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Permit D15-0094 - 480 BUILDING / VACANT SPACE - RESTROOM AND MEZZANINE REMODEL
VACANT SPACE D15-0094 City of Tukwila Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone:206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.Rov DEVELOPMENT PERMIT Parcel No: 2623049093 Permit Number: D15-0094 Address: 480 ANDOVER PARK E Issue Date: 3/10/2016 Permit Expires On: 9/6/2016 Project Name: VACANT SPACE Owner: Name: 480 ANDOVER PARK EAST LLC Address: 600 ANDOVER PARK E , SEATTLE, WA, 98188 Contact Person: Name: JOHN LLACUNA Address: 12503 BEL-RED RD, STE 101, BELLEVUE, WA, 98005 Contractor: Name: JOHNSON TENANT IMPROVEMENT INC Address: P.O. BOX 1149, BOTHELL, WA, 98041- 1149 License No: JOHNST1092PA Lender: Name: 480 ANDOVER PARK EAST LLC Address: 600 ANDOVER PARK E , SEATTLE, WA, 98188 DESCRIPTION OF WORK: Phone: (425) 646-1818 Phone: (206) 660-5286 Expiration Date: 3/10/2018 FIRST FLOOR RESTROOM REMODEL - REMOVAL OF EXISTING PARTITIONS, CEILINGS, DOORS AND FIXTURES. INSTALLATION OF NEW FIXTURES, PARTITIONS, CEILING AND FINISHES. MEZZANINE LEVEL - ADD PARTION AND DOOR Project Valuation: $625,000.00 Fees Collected: $9,832.72 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: VB Occupancy per IBC: B Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-468: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 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: Volumes: Cut: 0 Fill: 0 Number: 0 Storm Drainage: Street Use: Water Main Extension: Water Meter: No 2 Permit Center Authorized Signature: '�"'' '�"� Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development ermit and agree to the conditions attached to this permit. Signature: ADate: l� Print Name: 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: 18: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 22: 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) 4: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 5: Maintain fire extinguisher coverage throughout. 6: 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) 7: 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) 8: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 9: 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) 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) 14: 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) 12: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 11: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 15: 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) 16: 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: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 19: 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. 23: A permit is required from the Washington State Department of Labor and Industries Elevator Division for the installation of the elevator. 24: The elevator shall be equipped with elevator recall and fire service features per NFPA 72 and shall be connected to the building fire alarm system. 13: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 20: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 21: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 25: 'BUILDING PERMIT CONDITIONS' 26: 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. 27: 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. 28: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 29: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 30: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 31: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 71 Chapter 13. 32: 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. 33: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 34: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 35: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 36: 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. 37: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 38: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 39: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 40: 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). 41: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 42: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 43: 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. 44: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0201 FOOTING 0409 FRAMING 0606 GLAZING 0502 LATH & GYPSUM 4000 SI-CONCRETE CONST 4046 SI-EPDXY/EXP CONC 4035 SI-SOILS 4032 SI-WOOD CONST 0602 SLAB/FLOOR INSUL 0406 SUSPENDED CEILING 0601 WALL INSULATION CITY OF TUKW1. Community Development Department ' Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tulovila, WA 98188 http://www.TukwilaWA.,P,ov Building Perm._ .4o. ,1 — Project No. Date Application Accepted: Date Application Expires: to -tS 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, Tukwila, WA Tenant Nam PROPERTY OWNER Name: 480 Andover Park East, LLC Address: 480 Andover Park East City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: John Llacuna Address: 12503 Bel -Red