inspector:r--Dater `�� �� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. e I INSPECTION RECORD 3 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 Projects �b TYpepf� spectio Aldress: 3 7� oAtC*-ZfaI Date Call d: Special Instructions: �ld/� Date Wanted: a.m. Z. p.m. Requester: Ra U Phon o: J` 7 Approved per applicable codes. 4Corrections required prior to approval. Lcu, IInspector: IDate: � _ 17 — `6 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I. INSPECTION RECORD d Detain a copy with permit �f d IN'!PECTION 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 Projecti r ® Type of Inspections �(I*u Address 3?o Serf C* k Date Called: Special Instructions: /A 411 Date Wanted: a.m. Z �' p.m. Requester: Phone No: (Inspector: er_� Iuate:a_ j �_,L REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 1 -- s - f `lI Retain a copy with permit D15 — UQ S , INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: \Sri o v�-r Type ofi Inspection: Vt4 d T v Address: Suite #: / % 8 SC_ M,/kI Contact Petson: Special Instructions: Phone No.: 7-Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' 2— f S ti Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector - Date: j1221/6 I Hrs.: 2_ d ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. timing Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD / �; - S Retain a copy with permit 15- — INSPECTION NUMBER S ' PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspection: Address: Suite #: Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: yo_ I Date: 2// 7 />/_ I Hrs.: / . d $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 Y INSPECTION RECORD his~- rwn 7 3 Retain a copy with permit / - s- /+ r INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: -�- A t S -Ty-'At/ ;A Type of Inspection: 9 ,J to Z-- Address: 1 ALL Contact Person: Suite #: Special Instructions: Phone No.: ® Approved per applicable codes. Corrections required prior to approval. If COMMENTS: ✓f e , ; LOPS -tv 6C 1',✓ 0 I c Jam,.-s4,, 4 � r + rP L S40C.ry-T r Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: f Date: d Hrs.: g ❑ $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 INSPECTION RECORD D/ S00q 7 Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspection: Address: 3-! S� Contact Person: Suite #: Special Instructions: Phone No.: !Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: F Needs Shift Inspection: F Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: C,� Cr- , a- I Date: 3j/6114 1 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 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: _ Di-q f 5-o A PA l` % Type of Inspection: -!�� ry Address: / 3 7� M �� Contact Person: Suite #: Special Instructions: Phone No.: �A Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupant Type: Inspector: / Date:I Hrs.: P f $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Bming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Info Project Address 2800 Southcenter Mall #1378 Date 5/28/2015 Compliance Tukwila, WA 98188 For Building Department Use forms do not require a password to Applicant Name: Freiheit and Ho Architects, Inc, P. S. - Attn: Theo Mar use. FILE Instructional and calculating cells Applicant Address: 5209 Lake Washington Blvd NE Kirkland WA 98033 Applicant Phone: 425-827-2100 are write- [Project Description ❑ New Building ❑ Addition ❑ Alteration ❑ Plans Included Lighting Compliance Path Lighting Power Density Calculations O Total Building Performance (If Total Building Performance then only LGT-CHK is required.) Lighting Power Allowance Building Area Method QQ Space -By -Space M Vi"EWED FORMethod Selection required to ffhodREDE COMPLIAN I enable LPA forms Interior Lighting System A Description JUN 0 9 2015 Briefly describe lighting system type and features. Cj f TUIfiMIIca BUILD NG DiVISIai Additions and Change of Space Use (C101.4.3 & C101.4.4) ❑ Addition area or Change of Space Use area complies with all applicable provisions as stand alone project ❑ Addition area is combined with existing building lighting systems to demonstrate compliance with all applicable provisions per C101.4.3 Provide Building Area Method (LTG-INT-BLD) or Space -By -Space Method (LTG-INT-SPACE) Compliance Form. Document maximum allowed and proposed (including existing if applicable) lighting wattage of Addition or Change of Use space. Provide applicable lighting controls per C405.2 and commissioning of lighting controls per C405.13. Alterations, Renovations and Repairs (C101.4.3.1) Q 60% or more of luminaires in space replaced Provide Building Area Method (LTG-INT-BLD) or Space -By -Space Method (LTG-INT-SPACE) Compliance Form. Document maximum allowed wattage within the lighting retrofit space in Maximum Allowed Wattage table and proposed (including existing) lighting wattage in Proposed Wattage table. Retrofit and non -retrofit spaces shall be documented separately using multiple forms. Less than 60% of luminaires in space replaced Provide a separate Space -By -Space Method (LTG-INT-SPACE) Compliance Form for this retrofit area. Document existing total wattage within the lighting retrofit space in cell provided in the Maximum Allowed Wattage table. Document proposed (including existing) lighting wattage in the Proposed Wattage table. ❑ Lamp and/or ballast replacement within existing luminaires only — existing total interior building wattage not increased ❑ New wiring installed to serve added fixtures and/or fixtures relocated to new circuit Provide applicable manual lighting controls (C405.2.1), occupancy sensors (C405.2.2.2), daylight zone controls (C405.2.2.3), specific application controls (C405.2.3), and commissioning of lighting controls per C405.13 [� New or moved lighting panel Provide all applicable lighting controls as noted for New Wiring, automatic time switch controls (C405.2.2.1), and commissioning of lighting controls per C405.13. ❑ Space is reconfigured - luminaires unchanged or moved only Provide all applicable lighting controls as noted for New Wiring and commissioning of lighting controls per C405.13. L] No changes are being made to the interior lighting and space use not changed. RECE.VED � ORRECTIGW K ILA ,_T R# _....1..,.,..... M14 J 1 2015 PERMIT CENTER D19 0 00 q'I "ra `V 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address 2800 Southcenter Mall #1378 Date 5/28/2015 Lighting Alterations, Renovations & Building Additions For Building Department Use 0 Less than 60% 60% or more 0 Stand alone 0 Addition Notes: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing bldg lighting to demonstrate compliance. Refer to C101.4.3. b. For retrofits and building additions, provide Space Types and gross interior areas in the Maximum Allowed Lighting table. If a builidng addition will comply as combined with the overall existing builidng, include all applicable existing Space Types and gross interior areas. c. Document new fixtures and all existing to remain fixtures in the Proposed Lighting table. d. If less than 60% of existing fixtures will be replaced, provide total existing lighting wattage (prior to retrofit) in the space provided in the Maximum Allowed Lighting table. Maximum Allowed Lighting Wattage Location (plan #, owe d Gross Interior a _s7llowed room #) Space Type* Watts per ft2 Area in ft2 (watts/ft2 x area) RETAIL / SALES Retail: Sales area 1.68 3153 5297 STORAGE Storage 0.63 407 256 RESTROOM Restroom 0.98 42 41 CORRIDOR Corridor/transition 0.66 82 54 Atrium"* Enter Height: Existing Lighting Enter Exist. Watts: Retail Display Allowance from LTG-INT-DISPLAY * Select Table C405.5.2(2) category from drop down menu. ** For atriums, indicate height. Allowed wattage for first 40 feet is 0.03 W/ft. ht., above 40 feet is 0.02 W/ft. ht. Proposed Lighting Wattage Area Allowed Watts Total 3684 5649 Location (plan #, room #) Fixture Description*** Number of Fixtures Watts/ Fixture Watts Proposed RETAIL / SALES 4' T-5 Fixture 88 28 2464 RETAIL / SALES 4" Compact Fluorescent (Can) 8 15 120 RETAIL / SALES Incandescent Pendant 3 60 180 RESTROOM 1x4 Fluorescent 1 32 32 CORRIDOR 4' T-5 Fixture 1 28 28 Retail Display Lighting from LTG-INT-DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watt 2824 *** Include existing to remain lighting fixtures and exempt lighting equipment per notes below. Notes: 1. Include ALL proposed lighting fixtures. 2. 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. 3. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section C405.5.1. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices of the transformer. For low voltage track lighting list the transformer rated wattage. 4. For lighting equipment eligible for exemption per C405.5.1, note exception number and leave Watts/Fixture blank. 5. Document existing to remain fixtures in Proposed Lighting table in the same manner as new fixtures. Identify as existing in fixture description 6. If #NA appears in Retail Display cells, information on L TG-INT-DISPLA Y is incomplete. (Interior Lighting Power Allowance COMPLIES1 �M= SHUTLER IM® CONSULTING W== ENGINEERS, Inc. 12503 Bel -Red Road, Suite 100 Bellevue, Washington 98005 (425) 4504075 FAX (425) 450.4076 STRUCTURAL CALCULATIONS FOR: TENANT IMPROVEMENT DAISO JAPAN - SOUTHCENTER 2800 SOUTHCENTER MALL, #1378 TUKWILA, WASHINGTON ARCHITECT: FREIHEIT & HO ARCHITECTS JOB Daiso SHEET NO. COVER OF CALCULATED BYjch DATE 5/26/2015 CHECKED BY DATE JOB NUMBER 15-01.48 5209 LAKE WASHINGTON BLVD N.E., SUITE 200 KIRKLAND, WA 98033 (425) 827-2100 DESIGN CRITERIA: FILE H � O- E� o� W.�s�, C> •.f 31757�' s. REVIEWED FOR CODE COMPLIANCE APPROVED JU�tof N 0 9 2015 fill, Tukwila BUILDING DIVISION CODE .................................. INTERNATIONAL BUILDING CODE, 2012 EDITION ROOF LIVE LOAD ................. 25 PSF SNOW LOAD, Is=1.0 WIND LOAD ......................... 110 MPH ZONE, EXPOSURE'B', Iw=1.0 SEISMIC ZONE ..................... SITE CLASS'D', Sds=0.971, Shc=0.543, Ie=1.0 CORRECTM1f LTR# I RECEIVED CITY OF TUKWILA JUN 0 12015 PERMIT CENTER SHUTLER ■ CONSULTING _■ ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 JOB`LL-,,�'� SHEET NO. CJ�cf OF CALCULATED BYE _ e�j�I�- Ul f (/ DATE v - ! 