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Home My WebLink AboutPermit D16-0127 - HEATCON COMPOSITE SYSTEMS - TENANT IMPROVEMENTHF�TC�N C4MPOSITE SYSTEMS � :1 ' , • � . . � D 16-0127 � � 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.gov DEVELOPMENT PERMIT Parcel No: 2623049093 Address: 480 ANDOVER PARK E Project Name: HEATCON COMPOSITE SYSTEMS Owner: Name: 480 ANDOVER PARK EAST LLC Address: 415 BAKER BLVD STE 200 C/0 ANDOVER MGMT CO3 TUKWILA, WA, 98188 Contact Person: Name: KATE MOLLESON Address: Contractor: Name: 311 FIRST AVENUE S, SEATTLE, WA, 98104 JOHNSON TENANT IMPROVEMENT INC Address: P.O. BOX 1149 , BOTHELL, WA, 98041- 1149 License No: JOHNSTI092PA Lender: Name: 480 ANDOVER PARK EAST LLC Permit Number: D16-0127 Issue Date: 6/17/2016 Permit Expires On: 12/14/2016 Phone: (206) 324-4800 Phone: (206) 660-5286 Expiration Date: 3/10/2018 Address: 10900 NE 47TH ST #1500 , BELLEVUE, WA, 98004 DESCRIPTION OF WORK: TENANT IMPROVEMENT TO �NSTALL NEW WALLS AND DOORS TO ENCLOSE EXISTING WORKING AREAS FOR VARIOUS USES. INCLUDES UPDATE OF THE FDC WITH Storz Knox Lock Box OMITTED IN PW15-0109 PERMIT FOR INSTALLATION OF DDCVA INSIDE THE BUILDING. Project Valuation: $579,000.00 Fees Collected: $9,545.57 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VB Occupancy per IBC: F-1 Electrical Service Provided by: TUKWILA Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International euilding Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: 2012 National Electrical Code: 2012 WA Cities Electrical Code: 2012 WAC 296-468: 2012 WA State Energy Code: 2012 Volumes: Cut: 0 Fiil: 0 Number: 0 2014 2014 2014 2012 Water Meter: No Permit Center Authorized Signature: Date: �`� �' b 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. Signa Print Date: �% l 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: 1: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 2: 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) 3: Maintain fire extinguisher coverage throughout. 4: 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) 5: 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) 6: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 7: 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) 8: 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) 9: 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) 10: 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) 11: 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) 12: 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) 16: 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) 14: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 13: 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: 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) 17: 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) 19: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 20: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 21: 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. 15: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 22: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 23: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 24: ***BUILDING PERMIT CONDITIONS*** 25: 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. 26: 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. 27: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 28: 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. 29: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 30: 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. 31: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 32: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properiy 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. 33: 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). 34: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 35: 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. 36: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 37: The FDC shall be upgraded with storz Knox Lock Box; contact Tukwila Fire Dept. for coordination. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 5180 BACKFLOW - FIRE 1700 BUILDING FINAL** 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0406 SUSPENDED CEILING CITY OF TUKN 9 Con:inunity Developmeni Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tuk►vila, WA 98188 http://www.TukwilaWA. gov Building Per_ ..� No. �� /1�=U �27 Project No. Date Application Accepted: ` ( 3 � � Date Application Expires: � � �� 3 � � 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 King Co Assessor's Tax No.: 262304-9093 Site Address: 480 Andover Park East Suite Number: Floor: Tenant Name: Heatcon Composite Systems New Tenant: ❑.....Yes �..No PROPERTY OWNER Name: 480 Andover Park East LLC Address: 10900 NE 4th St. Suite 1500 City: Bellevue State: wa zip: 98004 CONTACT PERSON — person receiving all project communication Name: Kate Molleson Address: 311 First Avenue South City: Seattle State: Wa Zip: 98104 Phone: �206) 324-4800 Fax: Email: kate.molleson@jacksonmain.com GENERAL CONTRACTOR INFORMATION Company Name: Johnson Tenant Improvement, Inc Address: 19613 81st Ave. S. Suite H Ciry: Kent state: Wa Z'p� 98032 Phone: (425) 486-2442 Fa": Contr Reg No.: JOHNSTI092PA Exp Date: 03/10/2018 Tukwila Business License No.: gUS-0996949 H:�plications�Formt-Applications On Line�201 I Applications�Pertnrt Application Revised - 8-9-1 I.docn Revised: August 201 I bh ARCffiTECT OF RECORD Company Name: Jackson � Main Architecture, P.S. Architect Name: Gregg Percich Address: 311 First Avenue South Ciry: Seattle State: wa zip: 98104 Phone: �206) 324-4800 F�' Email: �.egg.percich@jacksonmain.com ENGINEER OF RECORD Company Name: Structural Phil, LLC Engineer Name: p�ip Van Heyningen Address: �675 Nahahum Canyon Road Ciry: Cashmere 5�� WA Z'p� 98815 Phone: �509) 881-0824 Fax: Email: structuralphil@gmail.com Page 1 of 4 BUII..DING PERMIT INFORMATIf `206-431-3670 Valuation of Project (contractor's bid price): $ 578,800 Describe the scope of work (please provide detailed information): Existing Building Valuation: $ 3,457,800 Tenant improvement to install new walls and doors to enclose existing working areas for various uses. Will there be new rack storage? ❑.....Yes �.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Addition to Type of Type of Existing Construcrion per Occupancy per Existin Interior Remodel Structure New IBC IBC 1�Fioor 39,079 31,194 0 0 VB S-1, F-1 2 Ftoor 5,856 0 0 0 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single.family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Pazking Stalls Provided: Standazd: 35 Compact: Handicap: 1 Will there be a change in use7 ❑....... Yes m.......No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: � ....... Sprinklers 0 ....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building7 ❑.......Yes ❑.......No If "yes ; attach list of materials and storage locations on a separate 8-1/2"x 11 "paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑.......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�Formo-Applications On Line�201 I Applications�Permit Applicetion Reviud - 8-9-I I.docx tte�sea: no�sc 2oi � Page 2 of 4 bh . PUBLIC WORKS PERNIIT INFO? � ATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ... Water District #125 ❑ .. Highline ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ... Valley View ❑ .. Renton ❑...Sewer Use Certificate ❑... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic Svstem: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Snbmitted with Apnlication (mark boxes which apnlvl: ❑...Civil Plans (Maximum Paper Size — 22" x 34") ❑...Technical Information Report (Storm Drainage) ❑.. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROV1� Pro�►osed Activities (mark boxes that applyZ ❑...Right-of-way Use - Nonprofit for less than 72 hours ❑.. Right-of-way Use - Profit for less than 72 hours ❑...Right-of-way Use - No Disturbance ❑.. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total C�t cubic yazds ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Bacl�low Prevention - Fue Protection Irrigation Domesric Water ■ ■ ■ ■ m ❑ .. Work in Flood Zone ❑ .. Storm Drainage Abandon Septic Tank Curb C�t Pavement Cut Looped Fire Line �, m ❑ ...Permanent Water Meter Size... " WO # ❑ ...Temporary Water Meter Size .. " WO # ❑ ...Water Only Meter Size............ " WO # ❑ ...Sewer Main Extension .............Public ❑ Private ❑ ❑ ...Water Main Extension .............Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Propercy Line ❑ ...Water ❑ ...Sewer ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter 5ize Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Ciry Water Meter Refund/Billine: Name: Day Telephone: Mailing Address: City H:�Applications�Forms-Applications On Line�2011 Appiications�Permit Appiication Revised - 8-9-1 l.docz Revised: Augusl2011 bh State Zip State Zip Page 3 of 4 PERMIT APPLICATION NOTES Value of Construc6on - 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 pernut 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. Secrion 105.3.2 Intemational Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW Ti� SAME TO BE TRUE UNDER PENALTY OF PERNRY BY'THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDIN� Signature Print Nart Mailing A Kate Molleson 311 First Avenue South Date: OS/11/2016 Day Telephone: (206) 324-4800 Seattle c�ey WA 98104 se�� z� H:Wpplicatans\Formc-Applications On Line�20i 1 Applications\Permit Applicetion Revised - 8-9-I l.docz Revised: August 201 I Page 4 of 4 bh Date Paid: Thursday, September 08, 2016 Paid By: JOHNSON TENANT IMPROV Pay Method: CREDIT CARD 518083 Printed: Thursday, September 08, 2016 1:38 PM 1 of 1 �f� � L1 L� �SY57EM5 Date Paid: Monday, August 15, 2016 Paid By: GORDON MYRON Pay Method: CREDIT CARD 515140 Printed: Monday, August 15, 2016 1:04 PM 1 of 1 � ��SYS7EM5 Date Paid: Friday, June 17, 2016 Paid By: HEATCON COMPOSITE SYSTEMS Pay Method: CHECK 81765 Printed: Friday, June 17, 2016 10:41 AM 1 of 1 �� SY57EM5 Date Paid: Friday, May 13, 2016 Paid By: HEATCON COMPOSITE SYSTEMS Pay Method: CHECK 81536 Printed: Friday, May 13, 2016 2:32 PM 1 of 1 �� SYSTEMS INSPECTION RECORD � ? Retain a copy with permit �I�� 27 INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DNISION 6300 Southcenter Bfvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 I� Approved per applicable codes. � Corrections required prior to approval. COMMENTS: nspector: � �� REINSPECTION FEE REQUIRED. Prior to next inspectian, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cail to schedule reinspec#ion. �� INSPECTION RECORD \'� ��j�2? � Retain a copy with perm�t �� INS CTION N0. PERMIT N0. CITY OF TUKWILA BUIl.DING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 �Approved per applicable codes. � Corrections required prior to approval. COMMENTS: ns pector: 6� � REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD � � Retain a copy with permit �� ' v� �� INSPECTION N0. PERMIT N0. CITY OF TUKWtLA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 �Approved per applicable codes. �Corrections required prior to app�oval. r�� COMMENTS: L � y� • --' ,� � � REIN5PECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspectian. INSPECTION RECORD Retain a copy with permit �� %� Z7 SPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter 6lvd., #100, Tukwila. WA 98188 (206) 43J-3670 Permit Inspection Request Line (206) 438-9350 '��--�� (1L� PrniPrY .. Tvoe of Insoection. ! � _ �/ `\ peciallnstructions:c ti t��([ /��-f �� t,� � � � � % <l_� ��'J(� � -�G��7rz � Approved per applicable codes COMMENTS: ns pector: 7 - `( ��1�_ ster: �N O .— �-i-7vS� p.m. � Corrections required prior to approval. Date: Q l � REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. F'C� 3 INSPECTION RECORD Retain a copy with permit ,�� Z� SPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISIOIV 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 �Approved per applicable codes. a Gorrections required prior to approval. _ Inspector: Date: O � �� _( / ( �/ � REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. � INSPECTION RECORD � Retain a copy with permit �j� '�, Z� INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 � REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedute reinspection. INSPECTION RECORD f Z..1 � Retain a copy wifh permit ��o INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 � Approved per applicable codes. � Gorrections required p�ior to approval. Inspector. e/r-,/ IDate:� _�� /� I i�-�� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. .:_... _..