Road, #101 City: Bellevue State: WA Zip: 98005 Phone: (425) 646-1818 Fax: Email: john.11acuna@synthesispllc.com GENERAL CONTRACTOR INFORMATION Company Name: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Suite Number: Floor: New Tenant: ❑ .....Yes ❑ ..No ARCHITECT OF RECORD Company Name: SynThesis PLLC Architect Name: Randy Brown Address: 12503 Bel -Red Road, #101 City: Bellevue State: WA Zip: 98005 Phone: (425) 656-1818 Fax: Email: randy.brown@synthesispllc.com ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Owner Financed - 480 APE LLC Address: 480 Andover Park East City: Tukwila State: WA Zip: 98188 H:\Applications\Forms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9.11.docx Revised: August 2011 Page 1 of 4 bh BIJULDING PERMIT INFORMATION 1-431-3670 Valuation of Project (contractor's bid price): $ 95,000 Existing Building Valuation: $ 3,600,000 Describe the scope of work (please provide detailed information): First Floor Restroom Remodel - Removal of existing partitions, ceiling, doors and fixtures. Installation of new fixtures, partitions, ceiling and finishes. Mezzanine Level - Add partition and door. Will there be new rack storage? ❑..... Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I"Floor 35,941 3,830 0 0 V-B B/S-1 2nd Floor 6,829 0 0 0 Yd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? El ....... Yes ....... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0....... Sprinklers ❑....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? El ....... Yes ....No If `yes', attach list of materials and storage locations on a separate 8-112" x 11 " paper including quantities and Material Safe ata Sheets. SEPTIC SYSTEM ❑ ....... On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Farms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-1 I.docx Revised: August 2011 Page 2 of 4 bh PUBLIC WORKS PERMIT INFOR' TION — 206-433-0179 Scope of Work (please provide detailed information): Water District ❑ ...Tukwila ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑... Water District #125 ❑ .. Highline ❑... Valley View ❑ .. Renton ❑... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with ADDlication (mark boxes which ape ❑ ...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 — (ROW) Proposed Activities (mark boxes that apply): ❑ ...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 Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water El.. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line 11 ❑ ...Permanent Water Meter Size... " ❑ ...Temporary Water Meter Size.. " ❑ ... Water Only Meter Size............ " ❑ ...Sewer Main Extension.............Public ❑ ❑ ...Water Main Extension.............Public ❑ WO #_ WO #_ WO #_ Private Private 101 10 ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ... Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter RefundBilline: Name: Day Telephone: Mailing Address: City State Zip H:\Applications\Forms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-I l.docx Revised: August 2011 Page 3 of 4 bh ,PERY,MIT APPLICATION NOTES — i Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. 1 The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PAAJRY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING ER O A Signature: , Print Name: Mailing Address: �-4 14 AGENT: Day T City State fd Zip H:\Applications\Forms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-1l.docx Revised: August 2011 Page 4 of 4 bh Date Paid: Friday, June 03, 2016 Paid By: BILL JOHNSON Pay Method: CREDIT CARD 313092 Printed: Friday, June 03, 2016 11:30 AM 1 of 1 _" �r i ..I l SYSTEMS DESCRIPTIONS PermitTRAK PAID $6,074.87 D15-0094 Address: 480 ANDOVER PARK E Apn: 2623049093 $6,074.87 DEVELOPMENT $5,785.80 PERMIT FEE R000.322.100.00.00 0.00 $5,781.30 WASHINGTON STATE SURCHARGE 13640.237.114 0.00 $4.50 TECHNOLOGY FEE $289.07 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R7885 R000.322.900.04.00 0.00 $289.07 $6,074.87 Date Paid: Thursday, March 10, 2016 Paid By: JOHNSON TENANT IMPROVEMENT INC Pay Method: CHECK 21574 Printed: Thursday, March 10, 2016 2:15 PM 1 of 1 RWSYSTEAAS Date Paid: Monday, November 02, 2015 Paid By: HEATCON COMPOSITE SYSTEMS Pay Method: CHECK 79995 Printed: Monday, November 02, 2015 11:11 AM 1 of 1 �SYS7fM5 Date Paid: Friday, April 24, 2015 Paid By: HEATCON COMPOSITE SYSTEMS Pay Method: CHECK 78556 Printed: Friday, April 24, 2015 2:05 PM 1 of 1 CRSYSTEMS INSPECTION RECORD _ Retain a copy with permit INSnCTION NO. PERMIT NO. CITY OF TUKWILA BUILDING 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 DIVISION (206) 431-3670 Project /} fi�tA)r C. AIX Ty,�jof Inspection. � �V IMA16 rAAL Address: Date Called: 4bO kJ4g,02 PAeY— 45" Special Instructions: Date Wante a.m /o 7116 P.M. Requester. C`% /6- Phone No: 142,517 = Sat WApproved per applicable codes. Ll Corrections required prior to approval. Inspector: Date: U REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Jti50 Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project- / cANT— SPAi:C ' Type of Inspection: � Ca(>7 ICY Address: Date Called: Special Instructions: Date Wanted* % P.M. Requester: Phone No: Approved per applicable codes. 