0 FAA (425) 450-4076 SCALE ■ � it / / - ■ ■ // r%..0 ■■I�iirLi MEOW 1 � ■■■■�■� �■ ,fir■p lr..�� � ■ IN ■■■■ME IN Jim ■ ■■ 1 ►1■t■■■I r■ ■■ iri/■ �� ■ ■ ■■■■ ■ ■E ,IN ■ ■ ■■ ■ ■ ■■■M ■■■■/■MIN ■ ■ ■■ M ME III M IN M ammmmil - • E a. •, sy+- ISOME ■ t, �■ ■inn■ ■■n ■ ME ■ ME■� '"� :■ ■■■■■■ SHUTLER CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB 0/9ff'-�o SHEET NO. /�"15 4� OF CALCULATED BY�( "/._.I�C.�{7 5- DATE 1 i SHUTLER �— CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 JOB SHEET NO. OF CALCULATED BY DATE���`'�!� FAX (425) 450-4076 SCALE --- — --A A- J -- -- - — - -- -� -- --- - - -- — - -1 _ 1 i — — -- Cl n i ---4_ --- ----- -- -- I SHUTLER JOB CONSULTING SHEET NO. OF ENGINEERS, INC CALCULATED BY vim' r 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 DATE (425) 450-4075 FAX (425) 450-4076 SCALE - - -- -------- ---- - -- ----- - - --------- - - -- ------------ A', all- ch . VA ot J ------ ----- A - - --- - ----- _ ---- - - - ------------------- - --------- - - - -------- -- -- 7 1 _�- SHUTLER -�- CONSULTING �® ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 JOB SHEET NO. /--,� OF CALCULATED BY DATE FAX (425) 450-4076 SCALE i - - ------ -- -- ---- - --- 1 4 Design Gross Properties Effective Properties Torsional Properties Section Thickness (ksi) Area Weigght Ix Sx Rx ly Ry Ixe Sxe Mal Mad Va Vanet Jx1000 Cw Xo m Ro l.0 (in) in' (lbltt (in' (in') (in) (In') (in) in' (In' (in-k In-k (Ib (lb)(in') (In' (in) in (in) 8 (In) )S250.43 0.0451 33 0.447 1.52 1.224 0.612 1.655 0.399 0.945 1.224 0.503 9.93 10.41 1739 810 0.303 t486 -2.139 1.252 2.864 0.443 63.7 40OS250-54 0.0566 33 0.556 1.89 1.512 0.756 1.649 0.49 0.938 1.512 0.653 12.9 13.91 2603 944 0.594 1.821 -2.124 1.244 2.848 0.444 63.8 40OS260-54 0.0566 50 0.556 1.89 1.512 0.756 1.649 0.49 0.938 1.506 0.576 17.24 18.42 3372 1223 0.594 1.821 -2.124 1.244 2.848 0.444 51.6 40OS250.68 0.0713 33 0.693 2.36 1.864 0.932 1.64 0.599 0.929 1.864 0.883 17.45 18.42 3215 895 1.174 2.225 -2.105 1.235 2.826 0.445 64 40OS250-68 0.0713 50 0.693 2.36 1.864 0.932 1.64 0.599 0.929 1.864 0.775 23.19 24.76 4871 1356 1.174 2.225 -2.105 1.235 2.826 0.445 51.6 40OS250-97 0.W17 33 0.966 3.29 2.541 1.271 1.622 0.801 0.911 2.541 1.253 28.31 28.7 4394 797 3.329 2.978 -2.066 1.214 2.78 0.448 60.3 40OS250-97 0.1017 50 0.966 3.29 2.541 1.271 1.622 0.801 0.911 2.541 1.191 40.06 41.47 6658 1207 3.329 2.978 -2.066 1.214 2.78 0.448 48.8 40OS300-54 0.0566 33 0.613 2.09 1.732 0.866 1.681 0.760 1.114 1.723 0.680 13.44 14.70 2603 944 0.655 2.802 -2.594 1.496 3.285 0.377 74.0 40OS300-54 0.0566 50 0.613 2.09 1.732 0.866 1.681 0.760 1.114 1.637 0.592 17.72 19.25 3372 1223 0.655 2.802 -2.594 1.496 3.285 0.377 59.9 40OS300-68 0.0713 33 0.764 2.60 2.139 1.070 1.673 0.933 1.105 2.139 0.914 18.06 19.68 3215 895 1.295 3.432 -2.574 1.486 3.263 0.378 74.3 40OS300.68 0.0713 50 0.764 2.60 2.139 1.070 1.673 0.933 1.105 2.099 0.805 24.09 26.05 4871 1356 1.295 3.432 -2.574 1.486 3.263 0.378 60.0 40OS300-97 0.1017 33 1.067 3.63 2.928 1.464 1.656 1.258 1.086 2.928 1.381 30.58 32.4 4394 797 3.679 4.619 -2.535 1.465 3.216 0.379 70.8 40OS300-97 0.1017 50 1.067 3.63 2.928 1.464 1.656 1.258 1.086 2.897 1.307 39.12 40.72 6658 1207 3.679 4.619 -2.535 1.465 3.216 0.379 60.3 550S137-33 0.0346 33 0.301 1.02 1.283 0.467 2.064 0.067 0.472 1.283 0.453 8.95 7.48 699 699 0.12 0.411 -0.841 0.536 2.278 0.864 33.7 550S137-43 0.0451 33 0.391 1.33 1.655 0.602 2.059 0.085 0.467 1.655 0.592 13.08 11.6 1550 1199 0.265 0.52 -0.83 0.53 2.268 0.866 31.7 550S137-54 0.0566 33 0.486 1.65 2.039 0.741 2.049 0.103 0.46 2.039 0.741 16.77 15.9 2739 1666 0.519 0.632 -0.817 0.523 2.254 0.868 31.1 550Si37-54 0.0566 50 0.486 1.65 2.039 0.741 2.049 0.103 0.46 2.039 0.714 24.03 20.88 3093 1881 0.519 0.632 -0.817 0.523 2.254 0.868 25.4 550S137.68 0.0713 33 0.604 2.05 2.503 0.91 2.036 0.123 0.451 2.503 0.91 21.22 21.22 4347 2057 1.023 0.764 -0.801 0.514 2.234 0.871 30.4 550S137-68 0.0713 50 0.604 2.05 2.503 0.91 2.036 0.123 0.451 2.503 0.909 31.42 28.89 5350 2532 1.023 0.764 -0.801 0.514 2.234 0.871 24.9 550S137-97 0.1017 33 0.838 2.85 3.38 1.229 2.008 0.155 0.43 3.38 1.229 30.35 30.35 6282 1997 2.891 0.997 -0.766 0.497 2.192 0.878 29.2 550S137-97 0.1017 50 0.838 2.85 3.38 1.229 2.008 0.155 0.43 3.38 1.229 44.72 44.72 9518 3026 2.891 0.997 -0.766 0.497 2.192 0.878 23.9 550S162-33 0.0346 33 0.327 1.11 1.458 0.530 2.112 0.113 0.589 1.458 0.512 10.11 8.63 699 699 0.130 0.713 -1.114 0.697 2.459 0.795 41.4 550S162-43 0.0451 33 0.424 1.44 1.883 0.685 2.107 0.145 0.584 1.883 0.681 14.792 13.14 1550 1199 0.288 0.905 -1.103 0.691 2.448 0.797 39.2 550S162-54 0.0566 33 0.528 1.80 2.324 0.845 2.098 0.176 0.577 2.324 0.845 18.762 17.87 2739 1666 0.564 1.105 -1.090 0.684 2.434 0.800 38.7 550Si62-54 0.0566 50 0.528 1.80 2.324 0.845 2.098 0.176 0.577 2.324 0.811 26.862 23.52 3093 1881 0.564 1.105 -1.090 0.684 2.434 0.800 31.6 550S162-68 0.0713 33 0.657 2.24 2.861 1.040 2.086 0.212 0.568 2.861 1.040 23.722 23.72 4347 2057 1.114 1.342 -1.072 0.675 2.414 0.803 38.0 550S162-68 0.0713 50 0.657 2.24 2.861 1.040 2.086 0.212 0.568 2.861 1.031 34.942 32.28 5350 2532 1.114 1.342 -1.072 0.675 2.414 0.803 31.1 550S162-97 0.1017 33 0.915 3.11 3.886 1.413 2.061 0.276 0.549 3.886 1.413 33.91 33.91 6282 1997 3.154 1.775 -1.037 0.656 2.372 0.809 36.8 550SI62.97 0.1017 50 0.915 3.11 3.886 1.413 2.061 0.276 0.549 3.886 1.413 50.13 50.13 9518 3026 3.154 1.775 -1.037 0.656 2.372 0.809 30 550S200-33 0.0346 33 0.362 1.23 1.694 0.616 2.164 0.204 0.751 1.678 0.559 11.05 9.80 699 699 0.144 1.326 -1.508 0.925 2.742 0.698 51.9 550S200-43 0.0451 33 0.469 1.60 2.189 0.796 2.159 0.261 0.746 2.189 0.776 15.33 13.96 1550 1199 0.318 1.691 -1.496 0.918 2.731 0.700 51.7 55OS200-54 0.0566 33 0.585 1.99 2.706 0.984 2.152 0.32 0.739 2.706 0.984 21.41 19.98 2739 1666 0.624 2.072 -1.483 0.911 2.716 0.702 49.2 550S200-54 -'nS200-68 0.0566 50 0.585 1.99 2.706 0.984 2.152 0.32 0.739 2.706 0.901 26.98 24.84 3093 1881 0.624 2.072 -1.483 0.911 2.716 0.702 41.8 0.0713 33 0.729 2.48 3.341 1.215 2.141 0.389 0.731 3.341 1.215 27.03 27.03 4347 2057 1.235 2.531 -1.465 0.902 2.695 0.705 48.5 �200.68 0.0713 50 0.729 2.48 3.341 1.215 2.141 0.389 0.731 3.341 1.17 38.83 35.92 5350 2532 1.235 2.531 -1.465 0.902 2.695 0.705 39.6 . jOS200-97 0.1017 33 1.016 3.46 4.563 1.659 2.119 0.515 0.712 4.563 1.659 38.58 38.58 6282 1997 3.504 3.384 -1.428 0.882 2.652 0.710 47.4 55OS200-97 0.1017 50 1.016 3.46 4.563 1.659 2.119 0.515 0.712 4.563 1.659 57.25 57.25 9518 3026 3.504 3.384 -1.428 0.882 2.652 0.710 38.6 550S250-43 0.0451 33 0.515 1.75 2.524 0.918 2.215 0.445 0.93 2.524 0.817 16.15 14.74 1550 1199 0.349 2.837 -1.933 1.163 3.083 0.607 62.6 550S250-54 0.0566 33 0.641 2.18 3.126 1.137 2.208 0.547 0.923 3.126 1.033 20.40 19.87 2739 1666 0.685 3.486 -1.919 1.155 3.067 0.609 62.6 55OS250-54 0.0566 50 0.641 2.18 3.126 1.137 2.208 0.547 0.923 3.084 0.95 28.44 26.11 3093 1881 0.685 3.486 -1.919 1.155 3.067 0.609 50.7 550S250-68 0.0713 33 0.800 2.72 3.866 1.406 2.198 0.669 0.914 3.866 1.345 29.28 28.52 4347 2057 1.356 4.274 -1.900 1.146 3.046 0.611 59.5 55OS250-68 0.0713 50 0.800 2.72 3.866 1.406 2.198 0.669 0.914 3.864 1.233 36.91 35.43 5350 2532 1.356 4.274 -1.900 1.146 3.046 0.611 50.6 550S250-97 0.1017 33 1.118 3.80 5.304 1.929 2.178 0.897 0.895 5.304 1.925 43.47 43.57 6282 1997 3.855 5.761 -1.862 1.126 3.002 0.615 58.4 55OS250-97 0.1017 50 1.118 3.80 5.304 1.929 2.178 0.897 0.895 5.304 1.837 61.77 60.32 9518 3026 3.855 6.761 -1.862 1.126 3.002 0.615 47.6 600S137-33 0.0346 33 0.318 1.08 1.582 0.627 2.229 0.069 0.464 1.548 0.455 8.98 8.19 638 638 0.127 0.500 -0.807 0.519 2.416 0.889 33.5 600S137-43 0.0451 33 0.413 1.41 2.042 0.681 2.223 0.087 0.459 2.041 0.645 12.74 11.82 1416 1240 0.280 0.633 -0.796 0.513 2.406 0.890 33.3 600S137-54 0.0566 33 0.514 1.75 2.518 0.839 2.213 0.105 OA52 2.518 0.832 16.44 15.95 2739 1890 0.549 0.769 -0.784 0.506 2.391 0.893 33.0 600S137-54 0.0566 50 0.514 1.75 2.518 0.839 2.213 0.105 0.452 2.518 0.777 23.26 21.24 2823 1947 0.549 0.769 -0.784 0.506 2.391 0.893 26.8 60OS137-68 0.0713 33 0.640 2.18 3.094 1.031 2.200 0.125 0.443 3.094 1.031 24.052 24.05 4347 2339 1.084 0.930 -0.768 0.497 2.371 0.895 30.1 60OS137-68 0.0713 50 0.640 2.18 3.094 1.031 2.200 0.125 0.443 3.094 1.030 30.84 28.89 5350 2879 1.084 0.930 -0.768 0.497 2.371 0.895 26.5 600S137-97 0.1017 33 0.889 3.03 4.188 1.396 2.170 0.159 0.422 4.188 1.396 34.482 34.49 6911 2512 3.066 1.216 -0.734 0.480 2.330 0.901 28.8 600S137-97 0.1017 50 0.889 3.03 4.188 1.396 2.170 0.159 0.422 4.188 1.396 50.802 50.80 10472 3805 3.066 1.216 -0.734 0.480 2.330 0.901 23.6 60OS137-118 0.1242 33 1.065 3.62 4.913 1.638 2.147 0.176 0.406 4.913 1.638 42.05 42.05 8267 2391 5.477 1.391 -0.709 0.467 2.298 0.905 27.9 600S137-118 0.1242 50 1.065 3.62 4.913 1.638 2.147 0.176 0.406 4.913 1.638 61.69 61.69 12526 3622 5.477 1.391 -0.709 0.467 2.298 0.905 22.9 600S162-33 0.0346 33 0.344 1.17 1.793 0.598 2.282 0.116 0.581 1.793 0.677 11.41 9.47 638 638 0.137 0.861 -1.072 0.677 2.587 0.828 41.1 600S162-43 0.0451 33 0.447 1.52 2.316 0.772 2.276 0.148 0.576 2.316 0.767 16.682 14.46 1416 1240 0.303 1.095 -1.062 0.670 2.577 0.830 39.0 600S162-54 0.0566 33 0.556 1.89 2.860 0.953 2.267 0.180 0.570 2.860 0.953 21.172 19.75 2739 1890 0.594 1.337 -1.049 0.663 2.562 0.832 38.4 60OS162-54 0.0566 50 0.556 1.89 2.860 0.953 2.267 0.180 0.570 2.860 0.916 30.332 25.90 2823 1947 0.594 1.337 -1.049 0.663 2.562 0.832 31.4 600S162-68 0.0713 33 0.693 2.36 3.525 1.175 2.255 0.218 0.560 3.525 1.175 26.792 26.78 4347 2339 1.174 1.626 -1.032 0.655 2.543 0.835 37.7 600S162-68 0.0713 50 0.693 2.36 3.525 1.175 2.255 0.218 0.560 3.525 1.164 39.472 35.69 5350 2879 1.174 1.626 4.032 0.655 2.543 0.835 30.8 60OS162-97 0.1017 33 0.966 3.29 4.797 1.599 2.229 0.283 0.541 4.797 1.599 38.372 38.37 6911 2512 3.329 2.153 -0.997 0.636 2.501 0.841 36.4 600S162-97 0.1017 50 0.966 3.29 4.797 1.599 2.229 0.283 0.541 4.797 1.599 56.732 56.72 