�u� _ ..:-.......�- --. _ ----�-�-�~-�-- --�r a--�. � .,�.. e ��-�*-�;::,,_ .y�-.�-�» -�...��; ��.� --^�-- - --a•ae INSPECTION RECORD :.1� ��, � � t2. . � Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS ` CITY OF TUKWILA fIRE DEPARTMENT 206-575-4407 Project: Type of Inspection: / ��-�-�� Address: �� 4 � � Suite #: Special Instructions: / ,� Approved per applicable codes. � Contact Person: Phone No.: ��f>N� �r ��"" �� Corrections required prior to approval. COMMENTS: �� N � l� ( �, � ��ll�lr� '� � � , ' � C !�� C-�-77 ��`-� P�-1�,-f-t G �' �/ � �/ � �'�-- " Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre-Fire: Permits Occupanc T e: Inspector: ` f- � <"'� "!.}-� �2 : Date: j { �� j � Hrs.: � , �$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billina Address Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 ,, ,.�'�.'' �!S.� i::y,�'-.�. =.�.:.�..�,�.�..,.. .,�. . �•�.,„- �--»f t,�.e::;:.a - - . .,-..._ . .- .-R.r....�v�` �.....,iS .� �.. -.-�_:�..:t - . - . . � _�.,,.. _, .. ..,. �. ...,�. .,;..;..�. - - - s:_:.i. �� ,. . . . .. . . . � , '� Y � _ � . � � . . . ' . . .. . INSPECTION RECORD ,t'ta` -"S -.f��} � .--- Retain a copy with permit . .. � � 1 0 - � l C-�7 _ INSPECTION NUMBER - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT � 206-575-4407 � Project: Type of Inspection: / c�`G � Address: ;Suite #: �� Special Instructions: � �L Contact Person: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre-Fire: Permits Occupanc T e:: � _ Inspector: -,y�� rL�'� S 3 Date: j/�y�� Hrs.: (.� �$100.00 REINSPECTION FEE .REQUIRED. You will receive an invoice+.from the City of Tukwila Finance Department. Call to schedule a reinspection. � ,. 4 Billin Address Attn: , Com an Name: Address: � , ,:� City: . State: Zip: Word/Inspection Record Form.Doc 3/14/14 °_ T.F.D. Form F:P. 113 _ � ^�-' . .� ._ ..�.-. -.�.�. �,_`,+S►:_ ,s�-•-.-, -,...� :.:�'es'.s°�.F'.c��'""�-�..rr-. .,-s:_:�i"'�k.. ": �`�' ' sw,...i.s.,�.;.� a7A.'.�6S�Su��`"�++d.� N}yy.�. .. . ... _;,�, ; ...sa.d-,.:.. . � t'�"«,''�.e .:.4...c� � , .. .. , .. _,.:....,. .. -.-_ . ,. r _ . .w'.`--< >,: .,�:.. _ . . .. - �-..-..c:.�- ='. ..� :�;.r::t � INSPECTION `RECORD� ; �� 1Z� _ � Retain;a: copy with permit fG,-�--Z/� INSPECTION NUMBER � :PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 � Project: Type of Inspection: Q�-fCd �'1 / ✓� /"/(/f)'L �^-^ Address: Contact Person: Suite # : �%Fc3 �-(�� Special Instructions: _Phone No.: , � Approved per appl�icable codes. � Corrections required prior to approval. � ;. COMMENTS: • - /.� /��-� ...._- ,�SS ^ --`' t � �.e�c��s .,��'.� /Ut� f n/i��li A�%E'% ,a�-/v� .� No�ic� isSK e� � Needs Shift I Fire Alarm: Monitor: Permits: on: t/.� s n-- 5prinK�ers e � Hood & Duct: � � �� 23 � - Pre-Fire: `iL`�`f � OccupancY Type: Inspector:.�.� ¢ ��s`� Date: >��3�� Hrs.: v �$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice�f,rom , the Ciry of Tukwila Finance Department. Call to schedule a reinspection. - Billin � Address Attn: Com an Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D: Form F.P. 113 . . . �`i"'A'a^:.:�a Q--M:+:'7 , ...�: �-..� , t';.:::a"..aw«.-.. �;"ti.. �_y. ,_�.�. .."�3'�. � - s.o+��•�. o'�'`rtt�. �.:r` i- .,"«:t:w.;+*'k'�-a+:'.+ `+:..^.'� �.�"4 �, : � _ ;£�.. ..,.::.� ...Ex a �Ya'x: ��r_f^."'t � _ . . IN[SPECTION�RECORD ��O '`-�-C'�f2� �. : Retain a copy with permit - INSPECTION NUMBER PERMIT NUMBERS , �, CiTY OF TUKWILA FIRE DEPARTMENT 206-575=4407 � Project: / Type of Inspectian: �/�-� �P� ��-1�.�- � Address Contact Person: Suite #: Special Instructions: Phone No.: � Approved per applicable codes. � Corrections required prior to approvaL COMMENTS: � G�- ��U�� c��v -- �Gf ' .�-liir �4r ��-c7d P� Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: , Monitor: Pre-Fire: . Permits: Occu anc T e: �$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice�from the City of Tukwila Finance Department. Call to schedule a reinspection. Billin9 Address Attn : Address: � Company Name: State: Word/Inspection Record form.Doc 3/14/14 I Z�P� � T. F. D. Form F. P. 113 '��f -s :.�. ...::i':"°. _�sc�C.::.-.... .r_"33:"� . _ .:� ":___.,�" ""`"St., -<:+,�'.._:�..-'�.."'"F-=` '"'!-'��"Y.YY`$�:.'r�•a'�i;:3!!.':� w�� "":7F.:i-=�,�.,5v%-:`.S"' _ :�.._ S''._-`L'F� .,. _,.... '.. "" � -^^'�. . ._�. ., � . . ; ...�..:�.:-�, ' ,>.. , n."g'..i. .. . _. .: � INS.PECTION RECORD �iic�-- U�Z,.r''� '� � Z Retain a copy with permit- �--�— �`�� INSRECTION NUMBER PERMIT NUMBERS . CITY OF TUKWILA FIRE DEPARTMENT ` : �n�-s�s=44m ,' Project: T�rp�..Qf Inspection: + ��C�r �'`'"� �. �..,- — � � 5 : ` Address: _ Contact Person: Suite #: �� U � �. Special Instructions Phone No.: �/ `{ Approved per applicable codes. � Corrections required prior to approvaL r—� COMMENTS: �� Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre-Fire: Permits Occu anc T e: �$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billin Address Attn : . Address Citv: Word/Inspection Record Form.Doc Company Name: State: 3/14/14 Zip: T.F.D. Form:F.P. 113 , .� a ,. . . __.._ _ � _ _ � INSPECTION RECORD . !!� - � �/5� � Retain a copy with permit �,. _ --� INSPECTION NUMBER PERMIT NUMBERS ��' CITY OF TUKWILA FIRE DEPARTMENT ► 444 Andov r Park East Tukwila Wa. 98188 206-575-4407 Project: Type of Inspection: Address: /�� Suite #: 7 Special Instructions: i� � Approved per applicable codes. Contact Person: Phone No.: � Corrections required prior to approval. r � COMMENTS: ..—.-- � . �.a e � rc.�1R '� ; r _ � _� Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre-Fire: Permits: Occu an T e: �$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. � Billin Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 " T.F.D. Form F.P. 113 �� / �� ! � ��.7� R �� ►�1�`�r�t�r� cpt�r��4Y Project No. T16296 Project Heatcon Composite Systems Address 600 Andover Park East, Tukwila, WA Permit No. D16-0127 Bldg Dept. City of Tukwila Client Pitman Enterprises Contractor Pitman Enterprises Record No. 001 Date 11-2-16 Weather Indoors Inspection Proprietary Anchors Seattle O�oe 20715 CedarVa9ey Road Sii� 110 �Ynr^n�od, WA98036 ph425.742.9360 faoc425745.1737 Tacoma 0Il►ce 10029 S. Taoorr�a V�ay Stiile E-2 Taoorr�a, W/a98499 ph 253.584.3720 fax 253.584.3707 Pb►tlarrorollice 7911 NE 33rd Drire s�;� �so Portland, OR 97211 ph 503281.7515 fax 503281.7579 Observed installation of'h x 9" all-thread bolts for the two LTT131 Holdowns mn 5 line in Freezer Room 013. Holes were drilled to the proper depth, well cleaned, then the'h" all thread installed using Simpson Set-XP Epoxy (Lot #119A238A, expires 7/25/18). Work was found to be acceptable per the plans details and engineer's direction. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Inspector: Tom Robinson Reviewed By: % Y � ��*�� Timothy G. Beckerle, P.E. Principal �� C� 0� 4MC� + +GC�.� �� 0 �. �� '��L�[�' C�C�� u CC� Information in this report applies only to the actual items inspected or tested and shall not 6e 2pioduced except in fu/l, without the approval of Mayes Testing Engineers, Inc. Page 1 of 1 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 8� R3 over 3 stories and all R1 Revised Jan 2014 Project Info Project Address Heatcon Composite Systems Date 5/11/2016 Compliance 480 Andover Park East For Building Department Use forms do not requine a Tukwila, WA password to Applicant Name: �ackson Main Architecture, P.S. use. I Instructional and qpplicant Address: 311 First Avenue South , Seattle WA 98104 calculating cells are write- Applicant Phone: y06.324.4800 Project Description ❑ New Building ❑ Addition Q Alteration ❑ Pldns Included Lighting Compliance Path � Lighting Power Density Calculations Q Total Building Performance (If Total Building Pedormance then only LGT-CHK is required.) Lighting Power Allowance Q Building Area Method � Space-By- ed - Method Selecfion required to �E��D �� enable LPA forms Interior Li htin S stem � � b g g Y ��L.�O!l�� Description -�, � � JUN 0 8 2016 Briefly descn6e lighfing � � , � ' -� • system type and features. �� -� ��-- � City of 7ul�rila 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) ❑ 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. Retrofrt and non-retrofit spaces shall be documenfed separately using multiple forms. Q Less than 60% of luminaires in space replaced Provide a separate Space-By-Space Method (LTG-INT-SPACE) Compliance Form for this retrofit aiea. Document existing total wattage within the lighting retrofit space in cell provided in the Maximum Allowed Wattage table. Document proposed (including existing) lighfing wattage in the Proposed Wattage table. � Lamp andlor ballast replacement within existing luminaires only - existing total interior building wattage not increased Q New wiring installed to serve added fiMures and/or fixtures relocated to new circuit Provide applicable manual lighting contro/s (C405.2.1), occupancy sensors (C405.2.2.2), daylight zone controls (C405.2.2.3), spec�c applrcation contro/s (C405.2.3), and commissioning of lighting controls per C405.13 � New or moved lighting panel Provide all applica6/e 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 applicab/e lighting controls as noted for New Wiring and commissioning of lighting controls per C405.13. ❑ No changes are being made to the interior lighting and space use not changed. �� - NJAY 13 2016 ��6�i ��4�`��E� Interior Lighting Summary - Space-By-Space LTG-INT-SPACE 2012 Washington State Energy Code Compliance Forms for Commercial Buildings induding R2 & R3 over 3 stories and all R1 Revised Jan 2014 Project Address Heatcon Composite Systems Date 5/11/2016 Lighting Alterations, Renovations & Building Additions For Building Department Use � Less than 60°/a � 60% or more 0 Stand alone � Addition Notes: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overafl 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 ta61e. If a builidng addition wil! comply as combined with the overall existing builidng, include all applicable existing Space Types and gross interior areas. c. Document new fixtures and al! existing to remain fixtures in the Proposed Lighting table. d. If less than 60% of existing fixtures will6e ieplaced, provide total existing lighting wattage (prior to retrofit) in fhe space provided in the Maximum Allowed Lighfing table. Maximum A1lowed Li tin Watta e Location (plan #, owe ross n enor a s owe room #) Space Type' Watts per ft Area in ft� (watts/ft2 x area) 002, 003, 004, 005, Manufacturing: Detafled manufaeturing 1. 29 3860 4979 006, 008, 009 � � ��• , •, ,� Atrium`* Enter Hel ht: Existln Li htin Enter Exist Watts: Retail Diaplay Allowance irom 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/tt. ht. room #) 003, 004, 005, 008, 009 w� Fixture Description"' NEW 2-TUBE PARABOLIC FLUORESCENT 2X4 LAY IN Retail Dlsolav Lis�htina from LTG-INT•DISPLAY Area Allowed Watts Total 3860 4979 Fixtures Fi�ure 56 64 Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting '*' Include existing fo remain lighting fixtures and exempt lighting equipment per notes below. Total Proposed Proposed 3584 3584 Nofes: 1. Include ALL proposed lighting fixtures. 2. For proposed Fixture Description, indicate frxture type, lamp type (e.g. T-8), number oflamps 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. �or propos�d �?'8tts/Fixture, use manufacture►'s listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria '' as specifi'ed 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;�i�ghting equipment eligible for exemption per �,405.,�.,1, nc�te eXceptio» number and I@�ve� Watts/Fixtl3rts blank. 5. Docum'bnt existlrigYo �main fixtures in Proposed Lighting feble in fhe same; manner as new fixtures: ldentify as existing in fixturo description. 6. If #NA appears in Retail Display cells, information on LTG-INT-DlSPLAYis incomplet$.' ' Interior Lighting Power Allowance ' " � '�' ` ' � COMPLIES � , i.: } :Y` h,'4ry Gr Y'ryl,. , . . ;ii. ;n.: ..i ... y �. ..