1-1 Corrections required prior to approval. COMMENTS: �, !�, fi�it L v rJ,• Inspector: Dater ` 3 / ! b - REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Calt to schedule reinspection. I% INSPECTION RECORD Retain a copy with permit6 ) SPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: /1CA ") i- 5+�'4CC Type of Inspection: iL iI 7/✓•4 L Address: Date Called: eO W-)( C Spec! Instructions: Date Wanted; / a.m C(/J �lo p.m. `1 Requester: 1� �& Phone No: nr Approved per applicable codes. V3 Corrections required prior to approval. • o E IN. SIR, ii r� s' . >/' • fir/ - WFANWMMWN Inspector: t/' Date: 1-1-16 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. MA 1! INSPECTION RECORD Retain a copy with permit �� aQ I ECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'e-t: Type of Inspect' n:r� ° ,,,+- C,-- GCE?(' Addre Lflbo r Date Called: 11 Spe6al Instructions: , Date W nte- - -6 a.m. -�® p.m. Requester: Phone No: Inspector: Date: Q m f REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z.. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NC CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd-, #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request line (206) 438-9350 Pr ' ct: Type f Inspection: Address G 6t/e(% far v_ Date Called: Special Instructions: ® L�.�' '�Z" �l �M `" ► 1 Date anted: a.m. p.m. Requester:— Phone No: (Inspector: �. (Date, � D —46 1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ro INSPECTION RECORD Retain a copy with permit �r�"_ U d PECTION NO. PERMIT NC CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr j, ct: Type of Inspection'` 6 A dress: Lc Date Called: Special Instructions: � � �S Iv(� I v-/T 1 �" Date Walnted� �r� ap.m. (z t m. Requester: 6 . C. P one -03-3T Approved per applicable codes. Corrections required prior to approval. 4 Inspector: 4I Date: —(6 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0- INSPECTION RECORD noS <<r Retain a copy with permit 6 INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: c>G��/i� Type of Inspection: / Address: Contact Person: j Suite #: d0 Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 7, , Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspectot;. Date: Hrs.: � � f $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Willing Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD /C -; oA 3 Retain a copy with permit C7D g y INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Ins ec ion: Address: Contact Pe son: Suite #: g GSo 6 Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval: COMMENTS: ue Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:Date: ��� �,� Hrs.: ! $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORDf� Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Inspection: Address: Contact Person: Suite #: L Special Instructions: Phone No.: 1-1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 41 c / l Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspe or: 'yy Date: 3, Hrs.: �. 5 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Willing Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Type of Insp e ction.o, Address: ``� `� � Contact Person: Suite #: V Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: //g/ll I Hrs.: ; . 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. timing Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 2- INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: J1 Type of Inspection: % Address: Suite #: V00 A Contact Person: Special Instructions: Phone No.: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector,<,<4'� 5. 1,7, 5 I Date: I I FlIr I Hrs.: G- v $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. isming AaaresS Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118-3216 USA Tel: (206) 725-4600 • Toll Free: (888) OTTO-4-US • Fax: (206) 723-2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com June 23, 2016 City of Tukwila Building Department 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188-2544 Project: Heatcon Address: 480 Andover Park E, Tukwila FINAL REPORT Permit Number: D15-0094 Job Number: 16-0258 We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Items inspected are: 1. Soil bearing verification 2. Reinforced concrete 3. Anchor bolt installation Sincerely, OTTO OSENAU & ASSOCIATES, INC. Scott Hoobler P.E Geotechnical Engineer �o��- �,� Crista Moser Report Manager RECEIVED CITY OF TUKWILA. JUL 2 Z 2016 PERMIT CENTER ISS OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing GEOTECHNICAL INSPECTION REPORT Report Number: 277787 Description: Soil Bearing Verification Project: Heatcon Permit Number: CD15-0094 3 Address: 480 Andover Park E, Tukwila Job Number: 16=0258 Client: Johnson Tenant Improvements, Inc. Client Address: 19613 81st Avenue S, Suite H, Kent Inspector and Date Remarks Scott Hoobler Arrived onsite as requested to perform soil bearing verification for new spread footings located at 4/22/2016 gridline C1 and grids 3A and 4A. The subgrade soils generally consist of medium dense to dense, light, silty sand with some gravel. The subgrade soils were probed with a steel T-probe and found to be in a firm and unyielding condition. Based on our observations, we believe the subgrade soils are capable of supporting an allowable bearing value of 2,000 pounds per square foot (psf). RECEIVED CITY Of TUKWILA J U N 0 12016 PERMIT CENTER 5/2-/2v1�, Copies to Owner X Contractor Architect X Building Dept. Technical Responsibility: X Engineer Anthony C�oyn/e.E., Senior ngineer This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates,. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-100-01 (Rev 01105) 1&Z f I - -- - Cif CO, eNe Ate r'"j-A'm ,MY avr- 5mz -�OVST. —j O 1 10 11 12 ZI. f�a24x' 7 E' Z I 6 FILE -10 () fi REVIEWED FOR -:z CODE COMPLIANCE APPROVED FEB 0 1 2016 13i City CODE IREFOR NCE REVIEWED -VIEW 9'DE COMP"A APPROVED FEB 0 1 2016 4� UCIty of Tukwila 0 . [B IL DIVISION 40 BUILDING DIVISION BU :-%r%Q919rTU IN LT F1 an Ole SEP J aftam" cept J JAN 11 12016 PERMIT CENTER —= 15MAMNACA . i- cz-,.-wT.�u lSOUS JW WAIL-5 r4ex --T hr UPCOLUNWS AT eork r-90$/" \0w ID -AVA A-, 01Z C.0;-QLA9 CIIZD LjkjE 4�- cwi:y� CA�VMI.1 Cry? 15,E.C7 5cl- ZY-4 -Z- 'q4 OQ S-.DF- 0m• ,violi sLVT50M VA"C" F- Of BEAM 5-T1c> VJAJ.L uucEtx "PL "rjN V9-cc-Ykklq, 'VAEN TeP4A 7 7ed. 'F-Ct-- EAA L FILE �uu�luil ................................. 0 2 3 E, a 9 10 it 12 01 424 4M c 2 L 0 - QQ *46 40 ". M, .;lYA.tJ S"tl* Al b..ds bopr7l.#, m6. L-Inat b jo DI! �111 iiiiCEIVED MY OF 7v� szpl.nl BUKOW A REVIEWED FOR - .9ODE COMPLIANCE APPROVED 2 FEB 01 2016 City of Tukwila nma DIVISION FIL ns REVISION NO,*) ph ANT IMPROVEMENT December 12, 2015 Kevin Ellis Plans Review City of Tukwila Building Department of Communit 6200 Southcenter Blvd. Tukwila, WA 98188 206-433-1800 REVIEWED FOR CODE COMPLIANCE APPROVED 1 2016 City of TUICWiIa BUILDING DIVISION Permit#D 15-0094 Elevator Exception CORREMON LTR# 2' JAN 1 1 2016 PERMIT CENTER Re: "IBC section 3411.7 has a 20% project cost maximum for accessible route alterations such as an elevator to the second floor." KC: Included please find a proposal from Otis Elevator, structural details of roof beams, roof framing and beam connections, a budget spreadsheet outlining the total cost of installing an elevator, a proposal work sheet depicting the scope of work requested by the building owner and a sketch of the elevator hoist -way, elevator pit and section of roof that will have to be elevated in order to accommodate an elevator. The structural details and roof framing plans that I have included were used to install skylights last year; I was reluctant to spend 3-4 thousand dollars on engineering for the purpose of establishing a cost for this estimate; the details however, give me beam size and structural notes on the roof framing for pricing the section of roof that will require modification; basically, a section of the roof (Approximately 24' x 24') will need to be removed, new beams installed, a 3' pony wall framed on the roof deck and a new roof framed on top of the pony wall. I am guessing at the wall thickness although I assumed a 2x6 with 3/a" plywood for sheer would work. My work sheet includes the cost of demolition, temporary support, roof framing, hoist way framing, new roof and pony wall, roofing and flashing, elevator cost from Otis Elevator, elevator pit to include saw cutting of concrete slab, excavation, form and pour concrete, pit drain, mechanical room complete with 3 ton AC unit, Electrical requirements, fire sprinkler, insulation for noise, fire alarm modifications and two phone lines. Also included are structural connections and safety catch beam for the elevator car, supervision and project management. My cost is based on historical data, sub contractor estimates and cost assumptions derived from past projects. (Dept of Agriculture elevator in SeaTac and an elevator installation at Best Buy distribution warehouse in Kent WA D15 000q4 among others.)I have also included a spread sheet outlining the cost and the scope of work under this permit; that scope of work reflects the drawings details of drawing # 201503.01.001 dated 10-29-2015 (permit revision set). Based on the elevator and associated cost, $ 223,432.06 and the total project cost of $ 792,818.49; we would appreciate it if IBC section 3411.7 be explored as an alternative to the installation of an elevator. The owner will make allowances under ADA to provide for all other handicaps not associated with wheel chair accessibility on the second floor. The restrooms on the second floor will meet all local and city code and will not accommodate a wheel chair; restrooms on the first floor will accommodate wheel chair traffic. Please call me directly should you have questions related to the elevator cost or the associated documents Thanks KC Bill Johnson Johnson Tenant Improvement, Inc Cell: 206-660-5286 