10472 3805 3.329 2.153 -0.997 0.636 2.501 0.841 29.8 600S162-118 0.1242 33 1.158 3.94 5.652 1.884 2.209 0.321 0.526 5.652 1.884 46.822 46.82 8267 2391 5.956 2.487 -0.971 0.623 2.470 0.845 35.6 600S162-118 0.1242 50 /Wnh 1.158 3.94 5.652 1.884 2.209 0.321 0.526 5.652 1.884 68.942 68.93 12526 3622 1 5.956 2.487 -0.971 0.623 2.470 0.845 29.1 ,'Allowable moment Includes cold work of form/ng. See Table Notes on page 7 Wail Heigh S acing spacing oC 400S187 33 ksi 50 kai 33 43 54 68 15 psf Lateral Load 400S162 33 ksl 50 ksi 33 43 54 68 40OS200 33 kal 50 ksi 33 43 54 68 560S162 33 ksi 50 ksi 33 43 54 68 12 1.24 1.92 3.32 4.60 1.62 2.45 4.22 5.77 1.97 3.10 5.32 7.19 2.08 3.09 5.36 7.19 8 16 1.06 1.74 3.14 4.41 1.42 2.25 4.04 5.57 1.76 2.88 5.10 6.97 1.93 2.95 5.22 7.06 24 0.72 1.38 2.81 4.06 1.05 1.86 3.67 5.18 1.35 2.46 4.68 6.55 1.64 2.68 4.96 6.80 12 1.05 1.71 3.05 4.30 1.40 2.20 3.87 5.33 1.73 2.80 4.86 6.63 1.94 2.94 5.20 7.07 9 16 0.84 1.49 2.83 4.07 1.17 1.95 3.64 5.08 1.47 2.53 4.59 6.36 1.75 2.77 5.03 6.90 24 0.441 1.06 2.43 3.63 0.73 4 1.49 3.20 4.61 0.99 2.03 4.09 5.84 1.38 2.42 4.69 6.56 12 0.86 1.49 2.74 3.89 1.17 1.93 3.48 4.83 1.47 2.48 4.36 6.01 1.77 2.77 4.97 6.90 10 16 0.621 1.22 2.49 3.62 0.90 1.64 3.21 4.54 1.18 2.17 4.05 5.69 1.54 2.56 4.76 6.69 24 0.173 0.743 2.034 3.11 0.413 1.124 2.70 3.99 0.644 1.59 3.47 5.09 1.10 2.14 4.34 6.26 12 0.483 1.01' 2.08 2.99 0.72' 1.37 2.65 3.73 0.964 1.81 3.33 4.69 1.39 2.36 4.40 6.22 12 16 0.191 0.703 1.781 2.67 0.413 1.03' 2.33 4 3.38 0.613 1.44 4 2.96 4.31 1.08 2.07 4.10 5.91 24 0.142 1.263 2.093 - 0.433 1.75' 2.763 - 0.783 2.313 3.624 0.624 1.51 3.54 5.32 12 0.152 0.583 1.463 2.154 0.333 0.863 1.893 2.70 0.503 1.213 2.394 3.44 0.97 1.90 3.71 5.36 14 16 - 0.252 1.153 1.823 0.503 1.563 2.353 0.142 0.813 2.013 3.054 0.61' 1.53 3.34 4.97 24 - 0.622 1.242 - 0.982 1.723 - 0.132 1.362 2.363 - 0.873 2.66' 4.24 12 0.232 0.972 1.493 0.442 1.303 1.923 0.142 0.71' 1.673 2.483 0.583 1.414 2.98 4.42 16 16 - 0.672 1.172 - 0.982 1.583 0.322 1.302 2.103 0.183 1.003 2.574 3.97 24 0.16' 0.62' 0.42' 0.98 2 0.68' 1.451 1 - 0.28 2 1 1.83 3 3.183 Wall Height Spacing (in) oc 33 33 ksi 43 600S137 54 50 ksi 68 97 15 psf Lateral 33 ksi 33 43 Load 600S162 54 50 ksl 68 97 33 33 ksi 43 60OS200 54 50 ksi 68 97 12 1.54 2.28 3.62 4.86 7.38 2.14 3.14 5.37 7.22 11.17 2.57 4.01 7.16 9.69 15.37 8 16 1.42 2.17 3.53 4.77 7.30 2.00 3.02 5.25 7.10 11.06 2.43 3.86 7.01 9.55 15.23 24 1.19 1.95 3.34 4.58 7.14 1.73 2.77 5.02 6.87 10.83 2.15 3.56 6.71 9.27 14.95 12 1.44 2.18 3.54 4.78 7.31 2,02 3.03 U6 7.11 11.06 2.43 3.84 6.92 9.43 15.02 9 16 1.29 2.04 3.41 4.66 7.21 1.85 2.87 5.11 6.96 10.91 2.26 3.65 6.73 9.25 14.84 24 1.01 1.76 3.17 4.42 7.00 1.51 2.56 4.81 6.67 10.62 1.90 3.27 6.35 8.89 14.48 12 1.33 2.07 3.44 4.68 7.22 1.89 2.91 5.14 6.98 10.93 2.28 3.65 6.65 9.12 14.60 10 16 1.15 1.90 3.28 4.53 7.09 1.67 2.71 4.94 6.79 10.74 2.06 3.41 6.41 8.89 14.37 24 0.80 1.55 2.98 4.23 6.83 1.26 2.32 4.57 6.42 10.37 1.63 2.96 5.94 8.45 13.91 12 1.07 1.81 3.20 4.44 7.00 1.54 2.56 4.76 6.66 10.59 1.91 3.19 5.96 8.33 13.50 12 16 0.82 1.56 2.97 4.21 6.80 1.25 2.28 4.48 6.37 10.29 1.60 2.86 5.63 8.00 13.16 24 0.354 1.08 2.54 3.78 6.41 0.70 1.75 3.94 5.82 9.73 1.03 2.24 4.98 7.37 12.50 12 0.78 1.50 2.89 4.12 6.70 1.15 2.13 4.15 5.95 10.05 1.49 2.65 5.14 7.34 12.10 14 16 0.464 1.17 2.59 3.81 6.42 0.79 1.78 3.79 5.58 9.63 1.11 2.24 4.71 6.92 11.64 24 0.57' 2.021 3.22 5.87 0.143 1.121 3.11 4.87 8.83 0.421 1.48 3.92 6.13 10.77 12 0.461 1.16 2.53 3.73 6.31 0.754 1.67 3.45 5.08 8.73 1.05 2.09 4.26 6.25 10.49 16 16 - 0.763 2.154 3.33 5.92 0.351 1.261 3.03 4.64 8.21 0.623 1.62 3.76 5.75 9.94 24 - 1.473 2.613 5.21 0.51' 1 2.283 3.821 7.28 0.76 3 1 2.88 4 4.84 8.92 Wall Height Spacing (in) 0c 33 ksi 43 8006137 50 ksi 54 68 97 33 ksi 43 15 psf 54 Lateral Load 800S162 50 ksi 68 97 118 33 ksi 43 54 80OS200 50 ksi 68 97 118 12 2.27 3.44 4.62 7.10 3.17 5.26 7.08 11.09 14.16 4.25 7.53 10.09 15.79 20.28 8 16 2.19 3.38 4.66 7.04 3.07 5.18 7.00 11.01 14.09 4.14 7.42 9.99 15.70 20.19 24 2.03 3.25 4.44 6.93 2.89 5.01 6.83 10.85 13.95 3.93 7.21 9.80 15.51 20.00 12 2.20 3.39 4.57 7.05 3.09 5.19 7.01 11.02 14.10 4.16 7.44 10.00 15.71 20.20 9 16 2.10 3.31 4.49 6.98 2.97 5.08 6.90 10.92 14.01 4.02 7.30 9.88 15.59 20.08 24 1.91 3.14 4.34 6.83 2.73 4.87 6.69 10.71 13.83 3.74 7.02 9.63 15.35 19.84 12 2.13 3.33 4.51 6.99 3.00 5.11 6.93 10.94 14.03 4.06 7.33 9.90 15.61 20.10 10 16 2.01 3.22 4.42 6.90 2.85 4.97 6.80 10.81 13.92 3.88 7.15 9.75 15.46 19.95 24 1.76 3.02 4.22 6.72 2.56 4.70 6.53 10.55 13.69 3.54 6.81 9.43 15.16 19.65 12 1.96 3.18 4.37 6.86 2.79 4.91 6.73 10.74 13.85 3.80 7.06 9.66 15.37 19.85 12 16 1.78 3.03 4.23 6.72 2.57 4.71 6.53 10.55 13.68 3.55 6.81 9.42 15.14 19.62 24 1.43 2.74 3.95 6.45 2.15 4.31 6.14 10.16 13.33 3.05 6.30 8.95 14.68 19.16 12 1.75 3.00 4.20 6.69 2.53 4.65 6.48 10.48 13.62 3.45 6.63 9.27 15.04 19.52 14 16 1.51 2.80 4.00 6.50 2.24 4.38 6.20 10.20 13.37 3.11 6.28 8.94 14.71 19.18 24 1.04 2.40 3.61 6.12 1.68 3.84 5.66 9.65 12.88 2.46 5.59 8.29 14.05 18.52 12 1.51 2.79 3.99 6.48 2.23 4.35 6.16 10.14 13.31 3.02 6.00 8.55 14.22 18.82 16 16 1.20 2.53 3.73 6.22 1.86 3.98 5.80 9.77 12.96 2.59 5.55 8.12 13.78 18.35 24 0.61 2.02 3.22 5.73 1 1.15 3.29 5.09 9.03 12.29 1 1.79 1 4.71 7.30 12.92 17.46 +r nor rry , cnauwr ifi-- yiZu 'Deflection meets I1.f20 See Table Notes on page 31. 'Deflection meets 4,1240 'Deflection meets 41360 'Deflection meets 41600 Screw Capacities ,ble Notes Capacities based on AISI S100 Section E4. 2. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values. Tabulated values assume two sheets of equal thickness are connected. 3. Capacities are based on Allowable Strength Design (ASD) and Include safety factor of 3.0. 4. Where multiple fasteners are used, screws are assumed to have a center -to -center spacing of at least 3 times the nominal diameter (d). S. Screws are assumed to have a center -of -screw to edge -of -steel dimension of at least 1.5 times the nominal diameter (d) of the screw. 6. Pull-out capacity is based on the lesser of pull-out capacity in sheet closest to screw tip or tension strength of screw. 7. Pull -over capacity is based on the lesser of pull -over capacity for sheet closest to screw header or tension strength of screw. 8. Values are for pure shear or tension loads. See AISI Section E4.5 for combined shear and pull -over. 9. Screw Shear (Pss), tension (Pts), diameter, and head diameter are from CFSEI Tech Note (F701-12). 10. Screw shear strength is the average value, and tension strength is the lowest value listed in CFSEI Tech Note (F701-12). 11. Higher values for screw strength (Pss, Pts), may be obtained by specifying screws from a specific manufacturer. •• Connection Capacity • Allowable g6 $crew #8 Screw #10 Screw #12 Screw , .. . . %i' Screw Thickness Design Yield Tensile Fu (Pss =643lbs,Pis =419Ibs) (Pss=1278lbs,Pis =586ibs) (Pss= 1644 lbs, Pis = 1158 lbs) (Pss=2330lbs,Pis =2326lbs) (Pss=3048lbs,Pis =3201ibs) (tolls) Thickness (ksl) (ksl) 0.138" dia, 0.272" Head 0.164" dia, 0.272" Head 0.190" dia, 0.340" Head 0.216" dia, 0.340" Head 0.250" dla, 0.409" Head Shear Pull -Out Pull -Over Shear Pull -Out Pull -Over Shear Pull -Out Pull -Over Shear Pull -Out Pull -Over Shear Pull -Out Pull -Over 18 0.0188 33 33 27 0.0283 33 33 44 81 24 37 84 127 48 89 29 43 84 127 52 96 33 105 55 38 105 60 44 127 30 1.0312 33 33 95 40 140 103 48 140 111 50 55 159 175 102 1 118 57 63 159 175 110 127 66 73 191 211 33 0.0346 33 45 43 0.0451 33 45 151 214 61 79 140 140 164 244 72 94 195 195 177 84 265 188 95 265 203 110 318 54 0.0566 33 45 214 100 140 344 118 195 263 370 109 137 345 386 280 394 124 156 345 433 302 424 144 180 415 68 0.0713 33 45 97 0.1017 33 45 214 125 140 426 149 195 523 173 386 557 196 645 600 227 521 656 118 0.1242 33 45 214 214 140 140 140 140 426 426 195 195 195L54 195 246 386 777 280 775 1,016 324 936 54 0.0566 50 65 214 140 140 426 171 195 301 198 386 386 777 569 342 225 775 625 1016 613 396 261 1067 0.0713 50 65 0.1017 50 65 214 214 140 140 140 140 426 195 195 249 386 777 284 284 775 866 328 768 9'7 0.1242 50 65 214 140 140 426 426 195 195 195 195 355 386 386 386 777 775 1,016 468 1,8 777 494 775 1016 572 1067 Weld Capacities Table Notes 1. Capacities based on the AISI S100 Specification Sections E2.4 for fillet welds and E2.5 for flare groove welds. 2. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values. 3. Capacities are based on Allowable Strength Design (ASD). 4. Weld capacities are based on E60 electrodes. For material thinner than 68 mil, 0.030" to 0.035" diameter wire electrodes may provide best results. 5. Longitudinal capacity is considered to be loading in the direction of the length of the weld. 6. Transverse capacity is loading in perpendicular direction of the length of the weld. 7. For flare groove welds, the effective throat of weld is conservatively assumed to be less than 2t. 8. For longitudinal fillet welds, a minimum value of EQ E2.4-1, E2.4-2, and E2.4-4 was used. 9. For transverse fillet welds, a minimum value of EQ E2.4-3 and E2.4-4 was used. 10. For longitudinal flare groove welds, a minimum value of EQ E2.5-2 and E2.5-3 was used. Allowable • Capacity (lbs Thickness (Mils) Design Thickness Fy Yield Fu Tensile FllletWelds Flare Groove Welds (ksl) (ksI) Longitudinal Transverse Longitudinal Transverse 43 54 0.0451 0.0566 33 33 45 45 499 864 544 663 68 0.0713 33 45 626 789 1084 1365 682 859 832 97 0.1017 33 45 1125 1269 1048 + 54 68 0.0566 0.0713 50 50 65 905 1566 .+ 985 1202 97 0.1017 50 65 65 1140 1269 1972 1269 1241 + 1514 /W'.1d inarlFVlnr /hlL..a«...........-.a...-n.na___...______,___.. . . .- .. + --.-_.-____ - av aicacaaaa..ac icy V/WC/US Wl d/IO We. Design Maps Summary Report , http://ehp4-earthquake.cr.usgs.gov/designmaps/us/summary.php?temp... 