+..,• r �.; .:.., . r: t� � :: . � �. � ' : 'ti , • : . . . ... ; � ... i •-., � . ,._ . . : � ..r ,.. �: �..! : ;`: : `� -+..:. i ' ` f>� Structural Calculations for Heatcon Composite IMP Freezer Panel Support ��°�� Tukwila, WA P �� a��a �� '�'QQ�a� ��6 �G f�►�' 0 � 1 P��' �a pc� . . p��J��g� G�O\�GO ��`�' July 2�16 PSM RECFIVED CITY �F TUKWILA JUL �1 � � �16 PERMIT CENTER ZZOO SIXTH AVENUE, SUIT6 bOl PHONE 206-622-4580 SEATTLE WASHINGTON 98121 rAX 206-622-0422 r�� Z PSM JOe� � CONSULTING ENGINEERS DATE: '�-g � sY: M.C1��_ SUBJECT: d 2200 SIXTH AVENUE, SUITE 60i, SEATTLE, WASHINGTON 98121 �, yy� OFFICE 206.622,4580 www.psm-engineers.com � � : ; = , , ,.. � ; � . � , � . , , ; ,. , r � , ! � � --_.._ . 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' I � � � � i � I . � I � � I i � __ i ; � i � ' .. --- --- ..._..__i_ � . � _., � I I i � . . ._.....� ...........�_...-_; � ' ' � = .... ...._' ____ '_-_- - - '_' " . . � -�T-..�-_._. i. �...._.... _i.."__ ' • -_ "__ "_"' _ . I f i � I � . . � � I � ; ! i ' ! I � . � � . : : i _._ .......... ...._...__._.-. I-� � i i � I ' i � . ' ' I �' i �-__ __. ......�"_ '_ _ '..._ ___' ' _____ " ...__' _._.. ..�.. '_ _ '__' __ _ .... , � � I ; 1 ,.. i ,� I j i ; I , � i I - — i , � � i � , � i i i , j -1__---_".l_ . .. , ..."___"'_'__ _""'"_'"_'__ _ _ __ _ � i i I � , � , , .....�._ ..i__'_"_L , -' __"_'_..I...... __ -_ _......_ _..... ... ...__ _______ I - _'__- ...__ � I i . I "�_ � I I , i � � � : � i i� i � ; I � ; � ` ' � ' � ' � ' 1 � i ; � ..,... , , , � , : . ; � � ; , i . , ; ---- ........ ... ..--- -------� . .....-�----- -- ....:............---= � ' ' � � I , � � i � i : , ' -- -------. ----- ---- ; - ; --- ... ...........� i _�.. I ' I --� � . , . , ; i , ; ; ; � ; � � � � � � I � , : � ; � ; � -i� —� , --..... .. i .............-- ------� —' --- --=-�---�--......__ .... - � ----- --- — � --- � � ; , , _._.;., I � ; � ; � ; ; ° ; I ; ; i � . , ' ;. � i � ' ,I.. i I i i.. .� . , , , � �--?------,,. .... . '--- ----�._.... _._ � : -- - T�-- ---- ----- -.. .�, ....._--- --- --- �—� _;_ _... i : , i -{---,— , ; i , ; ; i ' �. ' T i i � i i � , : I � ' � � I � i i _ � � ' , I . � I : � :... -- �----..,.... .. _ I _, .. . ... � .._._ : � �—:--.... � I ; ' _I - �--�-- i ; � --- - -----�-....._ . ... _ ---L--'-- -.. i i i I � °. ; I I , � I :. I I , � ' � � � I � �----' I ` i I I : � i �.; ! I i. ...'_ I � � I . � , ; � �..__ � ; ! . , ' I i : � � � � � � , ; '_"'""'__- ......_ • .__...........'""„'_'_ _ ' -._...:...-._ . . �-_" "....._._.J-_..I_..�__:..""__.'-"_'_' _-__-. •esign Maps Summary Report � � http://ehp2-earthquake.wr.usgs.gov/designmaps/us/summary.php?temp... 1� ��;� Des�gn Maps Summary Report User-Spec�Fed Input Building Code Reference Document 2012 International Building Code (whida utiliz� USGS hazard data available In 2008} 5ite Coordinates 47.45009°N, 122.25069°W S[te Soil Ciassification Site Class D-"Stiff Soil" Ristc Category I/II/III USGS-Provided Output SS = 1.442 g S� = i.442 g Sps = 0.962 g Sl = 0.537 g SMl = 0.805 g Spl = 0.537 g For information on how the SS and S1 values above have been cafculated from probabilistic {risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please rekum to the applicatlon and select the "2009 NEHRP" building code reference document. MCEA Response Spectrum 1.65 1.50 1.35 1.26 ' 1.05 � 0.90 N 0.75 � 0.69 O.dS 0.30 0.15 o. o0 O.OID D.20 0.40 0.60 0.B0 1.00 1.20 i.d0 1.60 1.80 2D0 Period. T (secj 1.10 1.00 0.9D o, ao � 0.70 O� 0.60 y Q.50 o.bo P.3� 0.20 �.za o.oa D.00 0.2D 0.40 �.6D 0.80 1.00 1.Z0 1.�0 1.50 1.80 2.�0 PQriod. T (sec� Design Respor�se Spectrum A�hough th� Info�mation � a product of the U.S. Geological Survey, we provlde no warcanty, expressed or implied, as to the accuracy o4 the data contalned ther�n. This tool is not a substitute for technical subjett-matter Imowledge. l of 1 6/29/2016 7:32 AM We��rt zab�e � � � K� Series IA�IGlfC PER SA. FT. 26 GA /26 GA 24 GA/ 26 GA 24 GA! 24 QA PA[+fEL THICKNESS - ' � 2" 2.30 2.49 2.66 2.5" 2.41 2.60 2.78 3" 2,50 269 2.8fi • 4" 2.70 2.89 3.06 5" 2.89' 3.08 3.26 6" 3.Q8 326 3.44 WEIGHT PER S(i. FT. . . 22GA126C�A 22GA/24GA . 22GA/22GA PANEL THICKNESS 2" 2.77 2.94 3.21 2.5' 2.88 3.06 3.32 3" 2.97 . 3.'! 4 3.41 4" 3.17 3.34 3.61 5" 3.36 3.53 3.80 6" 3.54 3.72 3.98 Note: KS Serfes panels include KS Optimo, KS428L, KS42MH, KS42MMR,.lCS42MW and KS45SL, Refer to other weight tables ia� KS Grariitstone and KS Mineral Fber panels. . �Y• �� .. �� . Insulated Pane[s 866-442-3594 • (905) 951-5600 • Fax: 905-951 �944 www.kingspanpanels.ca � ..} � .. • ..' � �� • �� J Revised 912012 CEIUNG PANEL SPAN IN FEE7 (1J240) 8 '!0 12 14 16 18 20 PANEL THICKNESS ROD SPACING DESIGN LOAD IN PS� 4'-0" 20.2 12.4 - - - - - , 5'-0" 20.2 12.4 - - - - - 2' 6'-0" 13.7 - - - - - 7'-0" - - - - - _ _ 4'-0" 28.6 1$.1 12.0 - - - - 5'-0" 21.fi 16,6 12.0 - - - - 2.5° 6'-0" 13.6 - - - - - - � 7'-0" - - - - - - - 4'-0" 35.3 23.8 16.0 11,2 - - - 5'-0" 21.5 15.5 12.7 10.a - - - 3" 6'-0" 13.0 - - - - - - 7'-0" - - - - - - - 4'-0" 36.3 27.3 22.3 i 7.8 13.8 10.1 - 5' -0" 21.3 15.3 12.3 - - - - 4" 6'-0" 12.8 - - - - - - 7'-0" - - - - - - - 4'-0" 35.1 27,1 21.1 17.6 15.0 12.8 10.4 5" 5'-0" 20.1 'f 5.1 11.6 - - - - 6'-0" 12.6 - - - - - - 4'-0" 34.9 26.9 20.9 17.4 14.8 12.5 10.6 6" 5'-0" 19.9 14.9 11,4 - - - - 6'-0" 12.4 - - - - - - CONDITIONS: Panel Series: KS45 (42) SL Design Parameter. Uniform Gravity l.oad Exterior Face: 26 Ga. Steel Interior Face: 26 Ga. Steel Deflection Limit: V240 NOTES TO TABLE: 1) Assembly includes: Panels, K(ngspan aluminum ceifing T(6063-T6), 3/8" threaded rods (Grade A36), coupling nui (Grade 2), connector bolt with nu# (A325), #i0 philpans (for attaching T flange to b�ttom face of panels}. 2) Spans shown are simple and limited by deflection under uniform load only. Spans may be govemed by other factors including defiection due to temperature diffierentia[s and negative wind pressure. Contact Kingspan Technical Services for specific project appNcations. 3) Connection of hangar rods to roof system above must be engineered by project engineer of recard (not by Kingspan). 4) Maximum aluminum T cantilever is 2'-6". 5} The above allowable design loads are after deducting the dead load of the panel. � � K� n s n� � Insulated Panels Kingspan USA • Deland, FL •(386) fi26-6789 • Modesto, CA (208) 531-9091 Kingspan Canada • Caledon, QN {g05) 951-5600 • Langley, BC (604j 607-1101 www.lcingspanpaneis.us • v�nnrw.kingspanpanels.ca Revised 5/2011 PER�IT C40RD COPY � PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0127 PROJECT NAME: HEATCON SITE ADDRESS: 480 ANDOVER PARK E Original Plan Submittal Response to Correction Letter # DATE: 08/29/16 � Revision # before Permit Issued X Revision # 2 after Permit Issued DEPARTMENTS: 1�P � .3 �. ,q� ,j�,b-�1p �.�'o •�� L w(,k, �•�1-Ile � Buil mg Division Fire Prevent�on � Plamm�g Drnsion � �� S n��, b•�. Public Works � Structural � Permit Coordinator � PRELIMINARY REVIEW: DATE: O8/30/16 Not Applicable � Structural Review Required � (no approval/review required) REVIEWER'S IlVITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: O9/27/16 Approved � Approved with Conditions d Corrections Required � (corrections entered in Reviews) Notation: REVIEWER'S IIVITIALS: Denied � (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: i zii sizm s �E��IT C��RD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0127 DATE: 08/03/16 � PROJECT NAME: HEATCON COMPOSITE SYSTEMS SITE ADDRESS: 480 ANDOVER PARK E Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter #1 REV #1 Revision # after Permit Issued DEPARTMENTS: � �5'I� Buildi g Divi �on Fire Prevention � Planning Division � Public Works ❑ Structural � Permit Coordinator � PRELIMINARY REVIEW: DaTE: 08/04/16 Not Applicable � Structural Review Required � (no approva.1/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: O9IOI/16 Approved � Approved with Conditions � Corrections Required � (correctioris entered in Reviews) Notation: REVIEWER'S INITIALS: Denied � (ie: Zoning Issues) DATE: Permit Cer:ter Ilse Only CORRECTION LETTER MAILED: Departments issued corcections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff lnitials: ivianois PE��6��T C�OR� �dAY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0127 DATE: 07/19/16 PROJECT NAME: HEATCON COMPOSITE SYSTEMS SITE ADDRESS: 480 ANDOVER PARK E Original Plan Submittal Response to Correction Letter # DEPARTMENTS: �� c� �� Building Divis�on � �� ^�� t Public Works Revision # before Permit Issued X Revision # 1 after Permit Issued � �-� Fire Prevention Structural 0 �� N�� Planning Division Permit Coordinator �-�1-[ �O � PRELIMINARY REVIEW: DATE: O%�19/16 Not Applicable � (no approval/review required) REVIEWER'S INITIALS: 0 Structural Review Required � DATE: APPROVALS OR CORRECTIONS: DUE DATE: Og�16�16 Approved ❑ Approved with Conditions � Corrections Required (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied (ie: Zoning Issues) Pernzit Center Use Only CORRECTION LETTER MAILED: �'�� _ � Departments issued corrections: Bldg'� Fire ❑ Ping ❑ PW ❑ u DATE: StaffInitials: �v�xiznis �E��IT �40RD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0127 DATE: 06/06/16 PROJECT NAME: HEATCON COMPOSITE SYSTEMS SITE ADDRESS: 480 ANDOVER PARK E Original Plan Submittal X Response to Correction Letter # 1 Revision # Revision #, before Permit Issued after Permit Issued DEPARTMENTS: �� G ��b Building Division � Fire Prevention � Planning Division � �� W� c� � Public Works Structural � Permit Coordinator � PRELIMINARY REVIEW: DaTE: 06/07/16 Not Applicable � (no approval/review required) REVIEWER'S INITIALS: Structural Review Required � DATE: APPROVALS OR CORRECTIONS: DUE DATE: O%�05/16 Approved ❑ Approved with Conditions � 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/Ift/2013 PER�iIT COflRD COP�. PLAN REVIEW/R�UTING SLIP PERMIT NUMBER: D16-0127 DATE: 05/13/16 PROJECT NAME: HEATCON COMPOSITE SYSTEMS SITE ADDRESS: 480 ANDOVER PARK E X Original Plan Submittal Revision # before Permit lssued Response to Correction Letter # Revision # after Pennit Issued DEPARTMENTS: �-s �� Building Division � Public Works � PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved � Coi•rections Required � (cor��ectior�s entered in Reviews) Notation: REVI:EWER'S INITIALS: Fire Prevention Structural �� /'/�- �-�[ � [ h �j Planning Division � ❑ Permit Coordinator � DaTE: 05/17/16 Structw•al Review Required DATE: DUE DATE: O6I14/i C) Approved wifh Conditions ❑ Denied � (ie: Zoning Issues) I7:y��i Perj��rt Center Use Only CORRECTION LETTER MAILED: S �� Departments issued corrections: Bldg �ire ❑ Ping ❑ PW � Staff Initials: i� 12/IB/2013 p� .�j.� n PROJECT NAME: V'�� il�/ �� PERMIT NO: I' �"!�' SITE ADDRESS: 0 G• ORIGINAL ISSUE DATE: 'I I REVISION LOG REVISION DATE RECEIVED STAFF ISSUED DATE STAFF NO. INITIALS INI AL t Summary of Revision: �. �G?�Gj( �Q�M _ REVISION DATE RECEIVED NO. iummarv of Revision: pX (AA(►. REVISION DATE RECEIVED NO. iummarv of Revision: STAFF STAFF INITIALS Received ISSUED DATE Received v (pJease print) � ISSUED DATE Received (please print) STAFF INITIALS STAFF INITIALS REVISION DATE RECEIVED STAFF ISSUED DATE STAFF NO. INITIALS INITIALS Summar of Revision: Received b : (please print) REVISION DATE RECEIVED STAFF IS5UED DATE STAFF NO. INITIALS INITIALS Summar of Revision: Received b : (please print) REVISION DATE RECEIVED STAFF ISSUED DATE STAFF NO. INITIALS INITIALS Summar of Revision: Received b : �pieasc pnii�� 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, et� Date: 08-26-2016 Plan Check/Permit Number: D16-0127 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # � Revision #� after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Heatcon Composite Sysems Project Address: 480 Andover Park East Contact Person: Kate Molleson Phone Number• 260.324.4800 Summary of Revision: Revision per tenant to expand the scope of work to the front office space. Demo a wall, relocate a door, frame our an angled corner to be squared, add a new wall, doors and relites with tempered glass. Sheet Number(s): A0.1, A1.0, A1.1, A1.12, A1.2, A1.21 A1.3, "Cloud" or highlight all are� Received at the City of Tukw � Entered in TRAKiT on RECEIVEn A 2 6 2016 . ., W:�Pemd[ Cee[er\Templata�Forms�Revision Submittel Formdoc Revised: August 2015 City of Tukwila Department of Community Devel 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, fa� etc. Date: 08-02-2016 ❑ Response to Incomplete Letter # Plan Check/Permit Number: D16-0127 � Response to Correction Letter # 1 � Revision # 1 after Permit is Issued ■ ■ Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal # , RECEIVED CITY OF TUKWILA AUG 01 ZOt6 Project Name: Heatcon Composite Sysems PERMIT CENTER Project Address: 480 Andover Park East Contact Person: Kate Molleson Phone Number: 260.324.4800 5ummary of Revision: Please see response to correction letter #1 which addresses specifications for required "Special Inspections" related to the steel and epoxy bolt applications. Sheet Number(s): S1.0 "Cloud" or highlight all areas of revision Received at the City of Tukwila Permit Ce� ❑ Entered in TRAKiT on W:�Perntit Center\Templazes�FotmsUtevisae Submittal Formdoc Revised: Auguat 2015 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: 07-07-2016 Plan ChecWPermit Number: D16-0127 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # � Revision #� after Permit is Issued ■ ■ Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal # Project Name: Heatcon Composite Sysems Project Address: 480 Andover Park East Contact Person: Kate MOIIeSOn Phone Number: 260.324.4800 5ummary of Revision: Revision per tenant to add a freezer room on a 14" concrete platform with three access stairways. Structural Engineer plans and calcs are included in this revision set. RECEIVED JUL Sheet Number(s): A0.1, A1.0, A1.1, A1.2, A1.3, S1.0, S2.0, S3.0, S4.0 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on W:�Permit Cemer\Te�lazes�FormsVtevision Submittal Formdoc Revised: Auguat 2015 Date: 05/27/2016 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. Plan Check/Permit Number: D16-0127 ❑ Response to Incomplete Letter # � Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑. Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Heatcon Composite Systems Project Address: 480 Andover East Park E Contact Person: Kate Molleson Phone Number: 206.324.4800 Summary of Revision: Amended plans to show means of egress, accessible parking and FDC lock box location. REGEIVED CITY QF TUFCWILA �UN � 1 2t116 PERNitT CE R Sheet Number(s): A0.1, A1.0, A1.2 "Cloud" or highlight all areas of revision including date qf revisio,n Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on W:�Permit Center\Tert�lates�FortnsUtevision Submittal Formdoc Revised: August 2015 ►� August 02, 2016 JACKSO�! I ARCHITEC Mr. Bill Rambo Permit Technician Dept. of Community Development City of Tukwila 6300 Southcenter Boulevard Suite #100 Tukwila, Washington RE: Correction Letter #1 Heatcon Composite Systems D16-0127 ]MA No.16005.01 Dear Bill: �il ' , f N TURE ��::��v�� CITY O� �'UKWILA �U� 0 � ZQ�s �E�iNill" CEPJTER The following is in response to your correction letter dated July 28, 2016: Building Department: • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximize size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) ��STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Please provide a document or memo signed and stamped with specifications for required "Special Inspections" related to the steel and epoxy bolt applications. (IBC Chapter 17) - Please see sheet S1.0 that has been amended to include information regarding specifications for required "Special Inspections" related to the steel and epoxy bolt applications. _�ORR�CT��1 °..TR� t �_.�� JACKSON � MAIN ARCHITECTURE, P.S. WWW.JACKSONMAIN.COM 311 FIRST AVENUE S. SEATTLE, WA 98104 l 206.324.4800 I f 206.332.2875 � W / �' Y� JACKSC�N � IV� '.� N ARCHITECTURE Please let me know if you have any questions or concerns. Sincerely, f Kate Molleson Interior Designer Jackson � Main Architecture P.S. Attached: Resubmittal form; (2) copies of complete plan set JACKSON � MAIN ARCHITECTURE, P.S. WWW.JACKSONMAIN.COM 311 FIAST AVENUE S. SEATTLE, WA 98104 t 206.324.4800 I f 206.332.2875 City of Tukwila Allan Ekberg, Mayor Depart�nent of Community Development Jack Pace, Director July 25, 2016 KATE MOLLESON 311 FIRST AVENUE S SEATTLE, WA 98104 RE: Correction Letter # 1 to Revision #1 DEVELOPMENT Permit Application Number D16-0127 HEATCON COMPOSITE SYSTEMS - 480 ANDOVER PARAK E Dear KATE MOLLESON, 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 l 1x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall cQntain the seaUstamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-0] 0& 196-23-020) (BUILDING REVIEW NOTES) 1. Please provide a document ar memo signed and stamped with specifications for required "Special Inspections" related to the steel and epoxy bolt applications. (IBC Chapter 17) Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two 2 sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, _�� Bil] Rambo Permit Technician File No. D16-0127 6300 Southcenter Boulevard Suite #J00 • Tukwila Wasl2inRto�i 98188 � Phone 206-431-3670 • Fax 206-431-3665 JACKS0�1 I M "�I N ARCHITECTURE May 31, 2016 Mr. Bili Rambo Permit Technician Dept. of Community Development City of Tukwila 6300 Southcenter Boulevard Suite #100 Tukwila, Washington RE: Correction Letter #1 Heatcon Composite Systems D16-0127 JMA No.16005 Dear Bill: RECEfVED ClTY Q�F TUKWILq JUN 01 �016 �'ERMIT C�ENTER The following is in response to your correction letter dated May 24, 201f.; O� �C.�,�� Building Department: Ci • (BUILDING REVIEW NOTES) ��TR� � 1. Provide a life safety plan that identifies means of egress. Dimension egress paths. Identify the specific common paths of egress that shall be 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) - We have amended the floorplan to show means of egress and lighting paths on sheet A1.0 and have added Emergency illumination signs which are show on the reflected ceiling plan, sheet A1.2. 2. Show where accessible parking is located and show at least one van parking stall. - Accessible van parking was added to the site plan on sheet A0.1. PW Department: • Please add update of the Fire Dept. Connection (FDC) with Storz Knox Lock box to the scope of work to be performed under this permit. Show location of the FDC on your plan with appropriate note. There was a Public Works permit PW15-0109 issued for installation of fire prevention DDCVA inside the building, however the applicant requested FDC update, since it is outside the building to be part of the D16-0127 permit. - We have amended the floorplan to include the existing Storz Knox Lock Box as well as the location of the new box with notes on sheet A1.0. Please let me know if you have any questions or concerns. JACKSON � MAIN ARCHITECTURE, P.S. WWW.JACKSONMAIN.COM 311 FIRST AVEtJUE S. SEATTLE, WA 98104 t 206.324.4800 � t 206.332.2875 JACKSON 1IARCHITE Sincerely, � Kate Molleson Interior Designer ]ackson � Main Architecture P.S. I M '.IN CTURE Attached: Resubmittal form; (2) copies of complete plan set JACKSON � MAIN ARCHITECTURE, P.S. WWW.JACKSONMAIN.COM 311 FIRST AVENUE S. SEATTLE, WA 98104 t 206.324.4800 � f 206.332.2875 City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Direcior May 24, 2016 KATE MOLLESON 3l 1 FIRST AVENUE S SEATTLE, WA 98104 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D16-0127 HEATCON COMPOSITE SYSTEMS - 480 ANDOVER PARAK E Dear KATE MOLLESON, 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 l 1x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifcations other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Provide a life safety plan that identifies means of egress. Dimension egress paths. Identify the specific common paths of egress that shall be 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. Show where accessible parking is located and show at least one van parking stall. PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • Please add update of the Fire Dept. Connection (FDC) with Storz Knox Lock Box to the scope of work to be performed under this permit. Show location of the FDC on your plan with appropriate note. There was a Public Works permit PW 15-0109 issued for installation of fire prevention DDCVA inside the building, however the applicant requested FDC update, since it is outside the building to be part of the D16-0127 permit. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two 2 sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. 6300 Southcenter Boulevard Suite #100 • Tukwila WashinQton 98188 � P{7.one 206-431-3670 � Fax 206-431-3665 In order to better expedite your resubmittal, a'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Correctionshevisions must be made in qerson and will not be accepted through the mail or bv a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, � � Bill Rambo Permit Technician File No. D16-0127 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 � Phone 206-431-3670 � Fax 206-431-3665 JOHNSON TENANT IMPROVEMF'vT INC Han�e Safety & Health �V'ashiragton 5�� {�e��rt��t rrf �.ab�� u��e� JOHNSON TENANT IMPROVEMENT INC Owner or tradesperson Principals JOHNSON-WOLSEY, WILLIAM STERLI, PRESIDENT Doing business as JOHNSON TENANT IMPROVEMENT INC WA UBI No. 601 223 621 License F..spanol Corrtact Claims & Insurance PO BOX 1149 BOTHELL, WA 98041-1149 425-486-2442 KING County Business type Corporation Page 1 of 2 Search L&I A-7. I uc Workplace Rights 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. JOHNSTI092PA Effective — expiration 10/01/1991— 03/10/2018 Bond ................ CBIC Bond account no. SA6988 Received by L&1 10/05/2001 Insurance .............................. American Fire 8� Casualty Co $12,000.00 Effective date 10/02/2001 Expiration date Until Canceled $1,000,000.00 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601223621&LIC=JOHNSTI092PA&SAW= 6/17/2016 e A 8 a � ,, � GENERAL NOTES 1. THE APPROVED PLANS SHALL NOT BE CHANGED QR ALTERED WITHOUT AUTHORIZATION FROM THE BUILDING OFFICIAL. THE APPROVED PLANS SHALL BE KEPT ON THE JQB SITE. 2. CONTRACTOR SNALL VERIFY AND CHECK ALL CONDITIONS AND DIMENSIONS AT THE BUILDING. REPORT ANY INCONSISTENCIES TO THE ARCHITECT. 3. ALL WORK SHALL MEET LOCAL CODES AND ORDINANCES. 4. ALL NAILING SHALL COMPLY WITH NAILING SCHEDULE OF THE IBC. 5. COMPLIANCE CARD TO BE POSTED VERIFYING INSULATION INSTALLED IN WALL, CEILINGS ANDS FLOORS (IF REQUIRED). 6. ALL WOOD COMING IN CONTACT WI CONCRETE. SHALL BE PRESSURE TREATED (DECAY RESISTANT). 7. IF ANY ERRORS, OMISSIONS OR INCONSISTENCIES APPEAR IN THE DRAWINGS, SPECIFICATIONS OR OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE OWNER OR ARCHITECT IN WRITING OF SUCH OMIS510NS, ERRORS, OR INCONSISTENCIES BEFORE PROCEEDING WITH THE WORK, OR ACCEPT FULL RESPONSIBILITY FOR COSTS TO RECTIFY SAME. 8. TYPfCAL DETAILS OR BUILDING STANDARDS SNALL APPLY WHERE NO SPECIFIC DETAILS ARE GIVEN. 9. ALL DIMENSIONS ARE MEASURED TO OUTSIDE FACE OF FRAMIN� 10. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, ELEVATIONS, SECTIONS AND DETAILS. 11. ALL EQUALS SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION. 12. BIDDER DESIGN WORK SHALL SE APPROVED BY OWNER 8� ARCHITECT PRIOR TO CONSTRUCTION. TENANT: ARCHITECT: HEATCON JACKSON � MAIN ARCHITECTURE 480 ANDOVER PARK EAST 311 FIRST AVENUE S. TUKWILA, WA 98188 SEATTLE, WA 98104 206.324.4800 BUILDING OWNER: 480 ANDOVER PARK EAST LLC 10900 NE 4TH ST. SUITE 1500 BELLEVUE, WA 98004 VICINITY �AP CONTRACTOR: JOHNSON TENANT IMPROVEMENT, INC 19613 81 ST AVE. S. SUITE H KENT, WA 98032 425.486.2442 3 2 � � � PROJ E�T SCOPE TENANT IMPROVEMENT TO INSTALL NEW WALLS AND DOORS TO ENCLOSE EXISTING WORKIN� AREAS FOR VARIOUS USES VJ�THIN THE MANUFACTURING AREA. DEMO AND INSTALL NEW WALLS AND DOORS IN EXISTING OFFICE AREA. LEG�L DESCRIPTION POR NE 1/4 OF SE 1/4 BEG SW COR TR 8 ANDOVER INDUSTRIAL PK # 5 TH S 01-47-28 W 225 FT TH S 88-12-32 E 297 Ff TH N 01-47-28 E 225 FT TO SE COR TR 8 TH N 88-12-32 W ALG S LN TO TPOB LESS UP RR OPER R/W SEP�R�4TE SIJBMITTALS CONTRACTOR TO SUBMIT FOR AND OBTAIN PERMITS FOR ALL SEPARATE WORK INCLUDING: ELECTRICAL PLUMBING MECHANICAL �� FIRE �RIAIKL.