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Oct 2013 Project Info Project Address 480 Andover Building Date 10/1/2015 Compliance forms 480 Andover Park s For Building Department Use Tukwila, WA 98188 do not require a password use. Applicant Name: s Thesis PLLC (Randy Brown) PP �'I' l Instructional and rI L calculating cells are write -protected. Applicant Address: 12503 Bel -Red Road, suite 101, Bellevue, WA 98005 Applicant Phone: (425) 646-1818 Project Description El New Building ❑ Addition ❑ Alteration ❑ Change of Occupancy/Conditioning Compliance Path p * Component Performance 0 Total Building Performance 0 Prescriptive Selection required to enable forms. Occupancy Group* Commercial 0 Group R - R2 & R3 over 3 stories and all R1 Selection required to enable forms. Vertical Fenestration and Total Vertical Gross Exterior Skylight Area Calculation Fenestration Above Grade % Vertical If complying via the Prescriptive path, (rough opening) divided by Wall Area times 100 equals Fenestration 838.0 — 23002.0 X 100 — 3. 6% enter values for vertical fenestration, skylights, gross walls and roof on this— ENV -SUM worksheet. If complying via the Component Performance path, enter Gross Exterior these values in the ENV-UA worksheet. Total Skylight divided by Roof Area times 100 equals % Skylight These values auto -fill from ENV-UA and are write -protected on ENV -SUM. 224.0 — 38988.0 X 100 = 0.6 % Fenestration Area Vertical VERTICAL FENESTRATION AREA COMPLIES Fenestration Area CORRECTION Compliance Skylight Area SKYLIGHT AREA COMPLIES LTR 1_., Vertical Fenestration 0 50% or more of the floor area is within a daylight zone per C402.3.1.1 Alternates 0 High Performance Fenestration U-factors and SHGC per C402.3.1.3 Compliance Method ❑ Skylight area 3% or greater, VT-0.40 or greater Single Story Spaces ❑✓ Skylight effective aperture 1% or greater, provide REV141"'ION Requiring Skylights El space eligible for exception Requires a minimum of 50 % of floor area to be within a skylight daylight zone for specific space types. Refer to C402.3.2 for requirements. ❑ Project has semi -heated spaces as defined per C402.1.4 ❑ Applying wall exception to semi -heated spaces REVIEWED 1. Semi -heated spaces may comply under Prescriptive or Component P C"1 a G� LI Semi -Heated Spaces _ path. A ®p QYE 2. Semi -heated spaces shall be documented separately from other condi 'oned spit is a nr 6td�` G separate compliance forms for each conditioned space type. 3. Envelope elements separating semi -heated from other conditioned spices shalrA&loil 20 exterior thermal envelope requirements. ❑ Walk-in Cooler ❑ Walk-in Freezer //+'�1{{���� ❑ Refrigerated Warehouse Cooler ❑ Refrigerated Ware Ouse F?�et�'r Of Tu Refrigerated Spaces AwI�s Refrigerated spaces shall comply under the Prescriptive Path only. Co I e these areas may be combined with non -refrigerated areas in the ENV- PRESCRIPTIVE form. Refer to C402.5 and C402.6 for requirements. Mixed Occupancy and/or Project includes more than one occupancy type and/or level of space conditioning. Multiple compliance forms may be required. Select all that apply to scope of project: Space Conditioning ❑ Commercial ❑ R2 & R3 over 3 stories and all R1 ❑ Refrigerated Space R�.CE1V ❑ Fully Conditioned ❑ Semi -Heated ❑ LotF.gec4yOF TU T ❑ R2 & R3 - 3 stories or less 'Low energy areas are exempt from all thermal envelope provisions and compliance #Wo0 2 2 these areas are not required. Refer to C101.5.2 for exemption. OR kNCE 6 ila SION ,D ,WILA )15 1**AISW_%%Il41 " PERMIT CENTER 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Oct 2013 Project Address 480 Andover Building Date 10/01/2015 Occupancy Group (0) Commercial Q Group R For Building Department Use Change in occupancy or space conditioning Q Note - Proposed UA may exceed Target UA by 10% per C101.4.4 and C101.4.5 Fenestration Area as Rio gross above -grade wall area 3.696 Max. Target: 30.0% Skylight Area as % gross roof area 0.6% Max. Target: 5.0% Vertical Fenestration Alternates: None Selected on ENV -SUM Notes: 1: If vertical fenestration or skylight area exceeds maximum allowed per C402.3.1, then Target Area Adjustment of all applicable envelope elements will be calculated by the compliance form. Refer to Target Area Adjustments worksheet for this calculation. 