't--� VEM Design Maps Summary Report User -Specified Input Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.45880N, 122.25841°W Site Soil Classification Site Class D -"Stiff Soil" Risk Category I/II/III 5000111 A f ma uest USGS-Provided Output Ss = 1.456 g Sl = 0.543 g S'z NORTH^ 1 A M E R I C A �! ® MapQuest Sms = 1.456 g Sus = 0.971 g SM1 = 0.814 g So, = 0.543 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCEn Response Spectrum 1.G5 1.50 1.25 1.20 1.0s 0.90 0.75 0.60 0.45 0.20 0.15 0.00 0.00 0.20 0.40 O.GO 0.00 1.00 1.20 1.40 1.G0 1.00 2.00 Period, T (sec) 1.10 1.00 0.90 0.no 0.70 Q o.60 iA 0.50 0.to 0.30 0.20 0.10 0.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 2.00 Period, T (sec) Design Response Spectrum Although this Information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. 1 of 1 5/26/2015 9:03 AM r City of Tukwila Department of Community Development September 10, 2015 THEO MANNING 5209 LAKE WASHINGTON BLVD NE KIRKLAND, WA 98033 RE: Application No. D15-0097 DAISO JAPAN 1378 SOUTHCENTER MALL Dear THEO MANNING: Jim Haggerton, Mayor Jack Pace, Director Permit application D15-0097 for the work proposed at DAISO JAPAN (1378 SOUTHCENTER MALL) has not been issued by the City of Tukwila Permit Center. Per the International Building, Residential, and Mechanical Codes as well as the Uniform Plumbing Code and/or the National Electric Code, every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire 10/30/2015. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is completed for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that your permit is not issued, we do not receive your written request for extension, or your request is denied your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D15-0097 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 kFreiheit&Ho architects May 29, 2015 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BOULEVARD, SUITE 100 TUKWILA, WA 98188 ATTN: RACHELLE RIPLEY RE: CORRECTION LETTER #1: DEVELOPMENT PERMIT APPLICATION NUMBER D15-0097 DAISO JAPAN —1378 SOUTHCENTER MALL Mrs./Ms. Ripley: The following are listed in response to the plan review comments that we have received for the subject project from your office. The responses are listed according to the Review Comments written on May 11, 2015. Building Department 1. Comment.• Provide a floor plan that identifies means of egress and that complies with "M"occupancy. Dimension egress paths. Identify path of egress illumination on the plan to show common paths of egress are provided with emergency illumination. Emergency illumination shall have at least an average 1 foot-candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required for exit discharge doorways Egress paths shall be continuous to each exit. Designed egress paths shall be those inspected for egress illumination requirements. (IBC Section 107.2.3, 1006 & 1008.1.6) Sheet A1.00 — code plan has been revised to include the requested dimensioned egress paths with the required illumination. 2. Comment., Some portions of the mall tenant spaces share return air plenum systems Indicate if the ceiling is a shared plenum. If so, provide a plan method to protect adjacent tenants from construction dust where adjacent tenants HVAC systems supply and return air shall not be adversely affected or become contaminated. If not the case, no details are necessary; indicate so in your response. RECri`JE0 This tenant space does not share a plenum with other tenant 9%F TUKWILA `'ERMIT CENTER PLAN REVIEW COMMA D15-0097 - DAISO JAPAN May 29, 2015 Page 2 of 2 3. Comment., Provide a completed 2012 Washington State Nonresidential Energy Code lighting budget compliance form. Attached are copies of the requested form. Attached are: (1) copy city letter & reviewer's memoranda (1) copy response letter (1) copy revision submittal form (4) copies of the revised plans (all sheets) (4) copies structural calculations w/ sketches (4) copies 2012 WSNEC lighting budget compliance form This is the end of our responses to the building permit review comments. Please feel free to contact me if you have any questions or comments regarding our responses. Thank you. Sincerely, FREIHEIT & HO ARCHITECTS, INC., P.S. Theo Manning City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director May 11, 2015 THEO MANNING 5209 LAKE WASHINGTON BLVD NE SUITE 200 KIRKLAND, WA 98033 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D15-0097 DAISO JAPAN - 1378 SOUTHCENTER MALL Dear THEO MANNING, 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 NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 2406; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp, not copied) by Washington State licensed architect, structural engineer or civil engineer. (BUILDING REVIEW NOTES) 1. Provide a floor plan that identifies means of egress and that complies with "M" occupancy. Dimension egress paths. Identify path of egress illumination on the plan to show common paths of egress are provided with emergency illumination. Emergency illumination shall have at least an average 1 foot-candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required for exit discharge doorways. Egress paths shall be continuous to each exit. Designed egress paths shall be those inspected for egress illumination requirements. (IBC Section 107.2.3, 1006 & 1008.1.6) 2. Some portions of the mall tenant spaces share return air plenum systems. Indicate if the ceiling is a shared plenum. If so, provide a plan method to protect adjacent tenants from construction dust where adjacent tenants HVAC systems supply and return air shall not be adversely affected or become contaminated. If not the case, no details are necessary; indicate so in your response. 3. Provide a completed 2012 Washington State Nonresidential Energy Code lighting budget compliance form. 2012 NREC Compliance Forms for Lighting is available online at: http://www.neec.net/energy-codes, (scroll down to center of page). Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. A3nn c.,,,th... t" P—d" d V";to Blnn a ORiRR . Ph— JnF_d?7_?/7n � K7—'MA 421 ?XXIZ In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-433-7165. Sincerely, �G+"IG„wt� �• Rachelle Ripley Permit Technician File No. D15-0097 63M.Cinithrnnfor PnYj1Pvnrd .Clrity jV1O 1 a W—hinotnn ORIRR a Ph— *)n/,-Q?I_?F7n PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0097 DATE: 12/08/15 PROJECT NAME: DAISO JAPAN SITE ADDRESS: 1378 SOUTHCENTER MALL Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: AT iff J�W-Is- Building Division Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 12/10/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01/07/16 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: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT WORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0097 PROJECT NAME: DAISO JAPAN DATE: 06/01/15 1 SITE ADDRESS: 1378 SOUNTHCENTER CALL Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Buil ing Division Fire Prevention El Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 6/2/2015 Not Applicable ❑ Structural Review Required ❑ (no approvaUreview required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 6/30/2015 Approved ❑ Approved with Conditions Z Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/ 18/2013 PERMIT CHORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0097 DATE: 04/30/15 PROJECT NAME: DAISO JAPAN SITE ADDRESS: 1378 SOUTHCENTER MALL X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: low 5-�, i5 ��OT'ng Division ,kS 14)1A IS Public Works PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: AVI Awe- Fire Prevention Structural ❑ Planning Division Permit Coordinator 0 DATE: 05/05/15 Structural Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/02/15 Approved ❑ Approved with Conditions ❑ Corrections Required V Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 1� Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PROJECT NAME: DA150 PERMIT NO: SITE ADDRESS: I I ORIGINAL ISSUE DATE: IO LF 5 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIAU 7-2 l Summary of Revision: a Received b : KPf W A2 A REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please pnnt) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please pnnt) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date:2' Zfll 1�r Plan Check/Permit Number: l S aoa! �' ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Q r Sy ��P,1,3 Project Address: LiAl1�tt I�Mi�(r tGr l �7�'� Contact Person: `%�;1�.`� (rk�,1 i�q Pney Phone Number: o Summary of Revision: CrrV OFTONVILA DEC 02 2015 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on Date: 05/ 11 / 15 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: hitp://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan ChecWPermit Number: D 15-0097 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: DAISO JAPAN Project Address: 1378_SOUTHCENTER MALL Contact Person: TKjEo ,CNN (4 mf-1 WEl -( & ko ,orR GN► r S Phone Number: (�Zs n Summary of Revision: A 0.00 (_cocy- SKia A�bDc-o r.NTAe--f ' 1.010 Go DC VA Ad — 1JoTE5 RbA" F&f- Cr-McKGCnJGy "&k1?'cnJG� G LA -Al CA Qr 3 Oa DMo F&-f` ? 't')C� ?o-�?