�RS �� 1 _ h �--� � ARCHITECTURAL A-0.1 COVER SHEET A-1.0 OVERALL FLOOR PLAN A-1.1 ENLARGED FLOOR PLAN A-1.12 �NLARGED FLOOR PLAN A-1.2 REFLECTED CEILING PLAN 1-1.21 REFLECTED CEILING PLAN A-1.3 DETAILS S-1.0 STRUCTURAL GENERAL NOTES S-2.0 STRUCTURAL FLOOR 8� CEILING PLANS S-3.0 STRUCTURAL SECTIONS S-4.0 STRUCTURAL DETAILS EN �,� U R . GOVERNING ENERGY CODE: 2012 WASHIN�TON ENERGY CODE COMPONENTF�TH BUILDING SPACE TYPE HEAT IS "OTHER" (ALL OTHERS INCLUDING HEAT PUMPS AND VARIABLE AIRVOLUME.) �LECTRIC RESISTANCE HEATING NOTALLOWED. REQUIRED INSULATION VALUES FOR CONDITIONED SPACES - NOTE: THE BUILDING IS CURRENTLY CONDITIONED WITH INSULATION ON WALL; BATT INSULATION AT CEILINGS. EXISTING UNIT HEATERS HAVE SHEET METAL DEFLECTORS INSTALLED FOR BETTER AIR CIRC. CLIMATE ZONE 1 � ROOF 0�,'ER CEILING TILES - EXISTING BUILDING ROOF (NO ATTIC) EXISTING OPAQUE WALLS h4ETAL FRAMING R-13 + R-10 CONT RIGID �NSUL. PER 2012 WSEC WOOD FRAMING 8� OTHER R-21 OPAQUE DOORS U - .60 FLOOR GVER UNCONDITIONED SPACE NIA SLAB-ON-GRADE � NONE VERTICAL GLAZING EXISTING PROVIDE OCCUPANCY SENSOR AT ALL LOCATIONS WHERE REQUIRED BY WSEC SECTION C405.2. PROVIDE AUTOMATIC CONTROLS TO TURN OFF LIGHTS DURING UNOCCUPIED HOURS AS REQUIRED BY WSEC SECTION C405.2. LI�HTING: ALL AREAS ENCLOSED BY WALLS OR FULL HEIGHT PARTITIONS SHALL REQUIRED AT LEAST ONE MANUAL CQNTROL FOR LIGHTING. EACH AREA REQUIRED TO HAVE MANUAL CONTROLS SHALL ALSO HAVE A CONTROL TO REDUCE LIGHTING BY 50% IN A REASONABLE UNIFORM ILLUMINATION PATTERN. OR PROVIDE AN OCCUPANCY SENSOR DEVICE. OCCUPANCY SENSOR ARE REQUIRED IN: TRAINING ROOMS, CLASSROOMS, BREAK ROOMS, CONFERENC� ROOMS, PRIVATE OFFICES, RESTROOMS, JANITOR ROOMS, STORAGE ROOMS, WAREHOUSES, AND ANY ROOM 300 SQUARE FEET OR LESS ENCLOSED BY FULL HEIGHT WALLS. THE SENSORS SHALL TURN OFF THE LIGHT WITHIN 30 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE. SITE � BUILDING INFC�. TAXPAYER- TAX PARCEL NUMBER - PROJECT ADDRESS - GOVERNING BUILDING CODE - GOVERNING ZONING CODE - SITE STATISTICS ZONE- SITE AREA - ALLOWABLE LOT COVERAGE - REQUIRED BUILDING SETBACKS- FRONT- SIDE (INTERIOR) - SIDE (STREET) - REAR - ALLOWABLE FAR - ACTUALFAR- BUILDING STATISTICS ALLOWABLE HEIGHT - ACTUAL HEIGHT - 3 CONSTRUCTION TYPE - EXISTING OCCUPANCY TYPE - 480 ANDOVER PARK EAST LLC 10900 NE 4TH ST SUITE 1500 BELLEVUE, WA 98004 262304-9093 480 ANDOVER PARK EAST TUKWILA, WA 9818II 2012 INTERNATIONAL BUILDING CODE W/ WASHINGTON STATE AMENDMENTS TUKWILA ZONING CODE EXISTING; TUC-WP EXISTING; 60,750 LAND SF EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTIN� EXISTING NO CHANGE V-B SPRINKLED S-1, F-1(EXISTING) BUILDING AREAS OVERALL BUILDING AREAS: INTERNATIONAL BUILDING CODE EXTERIOR FOOTPRINT FULL BUILDING 39,079 SF TENANTAREATHIS PERMIT- 31,194 SF MANUFACTURING - 31,194 SF OFFICE - 7,885 SF 3 AREA OF WORK �CCUPA�T LC�ADS PER TABLE 1004.12 OF THE INTERNATIONAL BUILDING CODE FIRST FLOOR TENANT SPACE 1. FACTORY (F-1) 31,194 SF 2. OFFICE TOTAL OCCUPANT LOAD = 391 TOTAL EXITS REQUIRED = 2 TOTAL EXITS PROVIDED = 6 @ 100 SF / OCCUPANT OCCUPANT LOAD = 312 7,885 SF @ 100 SF ! OCCUPANT OCCUPANT LOAD = 79 PARKI N G CALCS PER TUKWILA MUNICIPAL CODE EXISTING PARKING STALLS: 40 STANDARD STALLS EXISTING TENANT AREA: 39,079 SF MANUFACTURING = 31,194 SF PARKING REQ = AREAI1000 = 32 STALLS OFFICE = 7,885 SF PARKING REQ = AREA13 FOR 1,000 SF = 24 STALLS PROPOSED PARKING STALLS: NO CHANGE TOTAL REQUIRED PARKING STALLS = 56 STALLS PARKING STALLS PROV�DED: 36 STANDARD STALLS PLU�BIN� FIXTURES PER TABLE 2902.112902,2 OF THE INTERNATIONAL BUILDING CODE OFFICE (B} - 7,885 SF I 100 SF PER OCC. 79 OCC. SUBTOTAL 1 FIXTURE I 25 OCC. 3.16 FACTORY (F-1) - 31,194 SF 1100 SF PER OCC. 312 OCC. SUBTOTAL 1 FIXTURE / 100 OCC. 3.12 TOTAL FIXTURES REQUIRED - FIXTURES (PROVIDED) - 6.28(3.14F13.14M) MEN: 3 TOILETS (4 URINALS) 1111l1AACA1. R TlIII.ETS ��{�� `�� ii SITE PLAN SCALE: 1/32" =1' - 0" s T � IL U , LECEND ________________= WALL, DOORS & WINDOWS TO BE REMOVED, PATCH OR REPAIR TO PREPARE FOR NEW FINISH/ INSTALLATION. EXISTING WALLS TO REMAIN NEW 3�" 20 GA MTL STUD WALL @ 24" OC W/ %" TYPE "X" GWB EACH SIDE. PAINT PER BUILDING STANDARD. SOUND BATTS AS INDICATED ON PLAN. WALL HEIGHT INDICATED PER FRAMING PLAN & DETAILS. NEW 6" 20 GA MTL STUD WALL @ 24" OC W/ 8" TYPE "X" GWB EACH SIDE, PAINT PER BUILDING STANDARD. SOUND BATTS AS INDICATED ON PLAN. WALL HEIGHT INDICATED PER FRAMING PLAN 8� DETAILS. NEW 6" 20 GA MTL STUD WALL TO ROOF AFF @ 24" OC W/ %" TYPE "X" �WB EACH SIDE, INSULATED PER DETAILS. FIRE TAPE ONLY, WH SIDE. FINISH PER BUILDING STANDARD. NEW 6" 20 GA MTL STUD WALL FURRING T014'-0" AFF @ 24" OC W/ %" TYPE "X" GWB ONE SIDE, INSULATED PER DETAILS. FINISH PER BUILDING STANDARD. WALL HEIGHT T014'-0". NEW PANEL WALL SYSTEM FOR FREEZER ROOM. INSTALL PER MANUFACTURER. KEY: E� EXISTING DOOR TO REMAIN. � NEW DOOR PER SCHEDULE. �Yi�B�LS � X DETAIL XX.X � _____ GRID LWES - COLUMN ROOMNAME ROOM NAME AND NUMBER 101 � REVISION TAG O DOOR TAG [:�l [:•7 �' REVl�tIVEQ FC?R ��?pE CQMPLIANG� ��o��c� SEP 0 2 2016 ; ��-u� BUILDI G DIVISION ILLUMINATED EXIT SIGN ARROW INDICATES DIRECTION --_- ILLUMINATED EXIT SIGN WITH EGRESS PATN LIGHTING WITH BATTERY BACKUP SYSTEM EGRESS PATH LIGHTING ON BATTERY BACKUP SYSTEM :,. ..,*.,+"`�'`�� . , `,v - ,.,;.�;.., �. ��'� �■ '� Plan review ap��ov�I is sub��d to errors and a�zi�sio��. APpro�al �f const�u�tifl� dacu�t�rtt� d�es r��r atri�o;i�e the violation of d ��y � t�p�e� co�e or arc�mance. �L��i�f �- �, , ..,,, app�oved �ield and con�i�i��s i� acknov�le�;�d: ��Pl�� :�tT� F��-�i�Jll - REQUlR�[3 i=OR: p� l7�Mec�►anica� DBte: f� (� Etectrfcal """ i,��..`,I/ Ptumbing Cl'iy {3� "�U�Wi�e� ltA Gas Piping BUILDI�G C3I�IIS�O� City af Tuktivila E3l,if�.�;;1�� D1�ItSIC}N REVISlONS `� No changes shail be made to the scopP of wrork without prior approvai of Tu�;4vila Building Division. N�ic: Revision; wiil require a netiv ptan submittal and may inctude additionat plan revPev�r fees. �� *�t�� f �� ''' � .s � . � �� . _ .� , .� _ u :......�...,�._.._ � ,��°�� V��' �s 9�� s!F �y � ' �;� . jy�� 7f3'l �X' �' t ;k��' �. � � � i�f �j''�' tYF{�v� � �� " P " ;�� s , t� �� '? � °� �� tt�� ;� �� . � �?;��.a �,�. �.° z i��IV�D Cl��f OF TUK��/IL�, AU� 2 G 2016 �'ERf�lT CE(VTER ; �P i JACKSON � iVIA1N ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98l 04 t 206.324.4800 WWW.JACKSONMAIN.COM � � � � � Q � W W I- � � Z r~��z VJ Q �-Q= � U� �- Cn W �'_ '`� �- I- W �' � � � L�..1 p O J r Z � � � � � � � � � V � � '�' ~ ww w w � � www �Zz »> WIW-F �� aa � Z Z ww F z z z�� O O � � H H � � � � o�aaaWo�o �te�wwQ,-v�u� a�-zzz�vzz �.��,aoo°�°O �no��» w�000woww oau.u.u.cnc��w. � e- N M z �� - e� r �- a- r a- e- F� C? I� �D O N e�- M�t! cvv� i��ti o 4879 REGISTERED CT RCICH ATE ASHINGTON PROJECT NUMBER: 16005.01 PROJECT MANAGER: GP DRAWN BY: KLM CHECKED BY: GP COVER SHEET � JACKSON � MAIN ARCHITECTURE O 2016 LIFE �AFET� ��a EGRESS 1. ALL EXIT DOORS SHALL BE OPERABLE FROM INSIDE THE BUILDING W�THOUT KEYS OR SPECIAL KNOWLEDGE. 2. FIRE EXTINGUISHERS SHALL BE PROVIDED PER NFPA#10, OR REQUIREMENTS OF LOCAL FIRE OFFICIALS. 3. THE MEANS QF EGRESS tNCLUDING THE EXIST DISCHARGE SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING IS OCCUPIED PER IBC 1006.1 ELECTRICAL DESIGN BUILD CONTRACTOR SHALL COMPLY AND SHALL SUBMIT A DEFERRED SUBMITTAL MEETING ALL REQUIREMENTS. 4. MANUALLY OPERATED FLUSH BOLTS ARE NOT PERMITTED AND NO MORE THAN ONE OPERATION FOR THE UNLATCHING IS ALLOWED. 5. FOR EMERGENCY LIGHTING: 5.1. THE ILLUMINATION LEVEL SHALL BE AT 1 FC AT THE WALKING SURFACE. 5.2. POWER SUPPLY BY BY PREMISES POWER SUPPLY. 5.3. IN THE EVENT OF POWER FAILURE EMERGENCY LIGHTING SHALL BE PROVIDED FOR NO LESS THAN 90 MIN. AT AISLES, CORRIdORS, EXIT DISCHARGE ELEMENTS, AND EXTERIOR LANDINGS. 3�-0�28tl CLR EXITS AND EXIT ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. -EXIT SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS - EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES SHALL BE INSTALLED 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISHED FLOOR. - EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. NOTES: 1. MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOTCANDLE (11 LUX) AT THE WALKING SURFACE 2. MINIMUM REQUIREMENTS FOR ALL EXISTING AND NEW EXIT DOORS. 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C{T1� ta� TUKWILi� . . , �, � AUG 2 6 2096 uEf��(IT CEf�TER �ED FLOC.�F� PLA�J � ` JACKSON � MAIN ARCHITECTURE 0 2016 �ElL 6 1/4"=1'-0" � � v � �... ENTIRE A.C.T. CEILING SYSTEM f�1 � L� ET� I L SECTIUNSISOA A&LED 3ER I.B.C. EXIST. ROOF BM OR PURLIN TO REMAIN. IF WALL D�ES NOT ALIGN, PROVIQE BLOCKING BETWEEN PERLINS TO ATTACH T0. 20 GA 3" DEEP CONT. HEAD TRACK ATTACHED WI (3) # 8 SCREWS @ 24` OC. HOLD TOP OF STUDS 1" FROM TRACK FOR DEFLECTION. 8" 20 GA. MTL. STUDS @ 24" OC WI ONE (1) LAYER OF 5/8" GWB EA SIDE. PAIN� SMOOTH FINISH WI INSUL. AS REQ. BY � OWNER OR TENANT. XDNI POWER DRIVEN HILTI F OC EMBED 1-1/2" EXIST. CONC FLOOR TO REN FULL HEIC�HT �LL 1 "=1'-0�� ,,�s � __ � �. 3"=1'-0" DE OF STRUCTURE 18 TT (1" MIN.) GAUGE DEEP TRACK T012' A.F.F. PROVIDE BRACING AT TOP OF WALL AS REQUIRED OR SECURE WALL TO STRUCTURE ABOVE MTL STUD WALL W. �WB PTD WI SOUND BATTS AS REQ. GWB CLG TAPED & SANDED WI PTD FIN. 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MTL WINDOW FRAME PER NDARDS, WRAP AROUND .B. ZING BEAD PERED GLASS RELITE, FINISH STANDARDS f.8. BOTH SIDES OVER MTL (SIZE PER PLAN) @ 2'-0° O.C. �OUND BATTS AS REQ. Y" FRAME PER STANDARDS 51LENCERS. PER FINISH ARDS. # DOdR JAMB SIMILAR � � �� i � � 1 �„�� 3„_�,_�„ VVA L L Q E TA 1 L 3"=1'-0" _ TOP OF WALL _ � PER PLAN TAL FRAMING PER PLAN TO SUPPORT SP. CLG. NTINUOUS METAL EDGE BEAD TAL STUD WALL WI %" TYPE X G.W.B. NTED SMOOTH FINISH W/ SOUND BATTS REQ 5P ACT WITH 2'x4' LAY IN PANELS _ _ CEILNG HEIGHT _ � PER RCP tC2 CLIP PER ARMSTRONG SEISMIC OR ARCHITECT APPROVED EQUAL TE: iIRE A.C.T. CEILING SYSTEM SHALL INSTALLED PER I.B.C. SECTIONS 808.1 613.1 NOTE: CONTRACTOR TO PROVIDE ALTERNATE FOR SOUND BATTS ABOVE CEILING ' GWB OVER MTL STUDS (SIZE PER PLAN) NT PER BLDG. STANDARDS. SOUND BATT REQ. 'CH & REPAIR AS REQ'D. TO ;EIVE NEW FINISH. VI POWER DRIVEN HILTI iTENER 24° OC EMBED 1-1/2" W�LLBASEC��.H. 3"=1'-0" 2 D�OR SCHEDI�LE N0. DOOR FRAME HARDWARE REMARKS WIDTH HEIGHT TYP THK FIRE MATERIAL H�� B MATERIAL FINISH LOCK CLOS THRS PANIC DTL DTL 1 3'-0" 7'-0" 1-314" HMTL 61A1.3 6/A1.3 H.M. PAINTED 2 RAIR 3'-0" i'-0° 1-314" HMTL 61A1.3 6/A1.3 H.M. PAINTED 3 6'-0" 7'-0" NEW STRIP CURTAINS 4 3'-0" 7'-0" NEW STRIP CURTAINS E EXISTING TO REMAIN R04 FI�11SH S�HEDULE N0. ROOM NAME BASE FLOORS WALLS CEILINGS 001 002 003 � OQ4 ' 005 006 , 007 00$ ' 009 010 011 012 WEST ►�:I.i $ouTfi SHIPPING/ RECEIVING CUT ROOM QC D6 PROD. OFFICE EAST SERV.& REP. DIRTY ROOM DRY CUT ROOM COMPR./PUMP EQUIPMENT PRODUCTION OVEN ROOM ASSEMBLY � w m m � w } � z c.> > Z w o ,1, c� v=i z ►= w � > W � J z 0 w a � Z � � � ■■■■■ ❑�■�■ ■■■■■ ■■■■■ ■■■■■ ❑■■■■ �� ■■■■■ �■■■■■ ■■ �,� ■■_ �� S�� _ ■■■■■� ■■■■■� REMARKS ' REMOVE EXISTING FLOORING AS REQUIRED & PREP FOR NEW FINISHES SPECIFICATIONS. COLORS PER TENANT SELECTION FINISHES AT NEW WALLS ONLY, CONFIRM WITH TENANT. FINISHES AT NEW WALLS ONLY, CONFIRM WITH TENANT. BRACE WALLS TO UNDERSIDE OF SECQNDARY STRUCTURE TYP. METAL STUDS @ 2'-0" O.C., PER PLAN NOTE: ENTIRE A.C.T. CEILING SYSTEM SHALL BE INSTALLED PER I.B.C. SECTIONS 808.1 & 1613.1 i � � �,. � � _! � 3"=1'-0" � � � � � � . • , %' G.W.B. BOTH SIDES OVER 6" MTL STUDS FROM BOX BEAM TO ROOF FRAMING. SEE DETAIL 11(A1.1. NEW HEADER BOX BEAM TOP OF OPENING � PER d00R SCHEDULE RELOCATE EXISTING CURTAIN 5" IMP WALL PANEL PER STRUCTURAL ENGINEER. 1�" DIASTEEL PIPE HANDRAIL AND �— GUARDRAIL, PRIMED AND PAINTED. 1'-2° 1'-6" N � � " , ' �� a . • ' . CV ti o' . d .. � a.�. 'o . . n ' d . a " , d . a. n .' . e <. ' . n j� . . . � , . �� . . � 14" CONCRETE SLAB. 1/2"=�'-0" - POURED CONC. STAIR, PROVIDE #4 BARS @30" O.C. FOR STAIRS & #4 BAR @ TOE OF EACH TREAD 8� 6x6-W2.9 x W2.9 W.W.M. IN LANDiNG. - DOWEL INTO SLAB WITH (4) 5° #4 BARS WITH 2.5" EMBED. 3"=1'-0" _ TOP OF FRAMING� PER PLAN 3ECONDARY FRAMING FOR CLG. GRID 3UPPORT. W/ BLOCKING AT EA. END AND =VERY OTHER SPAN ABOVE WALLS VOTE: ENTIRE A.C.T. CEILING SYSTEM SHALL BE INSTALLED PER I.B.C. 2012 SECTIONS 808.1 & 1613.1 SUSP. ACT W/ 2'x4' LAY IN PANELS, SEE PLAN FOR LAYOUT AND HEIGHT. CEILING HEIGHT PER RCP - - -� 2" EDGE MOLDING TYP TO MATCH SUSP CLG SYSTEM. METAL STUD WALL PER SCHED W/ GWB PAINTED SMOOTH FINISH WI SOUND BATTS . AS REQ. PER PLAN. NOTE: CONTRACTOR TO PROVIDE ALTERNATE FOR SOUND BATTS ABOVE CEILING 3W8 OVER MTL STUDS PAINT PER BLDG ND BATT AS REQUIRED I POWER DRIVEN HILTI 'ENER 24" OC EMBED 1-1/2" ;H & REPAIR AS REQ'D. TO EIVE CARPET ,i � . � . ,� � � � � 3"=1'-0° PROVIDE STR�CTURAL FRAMING TO SUPPORT TH SUSPENDED CEILING; TOP OF GWB 14-0" -METAL JOIST FRAMING PER CEILING FRMG PLAN @ 4'-0" O.C. , UNO. - METAL STRAPPING @ 4'-0" O.C. TYP. TOP & BOT. PROVIDE SOLID BLOCKING AT EA END PER CLG FRMG PLAN INSUL TO BE HELD IN PLACE WITH WIRE STRUNG UNDER NEW JOISTS AT 12" OC. PERPENDICULAR PRIOR TO INSTALLING F5K PAPER. TYP. `CONTRACTOR TO PROVIDE ALTERNATE FOR SOUND BATTS ABOVE CEILING `—METAL STRAPPING �FSK PAPER VAPI @ 4'0" O.C. FLAME SPREAD T.B. 4" MIN n'P• BOTTOM SEE NOTE ABOVE SUSP ACT WITH 2'x4' LAY IN PANELS SEE Al2 FOR HEIGHT _ _ �CEILING HGT PER PLAN �-- 2° EDGE MOLDING TYP TO MATCH SUSP CLG SYSTEM. MTL STUD WALL (SIZE PER PLAN) W/ R-19 BATT ISUL. & 5/8° TYPE "X" GWB EA SIDE. OR EXISTING WALL AS SHOWN ON PLAN. NOTES: 1. WSEC C402.2.1 ROOF ASSEMBLIES SECONDARY STRUCTURE METAL FRAMING SEE A0.1 2. ENTIRE A.C.T. CEILING SYSTEM SHALL BE INSTALLED PER I.B.C. SECTIONS 808.1 & 1613.1 SECORIDARY CEIL. DETAIL 1-1/2"=1'-0" � .