2: U-factors shall come from Appendix A, Chapter C303, or calculated per approved method as specified in C402.1.2. Building Component Proposed UA Target UA Provide source of U-factor, page/plan # of assembly detail & ID U-factor x Area (A) UA U x A U-factor x Area A = UA U x A R= 28 ID: Rigid Above Deck at Office 0.035 8330 291.6 0.034 8330 283.2 Y o R= ID: (R-28 per table A102.2.6) Above Deck Insulation U-0.034 R= ID: N M R= ID: 0.031 00 R= ID: Metal Building U-0.031 R= ID: R= 49 ID: Batt Applied below the deck 0.020 30434 621.1 0.021 30434 639.1 t R= ID: Single raft, attic, other U-0.021 O R= ID: R= ID: 0.055 R= ID: Steel/metal frame U-0.055 m R= ID: o v R= ID: 0.052 a m R= ID: Metal Building U-0.052 R= ID: ro R= 21 ID: Office - North & West Walls 0.057 1586 90.4 0.054 1586 85.6 o R= ID: Wood Frame, other U-0.054 Cr c° O 0 3 R= ID: in R= 19 ID: w/ Stick -pin Insulation R-19 (Al03.3.7.1(2)) 0.049 19867 973.5 0.104 19867 2066:2 C R= ID: Mass Wall U-0.104 i R= ID: N R= ID: 0.104 76 o R= ID: Assumed to be Mass Wall U-0.104 Z a m R= ID: 0 R= ID: R= ID: 0.031 ccaa R= ID: Mass Floor U-0.031 g R= ID: LL o R= ID: 0.029 E R= ID: Joist/Framing U-0.029 ti R= ID: F-factor x Perimeter = UA(U x A) F-factor x Perimeter = UA (U x A) R= ID: No Slab Insulation 0.730 821 599.3 0.540 821 443.3 m t R= ID: Slab -On -Grade U-0.54 R= ID: .0 R= ID: 0.550 R= ID: Heated Slab -On -Grade U-0.55 = R= ID: "Proposed non-residential CMU walls meeting Table C402.1.2 Area UA Area UA Footnote D requirements can use the target U-value of 0.104 rather Page 1 than Appendix A values. Show footnote requirements in plans. Subtotal 61038 2576 61038 3 517 Component Performance Compliance (UA) UA COMPLIES1 2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over: Oct 2013 Project Address 480 Andover Building Date 10/01/2015 Fenestration Area as % gross above -grade wall area 3 .6% Max. Target: 30. 0% For Building Department Use Skylight Area as Rio gross roof area 0. 6% Max. Target: 5.096 Notes: 1: If vertical fenestration or skylight area exceeds maximum allowed per C402.3.1, then Target Area Adjustment of all applicable envelope elements will be calculated by the compliance form. Refer to Target Area Adjustments worksheet for this calculation. 2: Provide NFRC rated U-factor or default U-factor from Appendix A for the fenestration assembly thermal -performance (combination of frame and glazing). 3: Fenestration that separates conditioned space from a non -conditioned or semi -conditioned Building Component Proposed UA Target UA Provide source of U-factor, page/plan # of assembly detail & ID U-factor x Area (A) = UA (U x A U-factor x Area (A) = UA (U x A) ` U= ID: Swing Doors 0.370 105 38.9 0.37 1 105 38.9 •C $ U= ID: Opaque Swing Doors U-0.37 0 U= ID: CL y U= ID:9'xl0' 0.370 270 99.9 0.37 606 224.2 0 0 U= ID: 12'x10' 0.370 336 124.3 Opaque rollup & sliding U-0.37 U= ID: U= ID: 0.30 Non -Metal Frame U-0.30 U= ID: o U= ID: Z U= ID: U= ID: Storefront Fixed 0.38 796 302.5 0.38 796 302.5 o U= ID: Metal Frame, Fixed U-0.38 5 U= ID: co c 0) U= ID: a� LL d U= ID: 0.40 ° U= ID: Metal Frame, Operable U-0.40 r m U= ID: U= ID: U= ID: Entrance 6'x7' 0.60 42 25.2 0.60 42 1 25.2 0 U= ID: Metal Entrance Door U-0.60 aCi U= ID: i U= ID: U= ID: Double Dome 0.68 224 152.3 0.50 224 1 112.0 o, U= ID: All types U-0.50 Y ~ U= ID: U Q U= ID: Area UA Area UA Page 2 Subtotal To comply. Page 1 Subtotal 1) Proposed Total UA shall not exceed Target Total UA. 2) Proposed Total Area shall equal Target Total Area. Total 1773 743 61038 2571 62811 3319 1773 703 61038 3517 62811 4220 Component Performance Compliance (UA) UA COMPLIES If vertical fenestration area exceeds maximum allowed per Section C402.3.1, then Target Area Adjustment of all applicable envelope elements is required. This worksheet automatically calculates these adjustments and updates target areas in the ENV-UA and ENV-SHGC worksheets. Information shown in this worksheet is for reference only and is write -protected. Submit this Target Area Adjustment form with ENV-UA and ENV-SHGC forms. VF = Vertical fenestration NW = Net above grade wall (excludes fenestration and doors.) DR = Opaque doors Gross Exterior Above -Grade Wall Area= VF + NW + DR AG = Above -grade Proposed Areas Vertical Fenestration -�- Opaque -�- VF= 838.0 NW= 21453.0 1 DR= 711.0 Gross Exterior Max Vert. Fen. % Maximum Target AG Wall Area (C402.3.1) Vert. Fen. Area 23002.0 X 30.0$ _ 100 = 6900.E I otal Vertical Delta Vertical 0 Excess Vertical Fenestration Maximum Target Fenestration Fenestration 838.0 - 6900.E = -6062. 6 II greater = -6062.6 Multiplier applied to all Total Vertical Excess Vertical Target Vertical Total Vertical Proposed Vertical Fenestration Fenestration 838.0 - Fenestration = 8 3 8.0 Fenestration T 838.0 Target VF Multiplier = 1.0 0 Fenestration Areas to calculate Target Vertical Fenestration Area Net AG Wall Area Excess Fenestration 21453.0 -} Target Net Wall Area = 214 5 3.0 Net Wall 21453.0 Target Net Wall Mutt. = 1.00 Multiplier applied to all Proposed Opaque Above - _ Grade Wall Areas to UA Adjustments calculate Target Above - Vertical Fenestration Proposed Area Target VF Mutt. Target Area Non-metal frame X = Metal frame, fixed 796.0 X 1.00 = 796.0 Metal frame, operable X = Metal frame, entrance door 42.0 X 1.00 = 42.0 Above -grade Wall Proposed Area Target Net Wall Mutt. Target Area Steel Frame X = Metal Building = Wood/Other frame 1586.0 X 1.00 = 1586.0 Mass 19867.0 X 1.00 = 19867.0 Sum of Proposed SHGC x A Adjustments Non -North Vertical Fenestration PF < 0.2 0.25 PF < 0.5 PF >_ 0.5 North Vertical Fenestration PF < 0.2 0.2 <_ PF < 0.5 PF >_ 0.5 Target areas in shaded boxes are applied to target areas on ENV-UA Sum of target above -grade 22291.0 Sum