�1J b`K� f R E1VLiW&F0 j)flVf- DveL, o�;tNiJ 4 . ' 3•& 1''t°mR- �LATt Vow 7yP� 2�iVllaoNS �ovpS Ce 57eEVISEp , 1ysu� N M. \ -EK-r o (Z eOr- (0-YkrtP" o f�NI NGew3yD S r- - coyF,bvwfi©N ajEvA-ri ®N - i2- a 1,D6D ktEve g e'i � S Sheet Number(s): ��'1- Sn75 rZi✓s�8 M ,-('1'� Si wP v� ��t y "Cloud" or highlight all areas of revision including da'tee of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on PFB1A9I \\DEPTSTORE\DCD Common$\Permit Center\Templates\Forms\RewSxm Submittal Form.doc. i. Revised: March 2014 SATOH BROTHERS INTERNTNI TX IC Page 1 of 2 Home Ihicio jai .t3cpaFiol Contact Safety Washington State Department of Labor & Industries SATOH BROTHERS INTERNTNL INC Owner or tradesperson SATOH, YOSHIO Principals SATOH, YOSHIO, PRESIDENT WA UBI No. 603 481 265 License Search L&I A-7 Index Help My Secure L&I Claims & Insurance Workplace Rights Trades & Licensing 879 W 190TH ST STE 935 GARDENA, CA90248 310-768-2700 Business type Corporation 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. SATOHBI8561-9 Effective — expiration 08/19/2015— 08/19/2017 Bond Bankers Ins Co $12,000.00 Bond account no. 3229938 Received by L&I Effective date 08/19/2016 08/06/2015 Expiration date Until Canceled Insurance .................... Landmark American Ins Co $1,000,000.00 Policy no. LHA138117 Received by L&I Effective date 06/25/2015 02/27/2015 Expiration date 02/27/2016 Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the boornd savings accounts 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. I Workers' comp I https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=603481265&LIC=SATOHBI856L9&SAW= 10/14/2015 GENERAL NOTES GENERAL NOTES: CONSTRUCTION: I. ALL CONSTRUCTION SHALL COMPLY WITH THE 2012 INTERNATIONAL BUILDING CODE I. INVESTIGATE AND VERIFY LOCATIONS OF EXISTING STRUCTURAL, PLUMBING, AS ADOPTED BY THE CITY OF TUKWILA, STATE REGULATIONS FOR BARRIER FREE MECHANICAL AND ELECTRICAL ELEMENTS, AND OTHER EXISTING CONDITIONS AND DE516N, WA5HIN&TON STATE ENERGY CODE, AND ALL APPLICABLE LOCAL CODES, NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO PROCEEDING ORDINANCES, AND STANDARDS. IN CASE OF ANY CONFLICT WHERE THE METHODS WITH THE WORK. OR STANDARDS OF INSTALLATION OF THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR 2. PROVIDE METAL STUD BLOCKING AS REQUIRED FOR WALL AND CEILING MOUNTED ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECT OF ALL CONFLICTS. ITEMS. 2. SECURE RELEVANT CITY AND STATE APPROVALS RELATING TO FIRE, CONSTRUCTION, 3. THERE SHALL BE NO EXPOSED PIPE, CONDUITS, DUGT5, VENT5, ETC,. ALL SUCH LINES LABOR, HEALTH, AND LICENSING. CONTRACTOR SHALL FURTHER POST ALL BONDS SHALL BE CONGEALED OR FURRED AND FINISHED, UNLESS NOTED AS EXPOSED ON AND SECURE ALL INSURANCE REQUIRED BY LAW OR CONTRACT, FORWARDING CONSTRUCTION DRAWINGS. PROOF OF SUCH ACTIONS TO THE LANDLORD PRIOR TO COMMENCEMENT OF CONSTRUCTION. 4. OFFSET STUDS WHERE REQUIRED 50 THAT FINISH WALL SURFACES WILL BE FLUSH. 3. PROVIDE ALL NECESSARY PERMITS AND FEES, WITH THE EXCEPTION OF THE 5. PROVIDE GALVANIC, ISOLATION BETWEEN DISSIMILAR METALS. BUILDING PERMIT, WHICH WILL BE PROVIDED BY THE OWNER. 6. PATCH AND REPAIR ALL EXISTING SURFACES AS REQUIRED BY DEMOLITION AND NEW 4. WORK NOT INCLUDED IN THI5 CONTRACT SHALL BE MARKED "N.I.C." OR CONSTRUCTION TO RECEIVE NEW SCHEDULED FINISHES. ALL SURFACES ARE TO HAVE SPECIFICALLY ASSIGNED TO ANOTHER PARTY. "LIKE -NEW" APPEARANCE. 5. CONTRACTOR SHALL V151T THE SITE, REVIEW THE 0RAWIN65 AS SUBMITTED BY THE 7. STUD GAUGE, HEIGHT AND SPACING LIMITATION OF STEEL FRAMING COMPONENTS ARCHITECT, AND BECOME THOROUGHLY FAMILIAR WITH THE 51TE CONDITIONS PRIOR SHOULD BE IN COMPLIANCE WITH A5TM C 754 FOR MAXIMUM DEFLECTION AND TO BIDDING OR CONSTRUCTION. MINIMUM LATERAL LOADING REQUIREMENTS. 6. ALL WORK SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURERS LATEST CEILING: RECOMMENDATIONS OR WRITTEN DIRECTIONS. I. GEILIN6 HEIGHTS, WHERE INDICATED, ARE FROM FINISHED FLOOR ELEVATION TO 1. SUBMIT A L15T OF PROP05ED PRODUCT SUBMITTALS AND SHOP DRAW1NC75 TO THE BOTTOM OF GEILIN6 GRID OR OTHER FIN15H SURFACE. OWNER # ARCHITECT FOR APPROVAL PRIOR TO START OF CONSTRUCTION. 2. LOCATION OF AIR SUPPLY AND RETURNS TO BE DETERMINED BY MECHANICAL 8. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE SUBCONTRACTOR BIDDER -DESIGN. WORK, THE DETAILS SHALL BE THE SAME AS FOR OTHER 51MILAR WORK. 3. RELOCATE SPRINKLER HEADS AS REQUIRED BY NEW CONSTRUCTION. SPRINKLER q. WHERE DEVICES OR ITEMS OR PARTS THEREOF ARE REFERRED TO IN 51N6ULAR, IT REVISIONS UNDER A SEPARATE PERMIT. 15 INTENDED THAT SUCH SHALL APPLY TO AS MANY SUCH DEVICES, ITEMS OR PARTS AS ARE REQUIRED TO PROPERLY COMPLETE THE WORK. DIMENSIONAL: 10. VERIFY ALL "BUILDING STANDARDS" WITH BUILDING OWNER PRIOR TO BEGINNING ANY I. ALL INFORMATION 5HOINN ON THE DRAWIN65 RELATIVE TO EXISTING CONDITIONS 15 WORK. HOWEVER, THERE SHALL BE NO DEVIATIONS INHAT50EVER FROM THE GIVEN AS THE BEST PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE OF ACCURACY. CONTRACT DOCUMENTS WITHOUT THE ARCHITECT'S WRITTEN APPROVAL THEREOF. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS AND THE CONTRACTOR AGREES TO DEFEND, INDEMNIFY, AND HOLD THE ARCHITECT SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONDITIONS HARMLE55 FROM ANY CLAIMS ARISING A5 A RESULT OF UNAPPROVED CHANGES. ADVERSELY AFFECTING THE DE516N PRIOR TO PROCEEDING WITH THE WORK. II. ALL PRODUCTS AND MATERIALS SPECIFIED IN THE DRAWINGS (WITH EXCEPTION TO 2. DIMEN51ON5 OF PLANS ARE TYPICAL TO THE CENTERLINE OF COLUMNS AND SPECIFIC FIN15H COLORS AND FLOORING) ARE INTENDED TO BE ON AN "OR EQUAL" FINISHED G.W.B. FACE OF PARTITIONS, UNLE55 NOTED OTHERWISE. DOOR AND BASIS. ANY PROP05ED SUB5TITUTION5 MUST BE SUBMITTED TO THE ARCHITECT IN CASED OPENIN65. WITHOUT LOCATION DIMEN51ON5 ARE TO BE FOUR (4) INCHES WRITING FOR APPROVAL WITHOUT DELAY OF SCHEDULE. FROM THE FACE OF THE ADJACENT PARTITION OR CENTERED BETWEEN PARTITIONS. 12. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR 3. DO NOT SCALE DRAWINGG5. THE CONTRACTOR SHALL USE DIMENSIONS 5HOWN ON REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN THE DRAWINC75 AND ACTUAL FIELD MEASUREMENT5. NOTIFY THE ARCHITECT IF CONJUNCTION WITH THE EXECUTION OF TH15 WORK. DISCREPANCIES ARE FOUND. GONTRAGTOR SHALL CONSULT TENANT WHEN AD0RE551N6 QUE5TION5 OF MATERIAL, METHODS, DETAIL OR WORKMAN5HIP NOT 13. VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL UTILITY COMPANIES UNLE55 COVERED IN THE CONTRACT DOCUMENTS. OTHERWISE NOTED IN THE PLANS OR 5PECIFICATION5. 4. CONSTRUCT WALLS PLUMB AND SQUARE WITH EXISTING STRUCTURE AND NEW 14. ALL DEBRIS SHALL BE REMOVED FROM PREM15E5 AND ALL AREAS SHALL BE LEFT CONSTRUCTION UNLE55 NOTED OTHERWI5E. IN A GLEAN (BROOM) CONDITION AT ALL TIMES. 5. COORDINATION: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE 15. PROTECT ADJACENT WORK AND REPAIR ANY DAMAGE AT CONTRACTOR'S OWN VERIFICATION AND COORDINATION OF THE WORK OF ALL TRADES TO A55URE EXPENSE. COMPLIANCE WITH THE'DRAWIN65. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN THE AREA OF WORK IN 6. ANY DEVIATIONS FROM DIMENSIONED LOCATIONS MUST BE APPROVED BY THE ACCORDANCE WITH ALL APPLICABLE SAFETY CODES. ARCH.' I"I. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE BUILDING OWNER/ARCHITECT/ENGINEER HARMLESS FOR INJURY OR DEATH TO PERSONS OR MALL L SITE MAENCE PLAN FOR DAMAGE TO PROPERTY CAUSED BY THE NE6LI6OF THE CONTRACTOR, H15 AGENTS; EMPLOYEES, OR SUBCONTRACTORS. I0. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY ANY WORKERS. ALL CONSTRUCTION 5ET5 SHALL REFLECT THE SAME INFORMATION A5 WELL AS ALL REVISIONS, ADDENDA, AND CHANGE ORDERS. THE CONTRACTOR SHALL AL50 MAINTAIN IN 600D CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS, ON THE PREMISES AT ALL TIMES WHICH ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT. Iq. MAINTAIN ALL EXIT PATHWAYS DURING CONSTRUCTION. 20. PROVIDE COMPLETE SECURITY OF THE TENANT SUITE WHILE JOB 15 IN PRO6RE55 AND UNTIL THE JOB 15 COMPLETED. L..`.� 21. AT COMPLETION OF THE WORK, REMOVE ALL DEBRIS FROM THE SITE, LEAVING 5PACE GLEAN, WASH ALL NEW WINDOWS AND CLASS, POL15H ALL NEW OR REWORKED HARDWARE. REPLACE AND PATCH AREAS OF CLG DAMAGED DUE TO LIGHTING INSTALLATION OR MECHANICAL ADJUSTMENT. 22. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER NORDSTROM COMPLETION, UNLE55 OTHERWISE SPECIFIED, AND SHALL BE 50 STATED IN CONTRACTOR'S WRITTEN PROP05AL AND AGREEMENT. ALL REPAIRS, CORRECTIONS, DISCREPANCIES, ETC., MUST BE MADE W/0 ANY ADDITIONAL COST TO THE OWNER, 13 AND WITHIN FIVE (5) DAYS AFTER NOTICE 15 GIVEN. = B 23. MINIMIZE DISRUPTIONS OF BUILDING OCCUPANTS DUE TO NOISE, ODOR, FUMES, OR VIBRATION. AT THE END OF CONSTRUCTION THE CONTRACTOR SHALL COMPLETELY GLEAN ALL AREAS SOILED BY CONSTRUCTION ACTIVITIES INCLUDING THOSE IN WHICH NO WORK WAS DONE. 24. LATHING, PLASTER, AND GYPSUM WALL BOARD SYSTEMS SHALL CONFORM TO THE CHAPTER 25 OF THE 2012 IBC. 25. USE 6WB METAL TRIM ® ALL CORNERS AND INTER5EGTION5; PAINT TO MATCH ADJACENT WALL. 26. ALL GLA55 AND GLAZING SHALL COMPLY WITH CHAPTER 24 OF THE 2012 IBC AND THE U.5. PRODUCT SAFETY COMMISSION: SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS (42 FR 1426: I(b GFR PART 1201). fi 21. VERIFY ALL DOOR AND WINDOW R.O. DIMENSIONS W/ DOOR AND WINDOW MANUFACTURERS. 20. 015CREPANCIE5 BETWEEN EXISTING CONDITIONS AND CONSTRUCTION DRAWING5 SEARS) SHOULD BE GALLED TO THE ATTENTION OF THE ARCHITECT. FINISH AND MATERIALS: I. SUBMIT FIN15H SAMPLE5 TO TENANT AND OWNER FOR APPROVAL PRIOR TO ORDERING MATERIALS. 2. INTERSECTION OF SCHEDULED FLOORING MATERIALS ARE TO OCCUR AT CENTERLINE OF DOOR WHEN IN A FULLY CLOSED P051TION UNLESS NOTED OTHERWISE. 3. PROVIDE APPROPRIATE TRANSITION MATERIAL AS REQUIRED WHERE 01551MILAR FLOORING MATERIALS INTERSECT. 4. PATCH AND REPAIR ALL FLOORS, WALL5, AND CEILIN65, AS REQUIRED BY DEMOLITION AND NEW CONSTRUCTION. ALL SURFACES ARE TO BE UNIFORM AND IN "LIKE -NEW" CONDITION. 5. PAINT PER FIN15H SCHEDULE. 6. ALL SWITCH PLATE5 AND OUTLET PLATES TO BE BUILDING STANDARD. bI4 al@ ae - -ale a�Q � V•1Arrhitarliiral Prnlarfckl r%l11L1 F.1FLlr% r.IIRRFNT RN1RF nWr:Cl9 ChwokfclAn nn.r.nvor rlurn AAw 9e gnlr%. L FMm fm�nninn FIRE PROTECTION: I. IF NECESSARY, PROVIDE FIRE PROTECTION AT ALL PENETRATIONS OF FIRE RELATED ELEMENTS AS REQUIRED BY CODE. 2. FIRE EXTINGUISHERS: VERIFY LOCATION, TYPE, AND 51ZE PER FIRE MARSHAL REQUIREMENTS. CONTRACTOR TO PROVIDE ALL TEMPORARY AND PERMANENT FIRE EXTINGUISHER5 REQUIRED UNDER N.F.P.A. 10 M05T REGENT EDITION AND APPROVED BY THE FIRE MARSHAL. CONFIRM ACCEPTABILITY OF LOCATION WITH TENANT PRIOR TO INSTALLATION. PROVIDE FINISHED CABINETS TO MATCH BUILDING STANDARD FOR EXTINGUISHERS AT ALL EXP05ED LOCATIONS. 3. FIRE EXTINW15HER5 AND CABINETS SHOULD BE LOCATED 50 THAT THE TOP OF THE EXTINGUISHER OR CABINET 15 NO HIGHER THAN 45" A.F.F. AND THE TOP OF THE EXTINGUISHER OR CABINET HANDLE 15 AT LEAST 36" A.F.F. 4. AT 5EMI-RECE55ED FIRE EXTINGUI5HER CABINETS IN RATED CONSTRUCTION, WRAP ADDITIONAL LAYERS) OF TYPE 'X' 6YP5UM WALL BOARD INTO THE CABINET CAVITY TO MAINTAIN SPECIFIED FIRE RATED REQUIREMENT. REFER TO WALL CONSTRUCTION LEGEND FOR ADDITIONAL INFORMATION. 