� :� � :��. '�c + -. ,- , -, - , -, - . -�- , -; - t—i - —t— - - —t— - - � - I—�I - —i-�=- � • 2" METAL ST�APPING, BO�N TOP • • • • • I• • o . _I �DsOTOFjJ01ST�a4'-d�'0 . _ _�_u_� L � � � � � � � � _� �_ � -� _ � � _ � _—� _�_..�+Q I I I I il I I I I I il I Y� I —. .— . —. — . —. .— . —. — u`�i�: . .Cp o —�—� —�—�— — �—� �l— O �f . . . . .¢ o . m _,t�a_�—_��_�—_ _�-� � _�__t � WSEC C402.2.1 �E �E�p FOR CUt��PP OVEt� �E SEP 0 2 2416 �ity ofi Tukwiia BUILDI�IC C}�VlSiOt 2" M AL STRAPPI G, BOT TOP� � � � AND OT 0� JOIST a�4'- ' OC. �� _ �_� . . . . . . .�� . . �-1�1-fi-1� � ��1�=. - �-�1 - — ' - � — ' � � — --m—o- ' — � � — - � I I I I I I�� 1_ __� � � � �;x l �. ' rE � � � .. , �» � � � � ,�� ° �� a �,.X a� �..y �µ� ,� � AC�ESSORY STRU�TU RAL PLA SCALE: 3/32" =1' - 0° � ��:�;� j�l�'p � Y OF ��'Uf��^1l�� AUG 2 G 2016 I Rfl�ll" CEiVTER JACKSON � MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM r � V,I v� � d � W W I— � � � rn � � (� �>= `�t = � �� W �C '`� �— �— W �' � � ., w ooJ _ � f� - � � � o�� U�� ~ WW '>'> � � www ��Z W W W W ~ ~ �� aa � Z z W W � Z Z Z�� Q 0- � H N H � � � � o�aaaW000 Nwutw�,-v�a� ��zzz ~zz v'OOO��v�-iu� �no��» w� p p p w O w w Ga u. u. u. �n c.� � a � r N M Z �� r r T!' !� !� r l"' 1- o� t� :si c c� �- :•i ui C� �' st t� Il! IA (RO h CO 4879 R RED R HI CT � REG . RCICH ATE W HINGTON PROJECT NUMBER: 16005.01 PROJECT MANAGER: GP DRAWN BY: KLM CHECKED BY: GP DETAILS . JACKSON � MAIN ARCHITECTURE O 201 � e � T K I LA l� , a � 1. THE APPROVED PLANS SHALL NOT BE CHANGED OR ALTERED WITHOUT AUTHORIZATION FROM THE BUILDING OFFICIAL. THE APPROVED PLANS SHALL BE KEPT ON THE JOB SITE. 2. CONTRACTOR SHALL VERIFY AND CHECK ALL CONDITIONS AND DIMENSIONS AT THE BUILDING. REPORT ANY INCONSISTENCIES TO THE ARCHITECT. 3. ALL WORK SHALL MEET LOCAL CODES AND ORDINANCES. 4. ALL NAILING SHALL COMPLY WITH NAILING SCHEDULE OF THE IBC. 5. COMPLIANCE CARD TO BE POSTED VERIFYING INSULATION INSTALLED IN WALL, CEILINGS ANDS FLOORS (IF REQUIRED). 6. ALL WOOD COMING IN CONTACT WI CONCRETE. SHALL BE PRESSURE TREATED (DECAY RESISTANT). 7. IF ANY ERRORS, OMISSIONS OR INCONSISTENCIES APPEAR IN THE DRAWINGS, SPECIFICATIONS OR OTHER DOCUMENTS, THE CONTRACTaR SHALL NOTIFY THE OWNER OR ARCHITECT IN WRiTING OF SUCH OMISSIONS, ERRORS, OR INCONSISTENCIES BEFORE PROCEEDING WITH THE WORK, OR ACCEPT FULL RESPONSIBILITY FOR COSTS TO RECTIFY SAME. S. TYPICAL DETAILS OR BUILDING STANDARDS SFtALL APPLY WHERE NO SPECIFIC DETAILS ARE GIVEN. 9. ALL DIMENSIONS ARE MEASURED TO OUTSIDE FACE OF FRAMING 10. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, ELEVATIQNS, SECTIONS AND DETAILS. 11. ALL EQUALS SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION. 12. BIDDER DESIGN WORK SHALL BE APPROVED BY OWNER & ARCHITECT PRIOR TO CONSTRUCTION. TENANT: HEATCON 480 ANDOVER PARK EAST TUKWILA, WA 98188 BUILDING OWNER: 480 ANDOVER PARK EAST LLC 10840 NE 4TH ST. SUITE 1500 BELLEVUE, WA 98004 1/I CI N�ITY �AP ARCHITECT: JACKSON � MAIN ARCHITECTURE 311 FIRSTAVENUES. SEATTLE, WA 98104 206.324.4800 CONTRACTOR: JOHNSON TENANT IMPROVEMENT, INC 19613 81ST AVE. S. SUITE H KENT, WA 98032 425.486.2442 � PROJE�T SCOPE TENANT IMPROVEMENT TO INSTALL NEW WALLS AND DOORS TO ENCLOSE EXISTING WORKIN� AREAS FOR VARIOUS USES WITHIPI THE MANUFACTURING AREA. LE�AL �ESCR1 PTION POR NE 114 OF SE 1!4 BE� SW COR TR S ANDOVER INDUSTRIAL PK # 5 TH S 01-07-28 W 225 Fi TH S 88-12-32 E 297 FT TH N 01-47-28 E 225 FT TO SE COR TR 8 TH N 88-12-32 W ALG S LN TO TPOB LESS UP RR OPER RIW SEPARATE SUB�ITTALS CONTRACTOR TO SUBMIT FOR AND OBTAIN PERMITS FOR ALL SEPARATE WORK INCLUDING: ELECTRICAL PLUMBING MECHANICAL FIRE SPRINKLERS .; a $ � � �i �=n � m� ARCHITECTURAL A-0.1 COVER SHEET A-1.0 OVERALL FLOOR PLAN A-1.1 ENLARGED FLOOR PLAN A-1.2 REFLECTED CEILING PLAN A-1.3 DETAILS S-1.0 STRUCTURAL �ENERAL NOTES S-2.0 STRUCTURAL FLOOR & CEILING PLANS S-3.0 STRUCTURAL SECTIONS S-4.0 STRUCTURAL DETAILS ■ 2 GOVERNING EyERGY CODE: 2 A HINGTON ENERGY CODE COMPONENT PATH BUILQING S�ACE 7YF� HEAT IS "OTHER° (ALL OTHERS INCLUDING HEAT PUMPS AND VARIABLE AIR VOLUME.) ELECTS�IC RESlSTANCE HEATING NOT ALLOWED. REQUIRED INSULATION VALUES FOR CONDITIONED SPACES - NOTE: THE BUILDING IS CURRENTLY CONDITIONED WITH INSULATION ON WALL; BATT INSULATION AT CEILINGS. EXISTING UNIT HEATERS HAVE SHEET METAL DEFLECTORS INSTALLED FOR BETTER AIR CIRC. CLIMATE ZONE 1 ROOF OVER CEILING TILES - EXISTING BUILDING ROC� (NO ATTIC) EXISTING OPAQUE WALLS METAL FRAMING R-13 + R-10 CONT RIGID INSUL. PER 2012 WSEC WOOD FRAMiNG 8� OTHER R-21 OPAQUE DOdRS U - .60 FLOOR OVER UNCONDITIONED SPACE N!A SLAB-ON-GRADE NONE VERTICAL �LAZING EXISTING PROVIDE OCCUPANCY SENSOR AT ALL LOCATIONS WHERE REQUIRED BY WSEC SECTION C405.2. PROVIDE AUTOMATIC CONTROLS TO TURN OFF LIGHTS DURING UNOCCUPIED HOURS AS REQUIRED BY WSEC SECTION C405.2. LIGHTING: ALL AREAS ENCLOSED BY WALLS OR FULL HEIGHT PARTITIONS SHALL REQUIRED AT LEAST ONE MANUAL CONTROL FOR LIGHTING. EACH AREA REQUIRED TO HAVE MANUAL CONTROLS SHALL ALSO HAVE A CONTROL TO REDUCE LIGHTING BY 50% IN A REASONABLE UNIFORM ILLUMINATION PATTERN. OR PROVIDE AN OCCUPANCY SENSOR DEVICE. OCCUPANCY SENSOR ARE REQUIRED IN: TRAINING ROOMS, CLASSROOMS, BREAK ROOMS, CONFERENCE ROOMS, PRIVATE OFFICES, RESTROOMS, JANITOR ROOMS, STORAGE ROOMS, WAREHOUSES, AND ANY ROOM 300 SQUARE FEET OR LESS ENCLOSED BY FULL HEIGHT WALLS. THE SENSORS SHALL TURN OFF THE LIGHT WITHIN 30 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE. SITE � BIJILDING INFOo TAXPAYER- TAX PARCEL NUMBER - PROJECT ADDRESS - GOVERNING BUILDING CODE - GOVERNING ZONING CODE - SITE STATISTICS ZONE- SITE AREA - ALLOWABLE LOT COVERAGE - REQUIRED BUILDING SETBACKS- FRONT- SIDE (INTERIOR) - SIDE (STREET) - REAR - ALLOWABLE FAR - ACTUAL FAR - BUILDING STATISTICS ALLOWABLE HEIGHT - ACTUAL HEIGHT - CONSTRUCTION TYPE - EXISTING OCCUPANCY TYPE - 480 ANDOVER PARK EAST LLC 10900 NE 4TH ST SUITE 1500 BELLEVUE, WA 98004 262304-9093 480 ANDOVER PARK EAST TUKWILA, WA 98188 �� ASH GTO STATE AMENDMENTS TUKWILAZONING CODE EXISTING; TUGWP EXISTING; 60,750 LAND SF EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING NO CHANGE V-B SPRINKLED S-1, F-1(EXISTING) BUILDIN� AREAS OVERALL BUILDING AREAS: INTERNATIONAL BUILDING CODE EXTERIOR FOOTPRINT FULL BUILDING 39,079 SF TENANT AREA THIS PERMIT - 31,194 SF MANUFACTURING - 31,194 SF OFFICE (NOT IN SCOPE) - 7,885 SF r�c��•1��,�r•r:i:� e OC�U PANT LOADS PER TABLE 1004.12 OF THE INTERNATIONAL BUILDING CODE FIRST FLOOR TENANT SPACE 1. FACTORY (F-1) 31,194 SF @ 1�0 SF / OCCUPANT OCCUPANT LOAD = 312 2. OFFICE 7,885 SF @ 100 SF 1 OCCUPANT OCCUPANT LOAD = 79 TOTAL OCCUPANT LOAD = 391 TOTAL EXITS REQUIRED = 2 TOTAL EXITS PROVIDED = 6 PARKI N G CALCS PER TUKWILA MUNICIPAL CODE EXISTING PARKING STALLS: 40 STANDARD STALLS EXISTING TENANT AREA: 39,079 SF MANUFACTURING = 31,194 SF PARKING REQ = AREAI1000 = 32 STALLS OFFICE = 7,885 SF PARKING REQ = AREAl3 FOR 1,000 SF = 24 STALLS PROPOSED PARKING STALLS: NO CHANGE TOTAL REQUIRED PARKING STALLS = 56 STALLS PARKING STALLS PROVIDED: 36 STANDARD STALLS � ' � ' � . PER TABLE 2902.1I2902.2 OF THE INTERNATIONAL BUILDING CODE OFFICE (B) - 7,885 SF I 100 SF PER OCC. 79 OCC. SUBTOTAL 1 FIXTURE 125 OCC. 3.16 FACTORY {F-1) - 31,194 SF I 100 SF PER OCC. 312 OCC. SUBTOTAL 1 FIXTURE 1100 QCC. 3.12 TOTAL FIXTURES REQUIRED - FIXTURES (PROVIDED) - 6.28(3.14F/3.14M) MEN: 3 TOILETS (4 URINALS) WOMEN: 6 TOILETS TOTAL:13 ��C}C��IER P�F��{ E�ST LEGEN� ________________= WALL, DOORS & WINDOWS TO BE REMOVED, PATCH OR REPAIR TO PREPARE FOR NEW FINISH/ INSTALLATION. EXISTING WALLS TO REMAIN NEW 3�2" 20 GA MTL STUD WALL @ 24" OC W/ %" TYPE "X" GWB EACH SIDE. PAINT PER BUILDING STANDARD. SOUND BATTS AS INDICATED ON PLAN. WALL HEIGHT INDICATED PER FRAMING PLAN 8� DETAtLS. NEW 6° 20 GA MTL STUD WALL @ 24" OC W/ %" TYPF "X" GWB EACH SIDE. PAINT PER BUILDING STANDARD. SOUND BATTS AS INDICATED ON PLAN. WALL HEIGHT INDICATED PER FRAMING PLAN & DETAILS. NEW 6" 20 GA MTL STUD WALL TO ROOF AFF @ 24" OC W/ %" TYPE "X" GWB EACH SIDE, INSULATED PER DETAILS. FIRE TAPE ONLY, WH SIDE. FINISH PER BUILDING STANDARD. NEW 6" 20 GA MTL STUD WALL FURRING T014'-0" AFF @ 24" OC Wl %" TYPE "X" GWB ONE SIDE, INSULATED PER DETAILS. FINISH PER BUILDING STANDARD. WALL HEIGHT T014'-0". NEW PANEL WALL SYSTEM FOR FREEZER ROOM. INSTALL PER MANUFACTURER. KEY: � EXISTING DOOR TO REMAIN. � NEW DOOR PER SCHEDULE. SYi�BOLS X DETAIL XX.X �" ___ _ GRIDLINES-COLUMN �x ROOMNAME ROOM NAME AND NUMBER 101 � REVISION TAG O DOOR TAG [ 7 � ''- � REVISIONS No changes sha41 be made to the scopP � of ��orEc �ti�ithout prior approval of j Tu�:��ila Bu+iding Div�s�on. . i�pT�: Rsvis;ons tivi11 rcquire a ne�.^� p'.?n s��mittai A' I \ n r /�C _� } and may inc`ude ad�;�►onai p,an re�:..�� f��s. �� SEPt��1�TC P��J11T REQUiR�D FOR: Machanicai El�ctrica! P(umbing Gas Pip3ng Cit�,r of Tukwii� , �_�� '•' ; DIV(SlON � �TE P �� SCALE: 1/32" =1' - 0" ILLUMINATED EXIT SIGN ARROW INDICATES DIRECTION __ ILLUMINATED EXIT SIGN WITH EGRESS PATH LIGHTING WITH BATTERY BACKUP SYSTEM EGRESS PATH LIGHTING ON BATTERY BACKUP SYSTEM REVIEV1tED FOR �+�DE CCl{�PLlANCE . A►PP�QY�D AUG 10 2Q16 � � City f Tu ila BUILDING DIVISION 8 :.. - ��1I� � ��. ,,.,��1.:=�i:�.�c�..� Pl�n �yi�w �� is $ub��c� to err�rs and Qmf�si�n�. �p�ro��t of can�ir��io� d��m�nts dQ�s rtc;� a��i�� the yi�i��ii�n �f a�� dop��d �� r or�in�nca. ��;� ofi appP�=�� 1 �vpy �nd t�n�its��s i� a�knowled��: � Da#e: �, -""*-�---�.�.. City �f �'u�ril� Bt1!lDIf�G DlVISIt� RECEIVED CITY OF TUKWILA - JUL 1 3� �116 _ _ PERMIT CENTER �� z� �ti� `� P' �" � 9 .�,N• F�{2a;a �� j} �� t �� ,�9 �«,�� ;. x � � � �i�q ��.�F � '� � .t��y�'u^" �. �,�� >, � � � � � �„� �.� �� JACKSO N � MAI iV ARCH ITECTU RE 311 FIRSTAVENUESOUTH SEA�LE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM � - I � � ��co W W I— � �/ V r� � � � V J � � 1 � C� n- C� W C� '`� � I—W�' � � � W (� � � _ �o— � � � � Q � V � � � � w w � H w�w �z www W~ �� ha �z w �zzzF..,�o �� o��awo� ��wwwahcn �'��Q v'OOO��u� w°�000wo� c� a u. u. u. cn t» � a- N Z�o��o�o�o�o� T l� T t"' F!� T Q Q1 P. tD O N e�- M G�tet��cqor� 4879 R TERED A TECT RE E CIC TA?E WASHINGTON PROJECT NUMBER: 16005.01 PROJECT MANAGER: GP DRAWN BY: KLM CHECKED BY: GP COVER SHEET . JACKSON I MAIN ARCHITECTURE CO 2016 - LIFE SA�ETY A�D EC�RES� - 1. ALL EXIT DOORS SHALL BE OPERABLE FROM INSIDE THE BUILDING WITHOUT KEYS OR SPECIAL KNOWLEDGE. 2. FIRE EXTINGUISHERS SHALL BE PROVIDED PER NFPA #10, OR REQUIREMENTS OF LOCAL FIRE OFFICIALS. 3. THE MEANS OF EGRESS INCLUDING THE EXIST DISCHARGE SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING IS OCCUPIED PER IBC 1006.1 ELECTRICAL DESIGN BUILD CONTRACTOR SHALL COMPLY AND SHALL SUBMIT A DEFERRED SUBMITTAL MEETING ALL REQUIREMENTS. 4. MANUALLY OPERATED FLUSH BOLTS ARE NOT PERMITTED AND NO MORE THAN ONE OPERATION FOR THE UNLATCHING IS ALLOWED. 5. FOR EMERGENCY LI�HTING: 5.1. THE ILLUMINATION LEVEL SHALL BE AT 1 FC Ai THE WALKIN� SURFACE. 5.2. POWER SUPPLY BY BY PREMISES POWER SUPPLY. 5.3. IN THE EVENT OF POWER FAILURE EMERGENCY LIGHTING SHALL BE PROVIDED FOR NO LESS THAN 90 MIN. ATAISLES, CORRIDORS, EXIT DISCHARGE ELEMENTS, AND EXTERIOR LANDINGS. 3'-OY,ss° CLR EXITS AND EXIT ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT SIGN READiLY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. -EXIT SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS - EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES SHALL BE INSTALLED 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISHED FLOOR. - EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. NOTES: 1. MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOTCANDLE (11 LUX) AT THE WALKING SURFACE 2. MINIMUM REQUIREMENTS FOR ALL EXISTING AND NEW EXIT DOORS. �� E�RES� LfFE S�FETY L,: \ � 1 /4"=1'-0" 1 2 3 4 5 6 7 8 9 � I I I I I I I I I I I I I I I � � � � � � � � � �� i i i i i �i i I I I I EQUIP. 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I I I I I I � OR PLA ��=1'-0" �,� JACKSON � MAIN ARCHITECTURE 311 FIRSTAVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM � � � � � '� O WWI— � � � i ��z Q �-<C= � c� �- c� W � '� �-' i-w� � ,� .. W p C� J _ ��- � � � � � � U�� W w � � www �z '» > � � �� a G �Z p Z Q d � � ZF��Zo �yuaiwwa�cn °'�s3s��0 U'OOO��cn tnO��t-�> W� O O O� O w o a u. u. u. cr� c� tr � e- N Z �O �O �D c0 (O �O �D t"' !