5. PROVIDE AND INSTALL FIRE EXTINGUISHER 51GNAGE (5"Xb") ABOVE EACH FIRE EXTINGUISHER OR CABINET WITHIN THE 50OPE OF THE TENANT IMPROVEMENT. MOUNT AT 54" A.F.F. UNLE55 OTHERWISE REQUIRED. 6. EXIT SIGNS AND EXIT ILLUMINATION SHALL CONFORM TO THE 2012 IBC AND FIRE MARSHAL REQUIREMENTS. CONTRACTOR TO PROVIDE AND INSTALL EMERGENCY LIGHTING AND EXIT LIGHTING AS REQUIRED BY THE FIRE AND BUILDING DEPARTMENTS. CONFIRM ACCEPTABILITY OF LOCATIONS WITH TENANT BEFORE INSTALLATION. CONTRACTOR SHALL PROVIDE AND INSTALL AUDIBLE ALARMS AS REQUIRED IN ACCORDANCE WITH IBC CHAPTER q. CONTRACTOR SHALL PROVIDE AND INSTALL ALL SMOKE DETECTORS. AND SMOKE DETECTION AS REQUIRED UNDER CHAPTER q OF THE IBC. THE INSTALLATION OF THE ABOVE NOTED SYSTEM SHALL INCLUDE THE CONNECTION TO AND/OR MODIFICATION OF THE EXISTING BUILDING SYSTEMS, AS NECESSARY. -1. EXIT DOORS SHALL BE OPENABLE FROM THE IN51DE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 8. FLAMMABLE LIQUIDS SHALL NOT BE PLACED, STORED OR DISPENSED IN THI5 OCCUPANCY EXCEPT AS PROVIDED IN NFPA STD 30 AND THE 2012 INTERNATIONAL FIRE CODE. PERMIT MAY BE REQUIRED. q. ALL DRAPES, HANGINGS, CURTAINS AND ALL OTHER DECORATIVE MATERIAL, INCLUDING CHRISTMAS TREES THAT WOULD TEND TO INCREASE THE FIRE AND PANIC HAZARD SHALL BE MADE FROM NONFLAMMABLE MATERIAL, OR SHALL BE TREATED AND MAINTAINED IN A FIRE RETARDANT CONDITION BY MEANS OF A FLAME RETARDANT SOLUTION OR PROCESS APPROVED BY THE FIRE MARSHAL. PROVIDE A CERTIFICATION TO THI5 EFFECT. EXIT 000R5, EXIT LI6HT5 AND FIRE EXTINGUI5HER LOCATIONS SHALL NOT BE CONGEALED OR OBSTRUCTED BY ANY DECORATIVE MATERIAL. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISHES SHALL BE PER TABLE 805A, SECTION 803.1 OF THE 2012 IBC. 10. ALL REQUIRED FIRE DOORS SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY 5HOWIN6 THE SPECIFIC RATING. DOOR: I. ALL DOOR HARDWARE TO MEET REQUIREMENTS OF 2012 IBC AND OWNER'S BUILDING REQUIREMENTS. LEVER HANDLES ARE REQUIRED IN ALL PUBLIC AREAS. HARDWARE SHALL MEET TENANT'S STANDARDS. 2. COORDINATE ALL KEYING REQUIREMENTS WITH OWNER/TENANT. CONTRACTOR SHALL PROVIDE ALL LOGKSET CYLINDERS TO MATCH OWNER'S BUILDING STANDARD. CONTRACTOR SHALL RE -KEY ALL DOORS TO MEET TENANT'S REQUIREMENTS. 3. PROVIDE 1/4" MAXIMUM CLEARANCE BETWEEN DOOR AND FLOOR FIN15H MATERIAL. 4. ALL LOCK5ET5 SHALL BE OPERABLE FROM EXIT 51DE WITHOUT USE OF A KEY OR SPECIAL KNOWLEDGE. SPECIFIC, FUNCTIONS REQUIRED AT EACH LOCK5ET MUST BE VERIFIED WITH OWNER. DEMOLITION: I. ALL SALVAGED ITEMS SHALL BE RETURNED TO BUILDING OWNER OR TENANT. ALL UNWANTED MATERIAL SHALL BE DISPOSED OF. 2. PROTECT ALL AREAS OF BUILDING AND W.A.C. SYSTEM FROM DUST AND DEBRIS AT ALL TIMES. 3. COORDINATE CONSTRUCTION 50HEMLE WITH BUILDING OWNER AND MINIMIZE DISRUPTIONS TO BUSINESS HOUR OPERATIONS. 4. REMOVE ALL EXI5TIN6 IMPROVEMENTS AND FIXTURES A5 NECESSARY TO ACCOMMODATE NEW WORK, WHETHER SHOWN OR NOT. 5. THE CONTRACTOR SHALL ENSURE THAT THI5 PROJECT AND ALL CONSTRUCTION ACTIVITIES RELATED THERETO CONFORM WITH ALL LOCAL, REGIONAL, STATE, AND/OR FEDERAL REGULATIONS PERTAINING TO DISTURBING, DI5PLAGIN6, AND/OR REMOVAL OF ASBESTOS OR ASBESTOS CONTAINING MATERIALS. 6. PROTECT ANY ITEMS TO REMAIN AGAIN5T DAMAGE DURING CONSTRUCTION. 1. ALL ABANDONED FASTENERS, ANCHORS 4 OTHER WALL -MOUNTED OBJECTS SHALL BE REMOVED FROM ALL WALL SURFACES, AND WALL5 TO BE PATCHED/REPAIRED AS NECESSARY. ALL SIGNS NOT FOR REUSE SHALL BE REMOVED AND WALL5 REPAIRED TO A LIKE -NEW CONDITION. 8. REPETITIVE ITEMS NOT NOTED ON DEMOLITION PLAN SHALL BE REMOVED AS IF NOTED. SEPARATE PERMITS THE FOLLOWING PORTIONS OF THE PROJECT WILL BE APPLIED FOR UNDER SEPARATE PERMITS: I. ELECTRICAL SYSTEMS. 2. HVAG SYSTEMS. (DUCTING, DISTRIBUTION, AND CONTROLS) 3. FIRE SPRINKLER SYSTEMS. (SYSTEM TO MEET N.F.P.A. STANDARD 13 AND IBC CHAPTER q) 4. FIRE ALARM 4 LIFE SAFETY SYSTEMS. (HORNS AND 5TROBE5) 5. LOW VOLTAGE ELECTRICAL SYSTEMS. (TELEPHONE, DATA, AND SECURITY) PROJECT ADDRE55: BUILDING OWNER: BUILDING CONTACT: ARCHITECT: > STRUCTURAL ENGINE JURISDICTION: BUILDING CODE: ZONING: PARCEL NUMBER: LEGAL DE50RIPTION OCCUPANCY: CONSTRUCTION TYPE BUILDING AREA: TENANT IMPROVEME AREA: VALUATION: DRAWING INDEX AO.00 COVER / PROJECT INFORMATION ALOO CODE PLAN A3.00 DEMOLITION PLAN A3.01 FLOOR PLAN A4.00 STOREFRONT ELEVATION Ab.00 DETAILS A7.00 RGP DEMO PLAN' A7.01 REFLECTED CEILING PLAN PROJECT INFORMATION 2800 5OUTHCENTER MALL UNIT 1518 SEATTLE, WA g8I88 WESTFIELD 2800 5OUTHGENTER SEATTLE, WA g8188 WE5TFIELD 2800 5OUTHGENTER SEATTLE, AA 118155 PHONE: 206-246-0423 CONTACT: WAYNE E. JOHN50N EMAIL: Wjohnson@mstfield.com FREIHEIT AND HO ARGHITEGT5, INC., P.5. 520q LAKE WA5HINGT0N BLVD NE, SUITE 200 KIRKLAND, WA5HINCGTON g8033 PHONE: 425-521-2100 FAX: 425-828-680Iq CONTACT• THEO MANNING EMAIL: TManning0hoarch.com I ER: 5HUTLER CONSULTING ENGINEERS 12505 BEL-RED ROAD, SUITE 100 BELLEVUE, WA5HINGTON g8005 PHONE: 425-450-4015 CONTACT: JOHN HEADLAND EMAIL: johnh@shutler.com CITY OF TUKWILA 2012 INTERNATIONAL BUILDING CODE W/ WASHINGTON 5TATE AMENDMENTS 2012 INTERNATIONAL FIRE CODE 2012 WA5HINGTON STATE ENERGY CODE TUKWILA MUNICIPAL CODE AMERICANS WITH 015ABILITIE5 ACT TUG g2024'1-0010 AEA 5OUTHCENTER LLG B51F PER B51F REG VOL 56 PG5 I-q'WHICH REPLACES B51F REC VOL 24q P65 "11-84 (AKA PARCEL A TUKWILA BSIP #LIO-032 REG #20101021000-165) M RETAIL (NO CHANGE) 11-8, 5PRINKLEREDFBUILDD '""" FOR 324,21b 5.F. Mp ED COMPLIANCE IT 3,bgl S.F. 015 am'Wlla$100,000 VISIONI CONTRACTOR: T.B.D. 3bns. well VICINITY MAP - (N.T.S j dged: (y�isFf Nli l:,rp3 AREA'OF k i�:� WORK tiaw+ . i.,Rw�lgac!CiP. '. C4�aClww lHii .F�l; :f 21 Nt 1dwa+1' �') !t ClxL4sa ak6T '(�}7: xuyd�'i � M w10 "' U!1 0 uel� z re � 4A < :t 0 3 "t, a u; c,, c � 001e►' C` CM, a 'in c ha al i,a ' 4111 (A CA I'�.' c+ Yam 4.x' C -- 'f ='G-1 w 01'31" c"ga -a }' 51(1, > Szi Sj�� U&a �.. Ct3i.;z ,AV, • cy�ir a,l �n ill Ull MA y 't cu c am cacf, Midti'� rya ��'a in 01'(1.1.1 &1-117 m� p a Ft `� 4xs w LLI c q; : r• f I4 ksuli 01 ,,y Ri::.i:.IVED CITY OF TUKWILA JUN ill 1205 PERMIT CENTER 10401 REGISTERED x_EPH ARCHI T C PALMQUIST STAE OF WASHINGTON 2012 IBC MEANS OF EGRESS ILLUMINATION 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. 1006.2 Illumination level. The means of egress illumination level shall not be less than 1 foot-candle at the walking surface. 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways... 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landings ... for exit discharge doorways:•. 2012 IBC MEANS OF EGRESS ILLUMINATION 1006.3.1 Illumination level under emergency power. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle and a minimum at any point of 0.1 foot-candle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle at the end of the emergency lighting time duration. A maximum -to - minimum illumination uniformity ration of 40 to 1 shall not be exceeded. CODE PLAN SCALE: 1/4" = I'-O" (Vote to city inspectors: The yellow hi-lighted/clouded path is the portion of the egress system that is required to . be tested to confirm compliance with section 1006.4 IBC. i CODE PLAN LEGEND zA EXIT ILLUMINATED EMERGENCY EGRE55 516N. VERIFY EXACT PLACEMENT/NUMBER WITH FIRE MARSHAL. U1j= ' EXIT ILLUMINATED DIRECTIONAL EMERGENCY E6RE55 516N. VERIFY EXACT CrliC2 ,, ' ; ' FE IT PLACEMENT/NUMBER WITH FIRE MARSHAL, r� C201 ro ILLUMINATED EMERGENCY EGRESS SIGN WITH LED EMI RGENGY LIGHT W/ C, BATTERY BACK-UP. Ca fA CM0* #_2 $ FIRE EXTINGUI5HER (MINIMUM 2Al0-B0). PROVIDE (1) EVERY 5,000 S.F., C' cilL,s ' FE TYPICAL AND NO MORE THAN 15 LINEAR FEET APART. VERIFY C062cl„ LOCATION IS ACCEPTABLE WITH FIRE MARSHAL. LONGE5T COMMON PATH OF EGRESS C Cf,0Cs LONGEST TRAVEL DISTANCE C=M k44 a 4$' W,t, 1V1 OCCUPANCY � via C, � � �¢ ,2 Co. 01 =)NUMBER OF OCCUPANTS (A C�.1,Ell 4A XXX5F/XX 1.0 �� AREA / OCCUPANT LOAD FACTOR " ��'�'` C C`, XX OCCUPANTS EXITING AREA C ; 1 C & c4 2C12CA 4pp K' 90 ft'w L`4c2t"� EXIT PATHWAY Ci01211 c,41 CA & Cal s CnC: g ca c! CODE PLAN SUMMARY v7 ry pa! e t"I N EXITING CALCULATIONS:„ u OCCUPANCY LOAD:" " t Caµa � v2C',1 DEPARTMENT AREA OCCUPANCY RATIO LOAD 1M., Ca 0w 5TORAGE '100' 455 S.F. 500 2 �1111(1d0l 04M0 RETAIL '105' 3165 S.F. 30 106 € ci ca, o► TOTAL OCCUPANCY LOAD = 105 C ` 1fA MINIMUM NUMBER OF EXITS REQUIRED = 2 4"'C.'C ACTUAL NUMBER OF EXITS PROVIDED 2 C:C'ta ' 00 4:k: Y:vn ({xtw MINIMUM EXIT WIDTH REQUIRED (OCCUPANCY LOAD X .2") = 21.6" C'Ul � �x e Vic" n ACTUAL EXIT WIDTH PROVIDED = 50.0" Ci�Ca r' 4io4�t L EXIT SEPARATION REQUIRED PROP05ED cRMCA, C,2 a14 3) = 32'4' MIN. q0'-le" GROUP M (MERCANTILE) Al REQUIRED PROP05ED t,1CA1b �. C"llCa SPRINKLER 010 � 'EXIT ACCESS TRAVEL DISTANCE 250' MAX. -72'-211 rra3 r'Meas > 5 ` COMMON PATH 100 MAX. 52 -2II C,t �im Ri e "C>'4ta c s 'i t"22 t CV2 fir, C'a uC 42:' C'20. C C,VO'!' C ., C20 f ml f'Aza 1t24Ea4,w ry Cl�"�=.,,4' 21 rn CODE PLAN GENERAL NOTES p I. PROVIDE 5'-0" CLEAR BETWEEN SHELVING, FURNISHINGS, EQUIPMENT, WALL5, AND GOLUMN5 THROUGHOUT. B EEMI 2. PROVIDE EMERGENGY LIGHTING THAT RESULTS, IN AN AVERAGE OF I FOOT CANDLE ALONG ALL EXIT PATHS AT THE FLOOR, WITH NO POINT HAVING LE55 THAN 0.1 FOOT CANDLE. pI ��Vi�.UW�P�IANCE 0O®E C App���'D JUN 0 9 2015 MM City of Tukwila �UIL®I�� D11-, ;81/H7 Mt; C=aCr� t 10401 Cm. REGISTERL�4l CODE PLAN KEY NOTES ImV2 c �T M 0_ �� C, 'C JOSEPH C PA!-MQUIST C C GP-OI ENSURE EXTERIOR LIGHTING IS PROVIDED PRODUCING I FOOT CANDLE AT THE 4 ACai�' STATE OFVVASMIN{3TON GROUND OUTSIDE THE EXTERIOR DOOR. C41' C26 " 2` 11 e �C"i. '01 4 ell Ir., C, 4 REV DESCRIPTION DATE C CA 0 V2C2a PERMIT DRAWINGS 4/2412015 01 tf 1 PERMIT REVISIONS 5128/2015 (12 C' C' U C`a, Cp 4U t 101 02Cl CODE PLAN Al mOO C,L�» p4 a k. ffi++ww :iiu c cd PROJECT NUMBER: A15.154 5/29/15 "a" ©FREIHEIT & HO ARCHITECTS, INC., P.S. YAArchitectural Projects115111A15-15415 CURRENT PHASE DWGS12 Sheets1A1.00-CodePlan.dwg May 29, 2015 - 4:46pm tmanning 0 d- 0 P DEMOLITION PLAN 5GALE: 1/4" = I'-O" DEMOLITION PLAN GENERAL NOTES I. GENERAL CONTRACTOR TO DEMOL15H ALL EXI5TIN6 ELECTRICAL, TELEPHONE AND DATA OUTLETS NOT TO BE U5ED IN THE NEW SPACE LAYOUT. REMOVE ALL CONDUIT AND WIRING FROM OUTLET BACK TO SOURCE. 2. 015P05E OF ALL AA5TE MATERIAL IN A LEGAL MANNER; RECYCLE ALL MATERIAL5 WHERE P0551BLE. 5. CONTRACTOR SHALL REPAIR OR REPLACE ALL DAMAGED MATERIAL WHEREVER AFFECTED BY DEMOLITION TO A "LIKE NEW" CONDITION. 4. IF EXI5TING DOORS AND FRAMES ARE TO BE REUSED, THEY SHALL BE REPAIRED, REPAINTED OR RETTAINED TO A "LIKE NEW" CONDITION. 5. THI5 PLAN 5HOA5 GENERAL DEMOLITION WORK TO BE PERFORMED AND DOE5 NOT RELIEVE THE CONTRACTOR FROM OTHER DEMOLITION WORK REQUIRED TO PRODUCE THE BUILDING MODIFICATIONS 5HOAN ON THE REMAINING CONTRACT DOCUMENT5. 6: REPETITIVE ITEMS NOT NOTED ON DEMOLITION PLAN SHALL BE REMOVED A5 IF NOTED. 1. DURING DEMOLITION, GENERAL CONTRACTOR TO PROTECT THE EXI5TING ELEMENTS THAT ARE TO BE RETAINED. I DEMOLITION PLAN KEY NOTES kg DN-OI EXISTING HALL CON5TRUGTION TO BE REMOVED OR DEMOLI5HED. DN-02 REMOVE 4 SALVAGE EXI5TIN6 5TOREFRONT MULLION AND GLAZING TO OWNER. REMOVE 8 5ALVAGE ALL EXI5TING WINDOW TREATMENTS. DN-03 REMOVE 4 5ALVA6E EXI5TING DOOR, FRAME, AND HARDWARE, 5ALVAGE TO OWNER. DN—o4 DEMOL15H EXI5TIN6 FURRING WALL IF APPLICABLE. EXISTING 5TRUGTURAL COLUMN TO REMAIN. DN-05 PREP EXISTING EXP05ED 5UB-FLOOR A5 REQUIRED, READY TO RECEIVE NEW FLOORING PER TENANT. 5N-0(b-)'VERIFY EXI5TIN6 AALL5 TO REMAIN ARE 5OUND INSULATED. ADD SOUND IN5ULATION A5 NEGE55ARY TO MATCH NEW WALL LEVEL. PATCH AND REPAIR WALL A5 REQUIRED TO OBTAIN A LEVEL 4 FIN15H ON-01ELECTRICAL PANEL TO REMAIN. ON -OS FIRE R15ER TO REMAIN, PROTECT FROM DAMAGE DURING CONSTRUCTION. DN-Oq EXI5TIN6 DOOR TO REMAIN. (ON-10 5AA-GUT AND REMOVE EXI5TING CONCRETE 5LAB' A5 NEGE55ARY TO IN5TALL ELECTRICAL CONDUIT W/ PULL5TRING TO P.0.5. LOCATION5, MIN. 10" WIDE. FINAL LOCATION PER TENANT. DN- 1 REMOVE EXI5TING FLOOR TILE. PREP 5UB-FLOOR A5 REQUIRED FOR NEW FLOORING BY TENANT. DN-12 DEMOL15H EXI5TING WOOD VENEER A5 NEGE55ARY FOR NEW DEM151NG WALL EXTEN510N. VERIFY WITH LANDLORD. DN R3- DEMOL15H EXI5TING TILE BASE FOR NEW TENANT 5PAGE. VERIFY WITH LANDLORD. DN-14 EXISTING EMPLOYEE RESTROOM TO REMAIN. VN-15 REMOVE EXI5TING BRICK VENEER 4 FRAMED WALL FOR NEA EXPANDED DOOR OPENING. 5EE STRUCTURAL CALGULATION5. LEGEND EXI5TING WALL TO REMAIN --. . . EXI5TING WALL TO BE DEMOLI5HED .........---- p FOP, p%EV EWE ODDS COM VD PpOVI® SUN 0 9 2M5 City of-ru,Wntila gU1LD_ 1� IVY lk-„Viz; 0 Jt r-4 wu aC2 , co let ' to 0 amcg V-1 cm.,W c »CiCill a 2 pVp, V., c�a Lm trtw Sew co 0 Cm cn II"E20st ei a �'neCo. �;1 4"A;Ia:J vk ° ca ro %'2Cl 'q C.U"Ll C"Ll uj �k4 �.w wStiw �- j6, eal r1, '1 o .N u, ;Nz w. n4 t14 mq cif 10401 iL�;A t� �a L .3q g REGISTERED i.JUSEPH C PALMQUIST STATE OF WASHINGTON REV DESCRIPTION DATE PERMIT DRAWINGS 4/24/2015 1 PERMIT REVISIONS 5/28/2015 Y:\Architectural Projects115111A15-15415 CURRENT PHASE DWGS12 Sheets1A3.00-DemoPlan.dwg May 29, 2015 - 4:48pm tmanning FLOOR PLAN SCALE: 1/4" = 1'-0" FLOOR PLAN GENERAL NOTES I. 5EE SHEET A1.0 FOR FIN15H SCHEDULE. 2. IF APPLICABLE, COORDINATE ALL MECHANICAL PENETRATIONS REQUIRED FOR THROUGH —WALL CONSTRUCTION, PROVIDE FIRE DAMPERS AT PENETRATIONS THROUGH FIRE —RATED CONSTRUCTION WITH EQUIVALENT RATING. 3. PATCH AND REPAIR ALL G.W.B. AS REQUIRED TO ACCEPT NEW FINISH. 4. ALL DIMENSIONS TO WALLS ARE FROM FACE OF STUD UNLE55 NOTED OTHERWISE. 5. DOORS TO BE INSTALLED PER DIMEN51ON5 ON PLAN. WHERE DOOR 15 NEXT TO WALL, INSTALL SUCH THAT DOOR AT 10 DEGREE OPEN 15 4" CLEAR TO WALL FINISH. 6. PRIOR TO COMPLETION OF CONSTRUCTION, GLEAN ALL SURFACES INCLUDING BUT NOT LIMITED TO SWITCH AND OUTLET PLATES, HVAG GRILLES AND CEILING GRID. RESTORE ANY OF THE ABOVE A5 REQUIRED TO LIKE —NEW AND GOOD WORKING CONDITION. "7. ALL EXP05ED G.W.B. TO BE LEVEL '4' SMOOTH FINISH. 8. ALL MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS TO BE BIDDER —DESIGNED. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION OF DE516N PLANS, ENGINEERING, AND PERMITS. FLOOR PLAN KEY NOTES KN-OI TENANT PROVIDED FURNITURE, TYPICAL UNLESS NOTED OTHERWISE. KN-02 EXISTING DEMISING WALL. VERIFY WALL 15 FULL HEIGHT AND FILLED WITH SOUND BATT INSULATION. KN-03 NEW DOOR, FRAME, AND HARDWARE PER DOOR SCHEDULE SHEET AII.O. KN-04 NEW 4'XS' PLYWOOD TELEPHONE/DATA MOUNTING BOARD 4 PANEL A5 REQUIRED. VERIFY LOCATION 15 ACCEPTABLE WITH TENANT. KN-05 NEW FLOOR FIN15H PER TENANT. REPLACE CONCRETE 4 BASE COURSE PER 5AW-GUT FOR P.O.S. TO MATCH EXISTING. KN-06 NEW STOREFRONT 6LA55 WITH TRIM TOP 4 BOTTOM PER ELEVATION, SHEET A4.00. BUTT JOINT 6LA55 WITH SILICON SEALANT AS REQ. KN-O"i NEW AUTOMATIC SLIDING DOOR PER DOOR SCHEDULE. PROVIDE EMERGENCY BREAKOUT SYVING PER IBC SECTION 1008.1.4.3 (FROM ANY P051TION TO CLEAR OPENING). KN-08 P.O.S. STATIONS PROVIDED BY TENANT AND CONFORM TO AN51 11-1.1 SECTION c104.5.1 (SALES 4 SERVICE COUNTERS W/ PARALLEL APPROACH) AND. HAVE GOMPLI ANT CLEAR FLOOR SPACE PER SECTION 305. KN-Oa NO GHANGES TO RESTROOM FIXTURES, LAYOUT, OR FINISHES. LEGEND NEW WALL CONSTRUCTION EXISTING WALL TO REMAIN B DOOR TAG - SEE DOOR SCHEDULE ON SHEET A6.0 FOR DETAILS I10 x DETAIL TAG - SEE SHEET L15TE12 IN TAG FOR DETAIL Axx O# — WALL TAG - SEE WALL SCHEDULE THIS SHEET FOR DETAILS NEW DUPLEX OUTLET NEW FOURPLEX OUTLET 8REF NEW OUTLET FOR REFRIGERATED CASE NEW 5WITGH 3 NEW 3-WAY 5WITGH �PP1 NEW POWER POLE AT DISPLAY CASE ENDS ❑T NEW REMOTE 5EN50R TYPE THERM05TAT NOTE: ELECTRICAL WORK TO BE BIDDER DE516N. ELECTRICAL SHOWN ON PLAN FOR REFERENCE ONLY. WALL TYPES 4A Ew., 4eYl, Q4"ll o CS (�w'¢'`' ' tlry vl'v ��ra{s,Ts C7 pggo c! f, 2 ? : &.1fl01 u tn1' < C sola 0 uc'Jal ca e .' 1.10! Al i 0G!0 Cl his2 1211 QD » Cli ce cn IIfa --- cl0tM 1Q.,<� u m. c fQrl cll o o ri daµ 0 01 ;ll(''a 01 d., 0 r w '4 c'(2 ua �t3ki a it: E '.`»Es: 2';' ro .,ell W SL' CA EA'n 1714 TYPE CONSTRUCTION HEIGHT RATING 11 NEW DEMISING WALL CONSTRUCTION FIN15H PER TENANT Oj 5/5" TYPE 'X' GYPSUM WALL BOARD 6"x206A. METAL 5TUD5 ® 16" O.G. SOUND BATT` INSULATION NEW ABOVE STOREFRONT WALL CONSTRUCTION HORIZONTAL WOOD SIDING FINISH ON OUTSIDE O(MALL SIDE) OF WALL la 5/8" TYPE 'X' GYPSUM WALL BOARD 6" METAL STUDS PER STRUCTURAL SOUND BATT INSULATION I NEW INTERIOR PARTITION WALL CONSTRUCTION FIN15H PER TENANT O5/8" TYPE 'X' GYPSUM WALL BOARD 6"x206A. METAL STUDS ® 161 O.G. 5/6" TYPE 'X' GYPSUM WALL BOARD FIN15H PER TENANT TO STRUCTURE NON -RATED ABOVE TO 15'-6" A.F.F. (SEE STRUCTURAL CALLS FOR GONF IG) NON -RATED TO STRUCTURE I NON -RATED ABOVE e" , . M NOTES: 114i s 1) SEE A&.00 FOR TYPICAL WALL CONSTRUCTION. 2) STUD GAUGE, HEIGHT AND SPACING LIMITATION OF STEEL FRAMING COMPONENTS SHOULD " r BE IN COMPLIANCE WITH ASTM C 154 FOR MAXIMUM DEFLECTION AND MINIMUM LATERAL kP LOADING REQUIREMENTS. BIDDER DE5167N TO BE REVIEWED BY STRUCTURAL ENGINEER.,CO 3) USE W.R. 5/6" TYPE 'X' GWB @ NET AREAS IF APPLICABLE. 10401 Q LIJa� IL ¢� d exs�b( Lu 3 r a. nn tM`y ! n'az � ZIP Cu REGISTERED 4JUSEPH C PALMQUIST STATE OF WASHINGTON REV DESCRIPTION DATE PERMIT DRAWINGS 4/24/2015 1 PERMIT REVISIONS 5/28/2015 YAArchitectural Projects115111A15-15415 CURRENT PHASE DWGS12 Sheets1H3.01-FloorPlan.dwg May 29, 2015 - 4:47pm tmanning PROJECT NUMBER. A15.154 5129115 @ FREIHEIT & HO ARCHITECTS, INC., P.S. EX15TIN6 CEILING OL_ + 18'-0" A.F.E. VERIFY FINISH FLOOR OL + 0'-0" A.F.F.'-F INTERIOR STOREFRONT ELEVATION SCALE: 1/4" = 1'-0" Y:\Architectural Projects\15kl\AI5-154\5 CURRENT PHASE DWGS12 Sheats1A4.00-Elevation.dwg May 29, 2015 - 4:52pm tmanning ELEVATION GENERAL NOTES 1. GENERAL CONTRACTOR TO COORDINATE WITH BUILDING MANAGEMENT 51JITABLE HOURS FOR DEMOLITION/ CON5TRUCTION WORK TO MINIMIZE 015TURBANCE TO EX15TINC7 TENANTS. 2. GENERAL CONTRACTOR TO PROVIDE PROPER COVER AND BARRICADE DURINC7 DEMOLITION/ CONSTRUCTION TO. ENSURE SAFETY OF TENANTS, VISITORS, AND WORKERS. 3. PROTECT ELEMENTS THAT ARE TO REMAIN DURING DEMOLITION; PATCH AND REPAIR DAMAGES DUE TO DEMOLITION/ CONSTRUCTION TO "LIKE NEW" CONDITION. 4. VE516NATE5 5AFETY GLAZING MATERIAL FINISH SCHEDULE NO. SYMT-FINISH COLOR WOOD SIDING A 1 41, HORIZONTAL WOOD 51r?lNry PER TENANT STOREFRONT GLASS WITH TRIM A I METAL CHROME ALUMINUM AUTOMATIC DOOR/STOREFRONT SYSTEM A METAL CHROME ,g6 f 9 olAPOP'14 C; it, 1,JISIO14 -tl 0 ek3 j_t)jj4G C2 0A C1.1 t 4 V11 I (LI I iJ I S 01 Qi 014121 CA V-1 f ILI V., 42�.l VI! kill., (il-K2 fl, a f al fl., 021 C4 Lu JAM U) in C4 —0 cl., u X 0 ,ra. CA f cl'llj<l-1N*lllll ILI acocl < 0 42 01 �2 101 CIA FA C.10 C2 0 (o co �V,V� "n o., c! 0 Q 4 MQ('111 U 2 ca aj il U1 a 0-1 Clply ff t"i Cll fAV.1Q., (IN! 011 f 04 (141�1121 AlV "A tm (JuR".- cu 1. CAQU M i � ctd, cum 5: CNI 110 0 lli C) 0 II tl&30:i N6 G1.1 (V; 10401 REGISTERED] ARC kil�l 0i ZSTATE 7HIT PHCPALMQUIST OF WASHINGTON (21 ri 1; 01 fill'! xy REV DESCRIPTION DATE PERMIT DRAWINGS 4124/2015 1 PERMIT REVISIONS 5/2812015 E-ill INT. S.F. ELEVATION ka Cw A41100 Q21 tl-lA PROJECT NUMBER. A15.154 5/29/15 0 FREIHEIT & HO ARCHITECTS, INC., P.S. DOOR SCHEDULE DOOR TYPE WIDTH HEIGHT THICK DR. GL. DR. FIN. FRAME FR. FIN. RATING HDWF M02 C 6-0" 7'-O" 13/4" S.G. WOOD STAIN WOOD STAIN N.R. H5-1 A/104 A 4'-0" T-O" 13/4" 5.0. WOOD STAIN WOOD STAIN N.R. H5-2 A/I01 B 14'-0" 7'-6" - ALUM. ALUM. ALUM. ANOD. N.R. H5-3 5/104 D 4'-0" -1'-0" 15/4" H.M. PAINT H.M. PAINT N.R. H5-4 4'-0" 3'-10 l/4" CLEAR OPENING A FLUSH WOOD DOOR VERIFY FINAL WIDTH A(6.0 CLEAR OPENING �j FLUSH WOOD DOUBLE DOOR PER DOOR MANUFACTURER B AUTOMATIC 5LIDING DOOR 4'—p 11 3'-lo I/4" CLEAR OPENING D EXTERIOR HM DOOR DOOR HARDWARE H5-1 (STORAGE) 3 PAIR BUTT HINGE5 I LEVER LOCKSET (5TORAGE FUNCTION ACTIVE LEAF) I SET MANUAL FLUSH BOLTS (INACTIVE LEAF) I DOOR STOP (WALL MOUNTED) 2 5ET5 SILENCERS H5-2 (CORRIDOR) 1-1/2 PAIR BUTT HINGES 1 LEVER LATCH5ET I DOOR STOP (WALL MOUNTED) I SET SILENCERS H5-3 (ENTRY) TYPICAL AUTOMATIC, 5LIDIN67 DOOR, HARDWARE PER MANUFACTURER I CYLINDER LOCK (PER MANUFACTURER) I INTEGRAL FINGER PULL ON EXTERIOR SIDE H5-4 (EXTERIOR) RE-U5E/MATCH EXISTING HARDWARE NOTE: DOOR 'B' TO HAVE MOTION SENSOR BOTH 51DE5 DOOR NOTES I. POWER DOORS SHALL HAVE RELEASE HARDWARE THAT ALLOWS PANEL TO SWING OUT IN DIRECTION OF EGRESS TO FULL 110 DEGREES FROM ANY P051TION IN 5LIDIN6 MODE, TO FULL WIDTH OF OPENING. MAXIMUM FORGE TO OPEN PANEL SHALL BE 50 LBF (PER MANUFACTURER). POWER TO BE INTERRUPTED WHILE IN BREAKAWAY MODE. 2. POWER DOORS SHALL BE MANUALLY OPERABLE IN CA5E OF POWER FAILURE FROM BOTH SIDES, WITH NO MORE THAN 30 POUNDS REQUIRED TO SET THE DOOR IN MOTION 4 15 POUN125 TO GL05E THE DOOR OR OPEN IT TO THE MINIMUM REQUIRED WIDTH. 