� r T !� !� t"' Q!' N t0 OT `" � T' G et st � N u� cQ0 t� 4s�s REGISTERED ECT . ERCICH ATE ASHINGTON PROJECT NUMBER: 16005.01 PROJECT MANAGER: GP DRAWN BY: KLM CHECKED BY: GP OVERALL BUILDING PLAN ■ JACKSON � MAIN ARCHITECTURE O 2016 2 4 'v ROUNDED CONC. CAP NOTE: PAINT EXPOSED PQRTION OF STEEL P{RE W/ (2) COATS S.G. YELLOW 8" DIA. STL. PIPE COL FILLED W/ CONC. Y" STEEL PLATE 12" X 12" W/ %" 0 AN�HOR BOLTS W/ 6° EMBEDDED . a� � . .� � . � � a ° a � � a a � . . a . . � � a � . .. � � . -I I I—I I I—I I I-� I I—I I- I I—I I I—I I I— —I I I—I I I-- I I--I I I—I I �-I I—I I I—I I I-I I(—I I- I I— I—I I � I I— I I I-- I I-- I I I—) ( I ; � I I I—I I �=I I �—I I I- I I—I � I—I i I I I = I I I= -I I I—I I I ��,I I 1= I 1=1 I 1=1 I 1- -III,;,III; .11�= BC�LL�RD � 1/2"=1'-0" Y W �� U �� ,o °d ~ t9 w J DEFL TRACI SECTION A-A SCREW ATi'ACHMENT TOP TRACK STUD DEFLECTION TRACK ASSEMBLY DOUBLE DEFLECTION TRACK a E F L E�T I O T RAC K�►S 51�. \ � 3n-��"�� DEFLECTION TRACK ASSEMBLY PER DETAIL: CFMS HEAD WALL: 600S162-033 STUDS @ 24"oc 600T150-033 SCREWED TO BOXED BEAM AS SHOWN w/ #10x1" SCREWS @ 16"ac BOXED HEADER: (2)1200S162-054 STUDS FULL WIDTH OF OPENING & 600T150-043 TOP AND BOTTOM w/ #10x1" SCREWS TRACKS TO STUDS @ 16"oc FROM EACH SIDE I, � � � � �a i. INFILI HEADER TF HEADER MEMBERS ANGLE 2x2x16GAx4' � CRIPPLE STUD TRACK PIECE JAMB "'� � BASE TRACK BOXED HEADER BACK TO BACK JAMB BO�E� HE�DER 3n—��n �Separate Mechanical Permit shall be required for: Coolers, freezers, walk-in coolers and freezers, i.e. assembled and hardwired. �Setf-contained "pluqin" coolers or freezers (appliance tvpe) shall not require a mechanical permit. I ■ ---------- � � � _ RECEIVED " CITY O� TUKWILA � = � ;: . Q, JUL � ��'Di6 F'ERNfI�� C�iJT�R E L R ED FL IV � �O� �� SCALE: 3132" =1' - 0° � Y JACKSON � MAIN ARCHITECTURE OO 2016 � ENTIRE A.C.T. CEILING SYSTEM �� C E� L I� CCa D ET� I L S CTIONS 808.1 �&L1613ER I.B.C. ! [.,: 1 � �"'J ! ��4��'�n EXIST. RQOF BM OR PURLIN TO REMAIN. IF WALL DOES NOT ALIGN, PROVIDE BLOCKING BETWEEN PERLINS TO ATTACH T0. 20 GA 3' DEEP CONT. HEAD TRACK ATTACHED WI (3) # 8 SCREWS @ 24' OC. HOLD TOP OF STUDS 1" FROM TRACK FOR DEFLECTION. 8" 20 GA. MTL. STUDS @ 24" OC Wl ONE (1) LAYER OF 5/8' GWB EA SIDE. PAIN� SMOOTH FIN(SH WI INSUL. AS REQ. BY � OWNER OR TENANT. XDNI POWER DRIVEN HILTI F OC EMBED 1-1/2' EXIST. CaNC FLOOR TO REN FULL HEI�HT ALL � I � i. �� OF STRUCTURE 18 TT (1" MIN.) �AUGE DEEP TRACK T012' A.F.F. PROVIDE BRACING AT TOP OF WALL AS REQUIRED OR SECURE WALL TO STRUCTURE ABOVE MTL STUD WALL W. GWB PTD Wl SOUND BATTS AS REQ. GWB CLG TAPED 8� SANDED WI PTD FIN. TO MATCN WALLS ON6' MTL CEILING JOISTS @ 24° OC SEE PLAN FOR CLG HEIGHT e NEW HEAD WALL AT 11'-10" AFF TO SUPPORT RELOCATED EXISTING CURTAIN A1.3 - � --- � I EXISTIN��SKYLI � � � I I � � � � 4 I I � � � � NEW SUSP CEILING AT 1; i AFF. 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CONTRACTOR I I SHALL COORDINATE NAL FAN COUNT AND I I INSTALL WITH TENAN ,. ----- ------------------------�-------------------�t-------------------�----- I I I I I i I I I I I I I I I � � � � � � I I I I ----- --------------------------C--------------------C-------- --- -------J------ I � � I I I I I I � � � I i I I I I I I I I I I ----- --------------------------t--------------------F--------------------�----- I I I � � � I � I I I 1 � � � i i i � � � � � � � I I � � � EXPOSED TO STf�UCT. EXISTING LIGHTIt�G TO REfu1AIN. � � --------- �--- 1� � ,1.2 � � i WALL OPENIP TO CEILING. 6 .f•*• i ��` � � � SURFACE MOUNTED �...::>.; •� 2x4 LIGHT 16 •••• < 16' �12 '. AL '• : i.: .`.� �VB CEILING AT 12'-0" AFF TAPED AND SANDED. � ----- ----------- � -------------- I � I a ------t----------------------1----------------------1----------------------t----- I I I I � I I I I I I I ___ i i i ■I I I � � � o � � � ° ---- --- --------------- -------------------- ------------------- I � � � � � � � I I � � • i � � � 0 N 0 00 N ;�• A� �„, �� '� '� , � � z � . . �� ; � ` . / , • '� ' � � : � � ,� \, ' 1 a �.` ;G�' r'''" ', ` � � �� > 0 a N 0 N 0 0 N 0 o� N 0 0 N 0 0 N 0 0 N � JACKSON � MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEA�LE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM Gl � www �Z www W~ F W�� w �"zzz V1EN1E� 1ANC'� � z z z °� o GQDE C4�P � � � � � u"i � �1��('�V'�i� p N w w w W° O AUG �10 201fi a��o ��000°�v-, � 0 � � � � � � ' wt��u,ciw 0� �u�`a o a ti u. u. u� c.� � lD NG diVIS10 z r N �� r e- a- e- e- e- r F- Q1 t� �O O N r�1 o��ti -- D I I R�ED CITY OF TUKWILA ,iUL 1 '� �"1c 16 PERMI��i' (;ENTER �� ` + �- � � *a � �'n � �, � 4879 REG TERED CHI T �G EGG RCICH S TE OF SHINGTON PROJECT NUMBER: 16005.01 PROJECT MANAGER: GP DRAWN BY: KLM CHECKED BY: GP REFLECTED CEILING PLAN � JACKSON � MAIN ARCHITECTURE O 2016 G1 �� '� �� 1 3"=�'-Q" JAMB SIMILAR 0 w a cvi� JND BATTS AS REQ. G.W.B. (PAlNTED) BOTH SIDES :R MTL STUDS (SIZED PER �N) WI SOl1ND BATfS WHERE ICATED ON PLAN. '. MTL WINDOW FRAME PER �NDARDS, WRAP AROUND I.B. SING BEAD �PERED GLASS RELITE, t FINISH STANDARDS l.B. BOTH SIDES OVER MTL �(SIZE PER PLAN) @ 2'-0" O.C. iOUND BATTS AS REQ. Y" FRAME PER STANDARDS SILENCERS. PER FINISH ARDS. # DOOR JAMB SIMILAR � ' ��!' , r � � : ��"i� 3»=1'-0» � � � 3"=1'-0° L DET _ TOP OF WALL _ � PER PLAN L FRAMING PER PLAN TO SUPPORT . CLG. 'INUOUS METAL EDGE BEAD L STUD WALL WI %° TYPE X G.W.B. "ED SMOOTH FINISH W/ SOUND BATTS :Q ACT WITH 2'x4' LAY IN PANELS _ CEILNG HEIGHT _ � PER RCP 2 CLIP PER ARMSTRONG SEISMIC R ARCHITECT APPROVED EQUAL :E A.C.T. CEILING SYSTEM SHALL STALLED PER I.B.C. SECTIONS 808.1 3.1 NOTE: � I L OR SOUND ATTS ABOVE E I�ATE ' GWB OVER MTL STUDS (SIZE PER PLAN) NT PER BLDG. STANDARDS. SOUND BATT REQ. 'CH 8� REPAIR AS REQ'D. TO ;EIVE NEW FINISH. VI POWER DRIVEN HILTI iTENER 24° OC EMBED 1-112' A�.L �AS E C� �. H . 3"=1'-0" QOOR �CHEDUL� N0. DOOR FRAME HARDWARE WIDTH HEIGHT TYP THK FIRE MATERIAL H�� B MATERIAL FINISH LOCK CLOS THRS PANIC DTL DTL 1 3'-0' 7'-0" 1-314" HMTL 6(A1.3 61A1.3 H.M. PAINTED 2 PAIR 3'-0" 7'-0" 1-3f4" HMTL 6/A1.3 fi1A1.3 H.M. PAINTED 3 U� /1� Z/'oe 4 3'-0' 7'-0" E ROO FI�ISH SCHEDULE N0. ROOM NAME BASE FLOORS WALLS CEILINGS ao; ao; oa ao; oo� 00� ao� - ao� o�i _ 01' 01: OVEN ROOM ASSEMBLY tr1 � � z U � Z � o W z � � � cn � W U J z O w a � z � a u. c� z � � Q C� u� �� ` ��_ �■�■�_ ■■■■■_ ■■■■■_ 2 : ►�::. . NEW STRIP CURTAINS NEW STRIP CURTAINS EXISTING TO REMAIN REMARKS ;EMOVE EXISTING FLOORING AS REQUIRED & PREP FOR NEW FINISHES 'ECIFICATIONS. COLORS PER TENANT SELECTION FINISHES AT NEW WALLS ONLY, CONFIRM WITH TENANT. FINISHES AT NEW WALLS ONLY, CONFIRM WITH TENANT. BRACE WALLS TO UNDERSIDE OF SECONDARY STRUCTURE TYP. METAL STUDS @ 2'-0° O.C., PER PLAN NOTE: ENTIRE A.C.T. CEILING SYSTEM SHALL BE INSTALLED PER I.B.C.SECTIONS 808.18� 1613.1 T�P. BR�CIN� DETAIL 3"-�'-0» %' G.W.B. BOTH SIDES OVER 6" MTL STUDS FROM BOX BEAM TO ROOF FRAMING. SEE DETAIL 11/A1.1. NEW HEADER BOX BEAM TOP OF OPENING PER DOOR SCHEDULE RELOCATE EXISTIN� CURTAIN GURT�IN HE�DE� , 5' IMP WALL PAId�L PER STRUCTURAL ENGINEER. 1Yz' DIA STEEL PIPE HANDRAIL AND �GUARDRAIL, PRIMEDAND PAINTED. 1'-2' � 1'-6" � � . � . ,� a � . � N o� � Q .. � a. '< . .e � a .a � a. <. a .. a <. . , ti 14' CONCRETE SLAB. 1�2"=1�-0" - POURED CQNC. STAIR, PROVIDE #14 BARS @30" O.C. FOR STAIRS 8� #4 BAR @ TOE OF EACH TREAD 8� 6x6-W2.9 x W2.9 W.W.M. IN LANDING. - DOWEL INTO SLAB WITH (4) 5' #4 BARS WITH 2.5' EtABED. , � ALL DETA 3"=1'-0° _ TOP OF FRAMING� PER PLAN 3ECONDARY FRAMING FOR CLG. GRID 3UPPORT. W/ BLOCKING AT EA. END AND =VERY OTHER SPAN ABOVE WALLS VOTE: _NTIRE A.C.T. CEILING SYSTEM SHALL 3E INSTALLED PER I.B.C. 2012 SECTIONS 608.18� 1613.1 SUSP. ACT W/2'x4' LAY IN PANELS, SEE ?LAN FOR LAYOUT AND HEIGHT. CEILING HEIGHT - PER RCP - � 2" EDGE MOLDING TYP TO MATCH SUSP �LG SYSTEM. NETAL STUD WALL PER SCHED W/ GWB 'AINTED SMOOTH FINISH WI SOUND BATTS . AS REQ. PER PLAN. ' � NOTE: CONTRACTOR TO PROVIDE ALTERNATE FOR SOUND BATTS ABOVE CEILING GWB OVER MTL STUDS PAINT PER BLDG ND BATT AS REQUIRED I POWER DRIVEN HILTI fENER 24" OC EMBED 1-1/2" :.H 8� REPAIR AS REQ'D. TO EIVE CARPET �� i � : � : ,� v / 3"=1'-0" TOP OF GWB 14-0" METAL JOIST FRAMING PER CEILING FRMG PLAN @ 4'-0" O.C. , UNO. METAL STRAPPING @ 4'-0" O.C. TYP. TOP & BOT. PROVIDE SOLID BLOCKING AT EA END PER CLG FRMG PLAN INSUL TO BE HELD IN PLACE WITH WIRE STRUNG UNDER NEW JOISTS AT 12" OC. PERPENDICULAR PRIOR TO INSTALLING FSK PAPER. TYP. *CONTRACTOR TO PROVIDE ALTERNATE FOR SOUND BATTS ABOVE CEILING `—METAL STRAPPING � FSK PAPER VAPI @ 4'0" O.C. FLAME SPREAD T.B. 4" MIN �'P. BOTTOM SEE NOTE ABOVE SUSP ACT WITH 2'x4' LAY IN PANELS SEE A1.2 FOR HEIGHT _ _ �CEILING HGT PER PLAN �— 2° EDGE MOLDING TYP TO MATCH SUSP CLG SYSTEM. MTL STUD WALL (SIZE PER PLAN) W! R-19 BATT ISUL. 8� 5/8" TYPE "X" �WB EA SIDE. OR EXISTING WALL AS SHOWN ON PLAN. NOTES: 1. WSEC C402.2.1 ROOF ASSEMBLIES SECONDARY STRUCTURE METAL FRAMING SEE A0.1 2. ENTIRE A.C.T. CEILING SYSTEM SHALL BE INSTALLED PER I.B.C. BECTIONS 808.1 & 1613.1 JACKSO N � MAI N ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM � � v J vJ �Qo W W f— � � V � ��z Q �— <C = � �� W�`� �-'- �.-- �u � � / � W (�C�� Z � � � �, �� ECCJRIDARY CEIL. DETAIL Q � � 1-1/2"=1'-0" � � � �� j� � �� . . . -. .- . -. .- . -�- . -. .- . -. - F---1- —t— - t—I - - t—I - � - t—�i - —t— - - � - � - • • • • • • 2" M�TAL STRAPPING, BO�Ji TOP • • • . . - � - � - � - - � AND BOT OFj JOIST�@ 4'-df 0 . _ _ � _ � I I I I �I I Illllllillllll - I—� - —I— - I—I - - I—I - —�- - � - —�-- - - —I— - I � V__�__� � _ I�a _ _,t�J _ ___L— _ �I _ �— _ _ —��_ � PROVIDE STR�CTURAL FRAMING TO SUPPORT TH SUSPENQED CEILING� i Y' ^ �# 3 %an�, � � _ N F- •o _ I co � �M Q �Io�_ Y_�U��. 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B, . u � r �� r� � , � �� . . � , � '�,�� r _ ; G ,� RECEIVED CITY OF TUKWILA JUL 1 �� .�tI16 PERMIT CENTER . 7 . (� -( (a REVISION DATE U Z � � N N z � O C� ~ N o Z � �0 U w W a� Z ZNu:� _ ��,� � � QQ�a��i z �3N� O xu;�Q U NJ � °oQ�o c°v cn N W , , � Nc�� I.LI � � V� � �. GL � � °O �� :N �� O� �;� C''�°' oa � o � � � � � � � Q � C.) ,_,., o � � � � u� � � z � � � z � O� E--+ w � W w � � JOB No. 16101 DWN BY� PSM CNKD BY= PSM DATE= 07-05-2016 SNEET No. 0 0 � � E � Q � �- � � � 0 �o � �o 0 I I� ' rn 3 v O ri N I 0 co >, J m � � 12 x � ° HWH MARK SPACING SW6 6° �C SW12 12" OC SW24 24" OC # 12 x �" HWH � SPACING PER TABLE IMP WALL PANEL PER PLAN �� WALL PANEL INSTALLATION DIRECTION-- TYPIGAL WAL� PA� NTS IMP PANEL PER PLAN , . > �' 3 SIDES 3/16 ��n ��n y�" BASE PL W/ (2) Y2"� POWER-STUD+SD2 �y° �� (4" EMBED) 0"-1" GROUT AT CONTR OPTION HSS PER PLAN DETAIL SCALE� I I /2" = I ' -0' C12 x 20.7 x 1'-6" W/ (2) AND (1)3FABOLOKn ASTENER TO EXIST IMP AT EA END IMP CEILING PANELS IMP PANEL SCALE� I 1 /2' = I ' -0' Y 3. � r �' TYPICAL GEILIi�� P NTS 1 y" �„ DETAIL SCALE= I I /2' = I ' -0' �UPPORT CQIL W/ Y"0 THREADED ROD AND PL WASHER W/ NUT � I I � — ---- -- ----1-1---------- F I I � I I � � , �, ,� �' I I; �.< I�. �II � I I ,�. � � II I I :I I . 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I • • �, �, . ., L 7x3x26GA W/ — —�BOT OF CEILING �8 x 1" PPH MP PER SECTION AT 12"OC EA.LEG CEfLiNG PER PLAN IMP WALL PE 3x3x26GA W/ PLAN #10 x 1" HWH AT 12"OC EA.LEG � • �k;,• � • SCALE� I I /2' = I ' -0' � � �� I` �:, �� CAP PL W/ o (2) Y2" THRU BOLTS � AND NUTS TO C12 � 3/16 �/ S�ECTIC�1 Y ' WALL PANEL R PLAN z � DETAIL NTS C12 x 20.7 x 1'-6" W/ (2) PL Ya x 6 x 0'-8" FOR HSS AND (1) FAB-LOK FASTENER TO EXIST IMP AT EA END (2) Y"� THRU BOLTS & NUTS TO C12 SCALE � I I/2' = I'- 0' Z IMP CEILING PANELS PER PLAN 4. >. � o a e e � e e e e ' " ��I CAP PL TO COL � WF PER PLAN — COL PER PLAN �" PL PREDRILL FOR #12 SCREWS QETAlL SCALE� I I /2' = I ' -0' 1" 1° TYP ATTACH COL CAP TO IMP PANELS W/ (8) #12 x 1° HWH SCREWS EA SIDE (16 TOTAL) 1" 5" IMP WALL SIMPSON S/LTT20 HOLDOWN PER PLAN W/ (8) #10 x /" HWH AND Y'�� THREADED ROD SEf IN CONC W/ POWERS PURE 110+ EPDXY (�" EMBED) BOLTED HSS SPLICE WITH 1Y„ EDGE DISTANCE 3/16 � � — � --- �� EXIST IMP CEILING PANELS WF PER PLAN � � �2� „�_ T..�.. ..... _.. AT sEc-riaN X �� , I O I� �I O I� �I O 'i il O BEAM PER PLAN ON ONE OR BOTH SIDES 3/� s SECTION � �F � � � � � j� � SHEAR PL %° W/ (2) %"� A325 BOLTS _ � .