3. POWER DOORS WILL HAVE AN INTEGRATED 5TAN125Y POWER SUPPLY THAT SHALL BE ELECTRONICALLY SUPERVISED. 4. POWER DOORS SHALL OPEN TO THE MINIMUM REQUIRED WIDTH WITHIN (10) SECONDS AFTER ACTIVATION OF THE OPERATING DEVICE. TO STRUCTURE ABOVE T MAIN RUNNER — GRO55 RUNNER SUSPE A6.0 SCALE: NT5 CLEAR OPENING �j FLUSH WOOD DOUBLE DOOR PER DOOR MANUFACTURER B AUTOMATIC 5LIDING DOOR 4'—p 11 3'-lo I/4" CLEAR OPENING D EXTERIOR HM DOOR DOOR HARDWARE H5-1 (STORAGE) 3 PAIR BUTT HINGE5 I LEVER LOCKSET (5TORAGE FUNCTION ACTIVE LEAF) I SET MANUAL FLUSH BOLTS (INACTIVE LEAF) I DOOR STOP (WALL MOUNTED) 2 5ET5 SILENCERS H5-2 (CORRIDOR) 1-1/2 PAIR BUTT HINGES 1 LEVER LATCH5ET I DOOR STOP (WALL MOUNTED) I SET SILENCERS H5-3 (ENTRY) TYPICAL AUTOMATIC, 5LIDIN67 DOOR, HARDWARE PER MANUFACTURER I CYLINDER LOCK (PER MANUFACTURER) I INTEGRAL FINGER PULL ON EXTERIOR SIDE H5-4 (EXTERIOR) RE-U5E/MATCH EXISTING HARDWARE NOTE: DOOR 'B' TO HAVE MOTION SENSOR BOTH 51DE5 DOOR NOTES I. POWER DOORS SHALL HAVE RELEASE HARDWARE THAT ALLOWS PANEL TO SWING OUT IN DIRECTION OF EGRESS TO FULL 110 DEGREES FROM ANY P051TION IN 5LIDIN6 MODE, TO FULL WIDTH OF OPENING. MAXIMUM FORGE TO OPEN PANEL SHALL BE 50 LBF (PER MANUFACTURER). POWER TO BE INTERRUPTED WHILE IN BREAKAWAY MODE. 2. POWER DOORS SHALL BE MANUALLY OPERABLE IN CA5E OF POWER FAILURE FROM BOTH SIDES, WITH NO MORE THAN 30 POUNDS REQUIRED TO SET THE DOOR IN MOTION 4 15 POUN125 TO GL05E THE DOOR OR OPEN IT TO THE MINIMUM REQUIRED WIDTH. 3. POWER DOORS WILL HAVE AN INTEGRATED 5TAN125Y POWER SUPPLY THAT SHALL BE ELECTRONICALLY SUPERVISED. 4. POWER DOORS SHALL OPEN TO THE MINIMUM REQUIRED WIDTH WITHIN (10) SECONDS AFTER ACTIVATION OF THE OPERATING DEVICE. TO STRUCTURE ABOVE T MAIN RUNNER — GRO55 RUNNER SUSPE A6.0 SCALE: NT5 INSTALL #12 GA. VERTICAL WIRE AT 4'-0" O.G. CONNECTED TO MAIN RUNNER AM STRUCTURE ABOVE. INSTALL #12 GA. WIRE OR055 BRACING IN EACH PLANE OF MAIN RUNNER AT 12'-0" O.G. AT 45 DEGREE SHALL BE AN5LE5 IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6-0" FROM EACH WALL. INSTALL A STRUT (1-5/8" MIN) ADEQUATE TO RE515T THE VERTICAL GCMPONENT INDUCED BY THE BRACING WIRE5. THESE HORIZONTAL RESTRAINT PCINTS SHALL BE PLACED 12 FT (365b MN) ON CENTER IN BOTH DIRECTIONS 45 WI-H THE FIRST POINT WITHIN 6 FT (1821 DEGREES MN) FROM EACH WALL. MAX. NOTE: I. INSTALL AS REQUIRED UNDER A5TM E530, A5TM 0635 AND A5TM 0636 4 NV{GB TECH DOG #401 2. SUPPORTING WIRES TO BE GAUGED AND SPACED PER A5TM 0541 TABLE 3. 3. PROVIDE LIGHT FIXTURE SUPPORT ATTACHMENT PER ASTM E580. LIGHT FIXTURES WEIGHING <I01-55 SHALL HAVE (1)12-6AUGE SAFETY WIRE CONNECTED FROM FIXTURE TO STRUCTURE ABOVE. FIXTURES WEIGHING >I0LB5 4<56LB5 SHALL HAVE (2) 12-6AUGE WIRE5. NDED ACC. BRACING SPREADER BAR GRID SEISMIC EDGE jo 6.0 SCALE: NT5 5011 WALL CON5T. PER PLAN BOX HEADER SOUND BATT INSULATION PER WALL TYPE WOOD DOOR FRAME SOLID -GORE WOOD DOOR NT. S.C. WOOD DOOR 1. - SCALE: 3" = 1'-O" FRAME DIMENSION EQUALS THROAT DIMENSION PLUS I" THROAT DIMENSION EQUALS FINISHED WALL THIGKNE55 PLUS Ile)" 50LID GORE WOOD DOOR PER SCHEDULE SOUND BATT INSULATION PER WALL TYPE .i .., DBL. 5TUD5 18 GA. MIN. WOOD DOOR FRAME WALL CONST. PER PLAN NOTE: FIN15HED WALL THICKNESS: ACTUAL STUD 51ZE PLUS WALL MATERIAL THICKNESS, VERIFY TOTAL THIGKNE55. 6 INT. S.C. WOOD DOOR JAMB 2 GWB SOFFI A6.0 50ALE: 3" = 1'-0" 5001_IntDoorJamb A6.0 SCALE: 1-1/2" = 1'-0" EXI5TING ROOF CONSTRUCTION EXISTING ROOF TRU55 ACOU5TICAL INSULATION —� COMPRE55115LE FILL FASTENER AS REQUIRED TO STRUCTURE @ 24" O.G. MIN. WALL CONSTRUCTION PER PLAN STORAGE PARTITION WALL 0 SCALE: 1-1/2" = 1'-0" CONT. IS GAUGE METAL RUNNER TRACK DO NOT ATTACH PARTITION HEAD TO METAL TRACK CONT. 25 GAUGE METAL RUNNER TRACK ACT PER RGP 12 RETAIL 500q_IntWal I HEAD'` 5002_IntDoorHeacl DEM151N6 WALL PER PLAN EXISTING SOUND BATT INSULATION '. %±xi FASTENER AS REQUIRED @ 24" O.G. MIN. i ""' h� d li °: s 0 r_ r +fir,a §, M RECE55ED LIGHT PER PL `` f � co CEILING CONSTRUCTION 6" STEEL STUDS (20 GAUGE - STRUCTURAL) 24"O.C. (55MA PRODUCT: 60051(92-33) 1/2" PLYWOOD a F; 5/8" TYPE 'X' GWB "'rp T AT WALL Y '{@ ;Ex 7 W ZN 1r.�u i.;M dx 500Q_IntWallOolling yr z a is 4 cq 10 vita(vita(Lll to aCC ,C) 0 V-0 �OEM 0mrmmm (�DOEM u"ID cit,0 p�v,S���um GAP DEe +/- 3/4-It MOVEMEN i GOU5TICAL CEILING TILE _ANGE OF RIVET NOTE: PROVIDE 5EI5MIC 5EFARATION JOINTS AS REQUIRED TO LIMIT CEILING AREA TO 2,500 S.F. MAX ACT SEISMIC SEP. JOINT A6.0 SCALE: 3" = I'_p" 5014_A0T5e1sm1c5e AG1, M v..,44 u' v :, y 4 10401 REGISTERED /ARCHIT T C, 0SSEPH C PALMQUIST STATE OF VVASHINGTON REV DESCRIPTION DATE PERMIT DRAWINGS 4/24/2015 1 PERMIT REVISIONS 512812015 cwc� sl `x, DETAILS A6 0,0 r '"{ti 2r O FREINE T & HO ARCHITECTS, INC29P S. YAArchitectural Projects115111A15-15415 CURRENT PHASE DWGS12 Sheets1A6.00-Details.dwg May 29, 2015 - 4:53pm tmanning K OL OPEN TO STRUCTURE ABOVE 1- OL ��{ GD-O REFLECTED CEILING DEMOLITION PLAN SCALE: 1/4" = 1'-0" IRCP DEMO GENERAL NOTES I. 5EE 5HEET A11.0 FOR FIN15H 50HEDULE. 2. 015P05E OF ALL VqA5TE MATERIAL IN A LEGAL MANNER; RECYCLE ALL MATERIAL5 WHERE P0551BLE. 3. CONTRACTOR 5HALL REPAIR OR REPLACE ALL DAMAGED MATERIAL WHEREVER AFFECTED BY DEMOLITION TO A "LIKE NEW" CONDITION. 4. RED15TRIBUTE AIR AND MAKE UP AIR AS NECESSARY TO ACCOMMODATE NEW LAYOUT. PROVIDE NEW THERM05TAT A5 LOCATED BY TENANT. 5. MODIFY SPRINKLER HEAD LAYOUT A5 NECE55ARY TO ACCOMMODATE NEW LAYOUT. FIRE 5PRINKLER WORK TO BE APPROVED UNDER A SEPARATE PERMIT. (o. DEMOL15H EX15TIN(9 CABLING AND UNUSED CONDUIT TO SOURCE A5 NECE55ARY. 1. TH15 PLAN SHOWS GENERAL DEMOLITION WORK TO BE PERFORMED AND DOE-5 NOT RELIEVE THE CONTRACTOR FROM OTHER DEMOLITION WORK REQUIRED TO PRODUCE THE BUILDIN65, MODIFICATIONS SHOWN ON THE REMAINING CONTRACT DOCUMENTS. 5. ALL EX15TINC7 UNUSED LIGHTING, 5AITCHIN65, WIRING, AND CONDUIT TO BE DEMOLISHED PRIOR TO COMMENCEMENT OF WORK.. 1. REPETITIVE ITEM5 NOT NOTED ON DEMOLITION PLAN SHALL BE REMOVED AS IF NOTED. 10. DURING DEMOLITION, GENERAL CONTRACTOR TO PROTECT THE EX15TINr;, ELEMENTS THAT ARE TO BE RETAINED. RCP DEMO KEY NOTES REMOVE AND 5ALvArsE (-21) EX15TIN(5 2X4 RECESSED FLUORESCENT FIXTURES TO OWNER. ALL EX15TINr-, rElLiNr., TILES To BE REMOVED AND RECYCLED. REMOVE EX15TINr-, (5Yfl. SOFFIT AS NECESSARY FOR NEA GYP. SOFFIT LAYOUT RETAIN SOFFIT FRAMING INHERE APPLICABLE. REMOVE EX15TIN65, cyf,. CEILING. EX15TIN6 RE5TRoom r.,Yp. CEILING $ LIGHT FIXTURE TO REMAIN. P,00-oREMOVE AND 5ALVA(5E CAN LIGHT FIXTURES AT EX15TINr-, SOFFITS TO OWNER. REMOVE AND 5ALVAC7E IX4 FLUORESCENT LIGHT FIXTURES TO OINNER. LEGEND NEh HALL CONSTRUCTION EX15TINC7 HALL TO REMAIN ... . ............ ................... EX15TIN6 WALL TO BE DEMOLISHED . ......... . .... I........._... CEILING GRID To BE REMOVED fov, v * VVE OIDS COMPLIPAVA IF ppp?,oveo Oity D p o"Tukwila I S csa .5 o U) 0 IMAM REV DESCRIPTION DATE Q PERMIT DRAWINGS 4124/2015 I PERMIT REVISIONS 512812015 (2� (2-t cll'., VU t'A 1'11!01� PAC 0 RCP DEMO PLAN S �1 (M (IN 7mOO YAArchitectural Projects\15\M15-150 CURRENT PHASE DWGS12 Sheets1A7.00-DemoRCP.dwg May 29,2015 - 4:53pm tmanning PROJECT NUMBER: A15.154 5/29/15 0 FREIHEIT & HO ARCHITECTS, INC., P.S. REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0" RCP GENERAL NOTES.. I. ALL:CEILING TILE TO BE NEW PER FIN15H 50HEDULE SHEET Aq.0. 2. REDISTRIBUTE AIR AND MAKE UP AIR AS NECESSARY TO ACCOMMODATE NEW LAYOUT. PROVIDE NEW THERM05TAT AS LOCATED BY TENANT. PROVIDE $ INSTALL NEW BUILDING STANDARD PLENUM RETURN GRILLES AND H\/AC SUPPLY GRILLES THROUGHOUT. 5. MODIFY SPRINKLER HEAD LAYOUT AS NECESSARY TO ACCOMMODATE NEW LAYOUT. SPRINKLER HEADS TO BE CENTERED IN GEILIN& TILES OR OTHER OWNER APPROVED LOCATIONS. 4. DEMOL15H EX15TIN(5 CABLING AND UNUSED CONDUIT TO SOURCE. 5. ALL EX15TIN6 TEMPORARY LIGHTING, 5YVCHINC, AND CONDUIT TO BE DEMOL15HED PRIOR TO COMMENCEMENT OF WORK. b.. ALL NEW 5VqITCHES SHALL BE AT +45" A.F.F. UNLE55 NOTED OTHERWISE. 1. ALL 5NITCH PLATES, TOGGLES AND DIMMER5 TO MATCH BUILDING STANDARD. 5. PER YiA51-11%7TON STATE ENERGY CODE SECTION G405.25, THE MAXIMUM LIGHTING POWER THAT MAY BE CONTROLLED FROM A SINGLE 5NITCH OR AUTOMATIC CONTROL, SHALL NOT EXCEED THAT WHICH 15 PROVIDED BY A 20 AMPERE CIRCUIT LOADED TO NOT MORE THAN 50%. q. FOR TYPICAL TOP OF WALL DETAIL SEE VA(b.O. 10. SEE DETAIL cI/A&.O FOR ACOUSTIC CEILING SUPPORT AND BRACING. RCP KEY NOTES NEW CEILING ELECTRICAL RECEPTACLE FOR T.V. MONITOR. (IGN-O NEW OF-ILINC7. NEW 2X2 CEILING GRID - ARM5TRON(5 riRRu5 SECOND LOOK 11 OR APPROVED EQUAL. (2) 4" CONDUIT SLEEVE5 FROM TELEPHONE/DATA BOARD. NEW R-Iq THERMAL IN5ULATION UNDER ROOF SHEATHING ABOVE ENTIRE TENANT 5FACE. RELOCATED IX4 LIGHT FIXTURE. LEGEND F 7 77-� NEW WALL L CON5TRUCTION '777, 7777777, EX15TIN6 WALL TO REMAIN NEW CEILING GRID 0 NEW 4" RECE55ED COMPACT FLUORESCENT LIGHT FIXTURE OR APPROVED EQUAL 0 NEW 5U5PENDED 4b" LIGHT FIXTURE - MIN. 3000 LUMENS, :10 MIN. 5500K. WHITE FINISH OR APPROVED EQUAL. NEYi.FENDANT LIGHT FIXTURES ABOVE P.O.S. PER TENANT NEW T-5 LIGHT FIXTURE, 45" LENGTH.- MIN. 5000K. WHITE FIN15H OR APPROVED EQUAL. REV cot)E cl 0mpLjp'j4c'E AppRovet) ot . I ID, -Tu"lla BUILDING z IL gg IN tV5 14" 'L-"�; C21 U, N 11 a ra t'll ('� 02 404 ce Q12 tl N ql V� 4�1'11 141 C41! 01 (1 0 f "I q, a to (MA c2l clx = 'aLl V7.1 4T, u (li 4"! cil CA, tU GO (A c 'tits"i J Ci CIL, 0. 0-10l.i4i 0" 0' f2l c'" fl`.* cl OD V2 C, 11 V2 C".1 fMl Ci 24 C2 uj MIVRA z IE i 1®R VI —Z12 M (Acu"�� 41 .14 r4 in 10401 REGISTERED ARCHIT T IJOS�EPtH VCPALMQUIST STATE OF WASHINGTON REV DESCRIPTION DATE PERMIT DRAWINGS 4/24/2015 1 PERMIT REVISIONS 5128/2015 REFLECTED CEILING PLAN A7mOl A PROJECT NUMBER.15-154 5/29/15 0 FREIHEIT & HO ARCHITECTS, INC., P.S. YAArchitectural Projects\15\M15-15415 CURRENT PHASE DWGS12 Sheets1A7.01-RCP.dwg May 29, 2015 - 4:54pm tmanning I I