� . �� , _ �-. ,.,: � � �. �j � �� . Q�O�` � �. d�� t� t� `�� '�'�� 16 � � 1� �,0 P� o��`��`�S�p� • G� `��0 P�U� Pa RECFIVED CITY OF TUKWILA JUL 1 '3� �16 PEHivIiT CENTER . 7 .(,. -j �' REVISION DATE � Z � N Z �0 � (� � c�v o Z � �0 U W � p L U' W�N N Z ZNu: � � ;�� QQ� � Z ��N� O x w ,� N U N J ,� �- � °oQ° cn N W .. � N t/� a. t� L.L� � .��. �� Gi..� �� cC ^ �N �a � � � 3 � � � Q �'L" l� �t �'--�' . Q� � o� ¢� C,.� —„ o F � � � z � �-- Z � � z � O Ey Q � = w � � JOB No. 16101 DWN BY� PSM CNKD BY � PSM DATES 07-05-2016 SNEET No. e a a GENERAL N�TES 1. THE APPROVED PLANS SHALL NOT BE CHANGED OR ALTERED WITHOUT AUTHORIZATION FROM THE BUILDING OFFICIAL. THE APPROVED PLANS ARE REQUIRED TO 8E ON THE JOB SITE. 2. CONTRACTOR SHALL VERIFY AND CHECK ALL CONDITIONS AND DIMENSIONS AT THE BUILDING. REPORT ANY INCONSISTENCIES TO THE ARCHITECT. 3. ALL WORK SHALL MEET LOCAL CODES AND ORDINANCES. 4. ALL NAILING SHALL COMPLY WITH NAILING SCHEDULE OF THE IBC. 5. COMPLIANCE CARD TO BE POSTED VERIFYING INSULATION INSTALLED IN WALL, CEILINGS ANDS FLOORS (IF REQUIRED). 6. ALL WOOD COMING IN CONTACT Wl CONCRETE. SHALL BE PRESSURE TREATED (DECAY RESISTANT). 7. IF ANY ERRORS, OMISSIONS OR INCONSISTENCIES APPEAR IN THE DRAWINGS, SPECIFICATIONS OR OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE OWNER OR ARCHITECT IN WRITING OF SUCH OMISSIONS, ERRORS, OR IfVCONSISTENCIES BEFORE PROCEEDING WITH THE WORK, OR ACCEPT FULL RESPONSIBILITY FOR COSTS TO RECTIFY SAME. 8. TYPICAL DETAILS OR BUILDING STANDARDS SHALL APPLY WHERE NO SPECIFIC DETAILS ARE GIVEN. 9. ALL DIMENSIONS ARE MEASURED TO OUTSIDE FACE OF FRAMING 10. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, ELEVATIONS, SECTIONS AND DETAILS. 11. ALL EXIT DOORS TO BE OPERABLE FROM INSIDE THE BUILDING WITHOUT KEYS OR SPECIAL KNOWLEDGE. 12. FIRE EXTINGUISHERS SHALL BE PROVIDED PER NFPA #10, OR REQUIREMENTS OF LOCAL FIRE OFFICIALS. 13. ALL EQUALS TO BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION. 14. BIDDER DESIGN WORK TO BE APPROVED BY OWNER 8� ARCHITECT PRIOR TO CONSTRUCTION. 15. THE MEANS OF EGRESS INCLUDING THE EXIST DISCHARGE SHALL BE ILLUM{NATED AT ALL TIMES THE '� BUILDING IS OCCUPIED PER !BC 1006.1 ELECTRICAL DESIGN BUILD CONTRACTOR SHALL COMPLY AND SHALL SUBMIT A DEFERRED SUBMITTAL MEETING ALL REQUIREMENTS. . Y T S S �� R E F E U LATCHI G IS ALLOWED. � 17. FOR EMERGENCY LIGHTING: 17.1. THE ILLUMINATION LEVEL SHALL BE AT 1 FC AT THE WALKING SURFACE. 17.2. POWER SUPPLY BY BY PREMISES POWER SUPPLY. \ 17.3. IN THE EVENT OF POWER FAILURE EMERGENCY LI�HTING SHALL BE PROVIDED FOR NO LESS THAN j 90 MIN. AT AISLES, CORRIDORS, EXIT DISCHARGE ELEMENTS, AND EXTERIOR LANDINGS. 0 E � ;�: a■! �; a .� TENANT: ARCHITECT: HEATCON JACKSON � MAIN ARCHITECTURE 480 ANDOVER PARK EAST 311 FIRST AVENUE S. TUKWILA, WA 98188 SEATTLE, WA 98104 206.324.4800 BUILDING OWNER: 480 ANDOVER PARK EAST LLC 10900 NE 4TH ST. SUITE 1500 BELLEVUE, WA 98004 �II�INITY ��P CONTRACTOR: JOHNSON TENANT IMPROVEMENT, INC 19613 81 ST AVE. S. SUITE H KENT, WA 98032 425.486.2442 PROJ�CT S�OPE TENANT IMPROVEMENT TO INSTALL NEW WALLS AND DOORS TO ENCLOSE EXISTING WORKING AREAS FOR VARIOUS USES WITHIN THE MANUFACTURING AREA. LEGAL DESCRI PTION POR NE 1/4 OF SE 9i4 BEG SW COR TR 8 ANDOVER INDUSTRIAL PK # 5 TH S 01-47-28 W 225 Ff TH S 88-12-32 E 297 FT TH N 01-07-28 C 225 FT TO SE COR TR 8 TH N 88-12-32 W ALG S LN TO TPOB LESS UP RR OPER RIW SEP�:RATE SUB ITTALS CONTRACTOR TO SUBMIT FOR AND OBTA�N PERMITS FOR ALL SEPARATE WORK INCLUDING: ELECTRICAL PLUMBING MECHANICAL FIRE SPRINKLERS � � �' . � , �� ,� �I1/ ARCHITECTURAL A-0.1 COVER SHEET A-1.0 OVERALL FLOOR PLAN A-1.1 ENLARGED FLOOR PLAN A-1.2 REFLECTED CEILING PLAN A-1.3 DETAILS ENER�Y C�?DE REQ. GOVERNING ENERGY CODE: 2012 WASHINGTON ENERGY CODE COMPONENT PATH BUILDING SPACE TYPE HEAT IS "OTHER" (ALL OTHERS INCLUDING HEAT PUMPS AND VARIABLE AIR'J�LUME.) ELECTRIC RESISTANCE HEATING NOT ALLOWED. REQUIRED INSULATION VALUES FOR CONDITIONED SPACES - NOTE: THE BUILDlNG IS CURRENTLY CONDITIONED WITH INSULATION ON WALL; BATT INSULATION AT CEILINGS. EXISTING UNIT HEATERS HAVE SHEET METAL DEFLECTORS INSTALLED FOR BETTER AIR CIRC. CLIMATE ZONE 1 ROOF OVER CEILING TILES - EXISTING BUILDING ROOF (NO ATTIC) EXISTIN� OPAQUE WALLS METAL FRAMING R-21 W R8 CONT RIGID INSUL. WOOD FRAMING & OTHER R-21 OPAQUE DOORS U - .60 FLOOR OVER UNCONDITIONED SPACE NIA SLAB-ON-GRADE NONE VERTICAL GLAZING EXISTING PROVIDE OCCUPANCY SENSOR AT ALL LOCATIONS WHERE REQUIRED 8Y WSEC SECTION C405.2. PROVIDE AUTOMATIC CONTROLS TO TURN OFF LIGHTS DURING UNOCCUPIED HOURS AS REQUIRED BY WSEC SECTION C405.2. LIGHTING: ALL AREAS ENCLOSED BY WALLS OR FULL HEIGHT PARTITIONS REQUIRED AT LEAST ONE MANUAL CONTROL FOR LIGHTING. EACH AREA REQUIRED TO HAVE MANUAL CONTROLS SHALL ALSO HAVE A CONTROL TO REDUCE LIGHTING BY 50% IN A REASQNABLE UNIFORM ILLUMINATION PATTERN. OR PROVIDE AN OCCUPANCY SENSOR DEVICE. OCCUPANCY SENSOR ARE REQUIRED IN: TRAINING ROOMS, CLASSROOMS, BREAK ROOMS, CONFERENCE ROOMS, PRIVATE OFFICES, RESTROOMS, JANITOR ROOMS, STORAGE ROOMS, WAREHOUSES, AND ANY ROOM 300 SQUARE FEET OR LESS ENCLOSED BY FULL HEIGHT WALLS. THE SENSORS SHALL TURN OFF THE LIGHT WITHIN 30 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE. SlTE � BUILDING INFC�. TAXPAYER- TAX PARCEL NUMBER - PROJECT ADDRESS - GOVERNING BUILDING CODE - GOVERNING ZONING CODE - SITE STATISTICS ZONE- SITE AREA - ALLOWABLE LOT COVERAGE - REQUIRED BUILDIN� SETBACKS- FRONT- SIDE (INTERIOR) - SIDE (STREET) - REAR - ALLOWABLE FAR - ACTUAL FAR - BUILDING STATISTICS ALLOWABLE HEIGHT - . ACTUAL HEIGHT - CONSTRUCTION TYPE - EXISTING OCCUPANCY TYPE - 480 ANDOVER PARf< EAST LLC 10900 NE 4TH ST SUITE 1500 BELLEVUE, WA 98004 262304-9093 480 ANDOVER PARIC EAST TUKWILA, WA 9818Ei 2012 INTERNATIONAL BUIL�IN� CODE WI WASHINGTON STATE AM�NDMENTS TUi(WILA ZONING CODE EXISTING; TUC-WP EXISTING; 60,750 LAND SF EXISTING EXISTING EXISTING EXISTIN� EXISTING EXISTIN� EXISTING EXISTING EXISTING NO CHANGE V-B SPRINKLED S-1, F-1(EXISTING) OVERALL BUILDING AREAS: INTERNATIONAL BUILDING CODE EXTERIOR FOOTPRINT FULL BUILDING 39,079 SF TENANT AREA THIS PERMIT - 31,194 SF MANUFACTURING - 31,194 SF OFFICE (NOT IN SCOPE) - 7,885 SF AREA Of e OCCU PANT L�A�S PER TABLE 1004.12 OF THE INTERNATIONAL BUILDING CODE FIRST FLOOR TENANT SPACE 1. FACTORY (F-1) 31,194 SF 2. OFFICE TOTAL OCCUPANT LOAD = 391 TOTAL EXITS REQUIRED = 2 TOTAL EXITS PROVIDED = 6 @ 100 SF I OCCUPANT OCCUPANT LOAD = 312 7,885 SF @ 100 SF 1 OCCUPANT OCCUPANT LOAD = 79 PARKI N G CALCS PER TUKWILA MUNICIPAL CODE EXISTING PARKING STALLS: 40 STANDARD STALLS EXISTING TENANT AREA: 39,079 SF MANUFACTURING = 31,194 SF PARKING REQ = AREA/1000 = 32 STALLS OFFICE = 7,885 SF PARKING REQ = AREAl3 FOR 1,000 SF = 24 STALLS PROPOSED PARKING STALLS: NO CHANGE TOTAL REQU►RED PARKING STALLS = 56 STALLS PARKING STALLS PROVIDED; 36 STANDARD STALLS PLU�BING FIXTI�RES PER TABLE 2902.1/2902.2 OF THE INTERNATIONAL BUILDING CODE OFFICE (B) - 7,885 SF I 100 SF PER OCC. 79 OCC. SUBTOTAL 1 FIXTURE I 25 OCC. 3.16 FACTORY (F-1) - 31,194 SF 1100 SF PER OCC. 312 OCC. SUBTOTAL 1 FIXTURE 1100 OCC. 3.12 TOTAL FIXTURES REQUIRED - FIXTURES (PROVIDED) - 6.28(3.14F/3.14M) MEN: 3 TOILETS (4 URINALS) WOMEN: 6 TOILETS TOTAL:13 �1 �� 3 � � &�� S � 9 a t �5� "a.� � � ��k LECEND ________________= WALL, DOORS & WINDOWS TO BE REMOVED, PATCH OR REPAIR TO PREPARE FOR NEW FINISH/ INSTALLATION. EXISTING WALLS TO REMAIN NEW 3�" 20 GA MTL STUD WALL @ 24° OC W/ %" TYPE "X" �WB EACH SIDE. PAINT PER BUILDIN� STANDARD. SOUND BATTS AS INDICATED ON PLAN. WALL HEIGHT INDICATED PER FRAMING PLAN & DETAILS. NEW 6" 20 GA MTL STUD WALL @ 24" OC W/ %" TYPE "X" GWB EACH SIDE. PAINT PER BUILDING STANDARD. SOUND BATTS AS INDICATED ON PLAN. WALL HEIGHT INDICATED PER FRAMING PLAN & DETAILS. NEW 6" 20 GA MTL STUD WALL TO ROOF AFF @ 24" OC W/ %" TYPE "X" GWB EACH SIDE, INSULATED PER DETAILS. FIRE TAPE ONLY, WH SIDE. FINISH PER BUILDING STANDARD. NEW 6° 20 GA MTL STUD WALL FURRING T014'-0" AFF @ 24" OC W! %" TYPE "X" �WB ONE SIDE, INSULATED PER DETAILS. FINISH PER BUILDING STANDARD. WALL HEI�HT T014'-0". 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(PAINTED) BOTH SIDES OVER MTL STUDS (SIZED PER PLAN) W/ SOUND BATTS WHERE INDICATED ON PLAN. TYP. MTL WINDOW FRAME PER STANDARDS, WRAP AROUND G.W.B. BEAD TEMPERED GLASS RELITE, PER FINISH STANDARDS N.B. BOTH SIDES OVER MTL i(SIZE PER PLAN) @ 2'-0° O.C. SOUND BATTS AS REQ. .Y" FRAME PER ISTANDARDS SILENCERS. PER FINISH )ARDS. # DOOR JAMB SIMILAR . � . , ' � � !► ' i � � ... �a 3"=1'-0" _ _ TOP OF WALL _ � PER PLAN TAL FRAMING PER PLAN TO SUPPORT SP. CLG. �NTINUOUS METAL EDGE BEAD TAL STUD WALL W/ %" TYPE X G.W.B. NTED SMOOTH FINISH W/ SOUND BATTS REQ SP ACT WITH 2'x4' LAY IN PANELS _ _ CEILNG HEIGHT _ � PER PLAN �C2 CLIP PERARMSTRONG SEISMIC OR ARCHITECT APPROVED EQUAL TE: iIRE A.C.T. CEILING SYSTEM SHALL INSTALLED PER I.B.C. 2012 SECTIONS 1.1 & 1613.1 *CONTRACTOR TO PROVIDE ALTERNATE FOR SOUND BATTS ABOVE CEILING GWB OVER MTL STUDS (SIZE PER PLAN) NT PER BLDG. STANDARDS. SOUND BATT REQ. 'CH & REPAIR AS REQ'D. TO ;EIVE NEW FINISH. JI POWER DRIVEN HILTI �TENER 24° OC EMBED 1-112" �Al�L BAS E C� W. H. 3"=1'-0" �� 3"=1'-0" N0. DOOR FRAME HARDWARE REMARKS WIDTH HEIGHT TYP THK FIRE MATERIAL H�� B MATERIAL FINISH LOCK CLOS THRS PANIC DTL DTL 1 3'-0" 7'-0" 1-3/4" HMTL 6/A1.3 6/A1.3 HMTL PAINTED 2 PAIR 3'-0" 7'-0" 1-3/4" HMTL 6/A1.3 6/A1.3 HMTL PAINTED 3 6'-0" 7'-0" NEW STRIP CURTAINS 4 3'-0" 7'-0" NEW STRIP CURTAINS E EXISTING TO REMAIN ROO FI�ISH �CHEDULE N0. ROOM NAME BASE FLOORS WALLS CEILINGS REMARKS 001 002 003 II 004 005 006 007 008 009 010 o„ 012 WEST NORTH S�U � SHIPPING/ RECEIVIN� CUT ROOM QC D6 PROD. OFFICE EAST SERV.& REP. DIRTY ROOM DRY CUT ROOM COMPR./PUMP EQUIPMENT PRODUCTION OVEN ROOM ASSEMBLY d' w m m � � w } � z c.> > Q w U W � � Z 0 �x O u.f U J Z � W Q f— Z � d LL � Z m �j ¢ c.�� w ' REMOVE EXISTING FLOORING AS REQUIRED 8� PREP FOR NEW FINISHES SPECIFICATIONS. COLORS PER TENANT SELECTION FINISHES AT NEW WALLS ONLY, CONFIRM WITH TENANT. �� o�� ■■0■■_ ��_ �■■�� ■��■� FINISHES AT NEW WALLS ONLY, CONFIRM WITH TENANT. BRACE WALLS TO UNDERSIDE OF SECONDARY STRUCTURE TYP. METAL STUDS @ 2'-0° O.C., PER PLAN NOTE: ENTIRE A.C.T. CEILING SYSTEM SHALL BE INSTALLED PER I.B.C. 2012 SECTIONS SQ8.1 & 1613.1 � � � 1 � � � � 3"=1'-�» %° G.W.B. BOTH SIDES OVER 6" MTL STUDS FROM BOX BEAM TO ROOF FRAMING. SEE DETAIL 11/A1.2. NEW HEADER BOX BEAM TOP OF OPENING � PER PLAN RELOCATE EXISTING CURTAIN � � 3��=��-o„ _ TOP OF FRAMING� PER PLAN 3ECONDARY FRAMING FOR CLG. GRID SUPPORT. WI BLOCKING AT EA. END AND =VERY OTHER SPAN ABOVE WALLS NOTE: ENTIRE A.C.T. CEILING SYSTEM SHALL BE INSTALLED PER I.B.C. 2012 SECTIONS 808.1 & 1613.1 SUSP. ACT W/2'x4' LAY IN PANELS, SEE PLAN FOR LAYOUT AND HEIGHT. CEILING HEI�HT - PER PLAN - � 2" EDGE MOLDING TYP TO MATCH SUSP CLG SYSTEM. METAL STUD WALL PER SCHED W/ GWB PAINTED SMOOTH FINISH WI SOUND BATTS . AS REQ. PER PLAN. � L L� D E TA I L OR�SORUND BATTS AB� V�E� CE INGNATE 3°=1'-0�� GWB OVER MTL STUDS PAINT PER BLDG ND BATT AS REQUIRED I POWER DRIVEN HILTI fENER 24" OC EMBED 1-1/2" �H & REPAIR AS REQ'D. TO EIVE CARPET �,,1 � � : � �. , � l 3"=1'-0" TOP OF GWB 14-0" METAL JOIST FRAMING PER CEILING FRMG PLAN @ 4'-0" O.C. , UNO. METAL STRAPPING @ 4'-0" O.C. TYP. TOP & BOT. PROVIDE SOLID BLOCKING AT EA END PER CLG FRMG PLAN INSUL TO BE HELD IN PLACE WITH WIRE STRUNG UNDER NEW JOISTS AT 12" OC. PERPENDICULAR PRIOR TO INSTALLING FSK PAPER. TYP. *CONTRACTOR TO PROVIDE ALTERNATE FOR SOUND BATTS ABOVE CEILING `METAL STRAPPING `—FSK PAPER VAPI @ 4'0" O.C. FLAME SPREAD T.B. �� M�N TYP. BOTTOM SEE NOTE ABOVE SUSP ACT WITH 2'x4' LAY IN PANELS SEE PLAN FOR HEIGHT CEILING HGT PER PLAN � 2° EDGE MOLDING TYP TO MATCH SUSP CLG SYSTEM. NOTES: WSEC C402.2.1 ROOF ASSEMBLIES SECONDARY STRUCTURE METAL FRAMING @ 24" O.C., UNO. ENTIRE A.C.T. CEILING SYSTEM SHALL BE INSTALLED PER I.B.C: 2012 SECTIONS 808.1 & 1613.1 MTL STUD WALL (SIZE PER PLAN) W/ R-19 BATT ISUL: & 518° TYPE "X° GWB EA SIDE. OR EXISTING WALL AS SHOWN ON PLAN. SE�ONDARY �EIL. DETAIL 1-112"=1'-0" 2012 WSEC C402.2.1 �1...� �. � [ �`"— - /, � • J _ 1 � � �k � �; � ,� , � � n . � , � . � , � � � �� JACKSON � MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM www � U www W W�tY� _ t�- azzz � �zza � � F H H � � o�a�awo �ywwwa� t-zzz v' O O O� w �o�� o�000 � �� N � !" T r !" !' Qo� N:ii c � �c"' 0�'rv��n�cD 4a�s ATE PERCICH PROJECT NUMBER: 16005.00 PROJECT MANAGER: GP DRAWN BY: KLM CHECKED BY: GP I ► � �� ' JACKSON � MAIN ARCHITECTURE O 2016