of Target 22291.0 wall and vertical fenestration areas are calculated to equal the sum of proposed Proposed Area Target VF Mutt. Target Area X = X = X = SHGC target areas in shaded boxes are applied to target areas on ENV- SHGC If skylight area exceeds maximum allowed per Section C402.3.1, then Target Area Adjustment of all applicable envelope elements is required. This worksheet automatically calculates these adjustments and updates target areas in the ENV-UA and ENV-SHGC worksheets. Information shown in this SKY= Skylight INR - Net roof excludes skylight) lGross Exterior Roof Area = SKY + NR Proposed Areas Skylight (Horizontal Fenestration) -> SKY= 224.0 Opaque Roof -> NR= 38764.0 Gross Exterior Max Skylight % Maximum Skylight Roof Area (C402.3.1) Fenestration Area 38988.0 X 5.0% 1 — 100 = 1949.4 Tof<al Skylight Area Maximum Target Delta Skylight Area 0 Excess Skylight 224.0 — 1949.4 -1 =725.4 II greater = -1725.4 Total Skylight Area 224.0 Excess Skylight Target Skylight Area — = 224.0 — Total Skylight Area 224.0 Target SL Multiplier = 1.00 Multiplier applied to all Proposed Skylight Areas to calculate Target Skylight Area Net Roof Area 38764.0 Excess Skylight Target Net Roof Area + = 38764.0 — Net Roof 38764.0 Target Net Roof Mull. = 1.00 Multiplier applied to allProposed Opaque Roof Areas to calculate Target UA and SHGC x A Adjustments Skylight Proposed Area Target SL Mult. Target Area All 224.0 X 1.00 = 224.0 Roof Proposed Area Target Net Wall Mull. Target Area Insulation Above Deck 8330.0 X 1.00 = 8330.0 Metal Building X Attic/All Others 30434.0 X 1.00 = 30434.0 Sum of target roof and Sum of Proposed 1 38988.0 Sum of Target 1 38988.0 skylight areas are calculated to equal the sum of proposed PROJECT NAME: Heatcon ADDRESS: 480 Andover Park East Property Manager: Doug Myron/Amy Myron Prepared by: Bill Johnson Date: 30/6/2015 Revised: 11/27/201S Proposal REVISION NO.- CORRECTION L T R # I-`0 M/U Tax # Cate ory Description Price 6% Sub Total 0.098 Total 01 GENERAL CONDITIONS Lift equipment rental $1,700.00 $102.00 $1,802.00 $176.60 $1,978.60 Haul and dump debris $2,780.00 $166.80 $2.946.80 $288.79 $3,235.59 Progressive clean up $1,200.00 $72.00 $1,272.00 $124.66 $1,396.66 185 $65.00 Project manager $12,025.00 $721.50 $12,746.50 $1,249.16 $13,995.66 320 $48.70 Superintendent (On Site)rILE $15,584.00 $935.04 $16,519.04 $1,618.87 $18,137.91 120 $21.40 Clerk $2,568.00 $154.08 $2,722.08 $266.76 $2,988.84 8 $175.00 (2) Portable toilets (8 weeks) $1,400.00 $84.00 $1,125.00 $110.25 $1,235.25 Job dumpster $1,200.00 $72.00 $1,272.00 $124.66 $1,396.66 Janitorial $5,600.00 $336.00 $5.936.00 $581.73 $6.517.73 $0.00 $0.00 $0.00 $0.00 $0.00 --------------- TOTAL GENERAL CONDITIONS: ----------------------------------- $60,882.88 02 DEMOLITION Price M/U Sub Total Tax Total Remove carpet and base both floors $6,130.00 $367.80 $6,497.80 $636.78 $7,134.58 Scrape residual adhesive from sub floors to receive new carpet. $8,601.00 $516.06 $9,117.06 $893.47 $10,010.53 Grinde down exposed aggregate at existing entry to receive ceramic tile $1,250.00 $75.00 $1.325.00 $129.85 $1,454.85 36 $28.80 Demolition of stairs and railings $1,036.80 $62.21 $1,099.01 $107.70 $1,206.71 24 $28.80 Clean up demolition already in progress $691.20 $41.47 $732.67 $71.80 $804.47 35 $48.75 Demo plumbing at first and second restrooms $1,706.25 $102.38 $1,808.63 $177.25 $1,985.87 16 $28.80 Remove ceiling tile and stack for re -use $460.80 $27.65 $488.45 $47.87 $536.32 Demo duct work at roof surface, HVAC grills and dud. (Demolition of HVAC duct and RTU by roofing company) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTAL DEMOLITION: $23,133.34 03 FRAMING & GWB Price M/U Sub Total Tax Total Frame new restroom areas, frame new 2-hour walls $38,922.00 $2,335.32 $41.257.32 $4,043.22 $45,300.54 at elevator core, repair all areas of demolition, repair window sills, hang and finish drywall (GWEI) to paint ready condition. Frame in roof curbs for HVAC 10 curbs 6 x 6 with straps at beam $14,000.00 $840.00 $14,840.00 $1.454.32 $16,294.32 Fire blocking at rated walls $2.400.00 $144.00 $2,544.00 $249.31 $2,793.31 Frame in door openings, $2,478.00 $148.68 $2,626.68 $257.41 $2,884.09 Framing at window sills, add 1 x 6 sill finish $2,800.00 $168.00 $2,968.00 $290.86 $3,258.86 - --------------- -- TOTAL FRAMING & G_W_ B:_ $70,531.13 Price M/U Sub Total Tax Total PAINT 0 Paint new restrooms and all new coqstrustionr Paint C'1 new stairwell, all existing walls at first 9nd•4ecDnd ftobrs'- Paint soffit and exterior walls`•atLstbr1froi�lstaiatlbnWAILA . $30,792.00 $2,521.00 $1,847.52 $151.26 $32,639.52 $2,672.26 $3,198.67 $261.88 $35,838.19 $2,934.14 $0.00 $0.00 $0.00 $0.00 $0.00 JAN 11 2016 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 PERMIT CENTER $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTAL IN_T_STAIN_6_FIN_ISH_. $38,772.33 05 FlNISH CARPENTRY, _PA_ Price M/U Sub Total Tax Total MILLWORK, Hang doors and install hardware $12,750.00 $765.00 $13,515.00 $1,324.47 $14,839.47 CASEWORK & Install toilet partitions in both restroom areas. $12,475.00 $748.50 $13,223.50 $1,295.90 $14,519.40 HARDWARE Install mirrors, TP Disp, Paper towell disp, soap disp. $4.654.00 $279.24 $4,933.24 $483.46 $5,416.70 Hand rails at stair well $3,500.00 $210.00 $3,710.00 $363.58 $4,073.58 Installation labor for doors, hardware, closers, signage $4,300.00 $258.00 $4,558.00 $446.68 $5,004.68 o Construct new stairs $8,891.40 $533.48 $9,424.88 $923.64 $10.348.52 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 `$ J1 lE - 0 D0 F $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 - O6 --------------- ELECTRICAL TOTA --------------------------------------- E54,202.36 eQMI ! ` b Total Tax Total Mechanical room, relocate lighting circuits, demo electtrical��¢3Q�Q t$3t75.00 $ ,795.00 $5,271.91 $59,066.91 supply and install new lights, install outlet circuits, GFI runsR Feet CLJ Main runns to circuit panels, new sub panel for mechanical room, dedicated circuits, issolated ground circuits, emergencyFEB lighting for egress, O 1 D 1 01 C 2016 U Elevator Electrical located as aftemate at end of proposal work$0.00 $0.00 $0.00 $0.00 $0.00 City of Tu kwila _ _ _ _ TOTAL E $59,066.91 r I b Total Tax Total of PLUMBING $45,800.00 $2,748.00 $48,548.00 $4,757.70$53,305.70 [Rough in and installation of 46 new plumbing fixtures rovide fixtures, pressure assist toilets, std sinks, stainless kitch. $28,650.00 $1,719.00 $30,369.00 $2,976.16 $33,345.16 ew upsized cold water trunk line. $4,200.00 $252.00 $4,452.00 $436.304 888.30 Proposal PROJECT NAME: HeatCOn ADDRESS: 480 Andover Park East Property Manager: Doug Myron/Amy Myron Prepared by: Bill Johnson Date: 10/6/2015 Revised: 11/27/2015 M/U Tax # Cate Ory Description Price 6% Sub Total 0.098 Total Permit $1,000.00 $60.00 $1,060.00 $103.88 $1,163.88 Concrete cut and patch, trenching and spoils removal $12,500.00 $750.00 $13,250.00 $1,298.50 $14,548.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTAL PLUMBING: $107,251.54 08 MECHANICAL (HVAC) Price M/U Sub Total Tax Total 0 Remove all dud from roof surface, install six (6) 3 ton HVAC $75,416.00 $4,524.96 $79,940.96 $7,834.21 $87,775.17 gas/electric RTU's (Roof top uniots) AC unit for elevator mexhanical room, T-Stats, ductwork, grills and diffusers roof curbs, engineering, misc. Work at Plan column 2-5 o Plan column 5-8. Demolition of all rooftop ductwork, curbs $56,364.00 $3,381.84 $59,745.84 $5,855.09 $65,600.93 and distribution equipment, Install 1 ea 3 ton and 1 ea 4 ton HVAC units and 2 ea 5 ton gas/electric RTU's, t-stats, grills diffusers, _ - - - - - - - - _ - _ _ TOTAL MECHANICAL (HVAQ: $153,376.11 09 FIRE 8 LIFE SAFETY Price M/U Sub Total Tax Total Modify existing fire sprinkler system to include relocation of $16,016.00 $960.96 $16,976.96 $1,663.74 $18,640.70 existing sprinkler heads and lines, new sprinkler heads at restrooms, mechanical room, New sprinkler heads at new ceiling south second floor $4,419.00 $265.14 $4,684.14 $459.05 $5,143.19 Supply and install fire alarm upgrade to accommodate new ADA $6,889.00 $413.34 $7,302.34 $715.63 $8,017.97 fire code and coverage requirements with hom/strobe units at warehouse area Install new fire alarm panel for office area , include smoke det, $14,303.00 $858.18 $15,161.18 $1,485.80 $16,646.98 horn/strobe inside and out, contacts, sprinkler interface, pull stations, communicator, elevator recall, relocation of existing wiring, conduit (when required) Permit allowance $1,500.00 $90.00 $1,590.00 $155.82 $1,745.82 - ---------------- --TOTAL FIRE_ $50,194.65 10 FLOOR FINISH Price M/U Sub Total Tax Total Supply and install carpet # 1 767 yds $15,434.00 $926.04 $16,360.04 $1,603.28 $17,963.32 Supply and install 167 yds sheet vinyl in restrooms $10,055.00 $603.30 $10,658.30 $1,044.51 $11,702.81 Install and supply 1080 lin It rubber base $1,845.00 $110.70 $1,955.70 $191.66 $2,147.36 Rubber base stair treads 40 ea $5,042.00 $302.52 $5,344.52 $523.76 $5,868.28 Rubber tile stair landings $769.00 $46.14 $815.14 $79.88 $895.02 Ceramic tile at reception $2,775.00 $166.50 $2,941.50 $288.27 $3,229.77 Anti fracture membrane at ceramic tile reception $491.00 $29.46 $520.46 $51.01 $571.47 Ceramic tile sealer $132.00 $7.92 $139.92 $13.71 $153.63 0 Inc. in Demo Modual Grind exposed aggrigate at reception to allow for ceramic tile $0.00 $0.00 $0.00 $0.00 $0.00 0 Same Demo and dispose of existing carpet, base . $0.00 $0.00 $0.00 $0.00 $0.00 0 Same Scrape glue at sub floors to allow for carpet and sheet vinyl $0.00 $0.00 $0.00 $0.00 $0.00 Supply and install 304 yds cpt 2 $6,286.00 $377.16 $6,663.16 $652.99 $7,316.15 Install 480 Ift of rubber base2nd floor $800.00 $48.00 $848.00 $83.10 $931.10 Demo carpet and dispose 2nd floor $1,250.00 $75.00 $1,325.00 $129.85 $1,454.85 Scrape adhesive at sub floor 2nd level $1,714.00 $102.84 $1,816.84 $178.05 $1,994.89 _ _ __TOTAL FLOOR: $54,228.66 11 CEILING, INSULATION Price M/U Sub Total Tax Total New ceiling grid at second floor, new ceiling tile, seismic $32,000.00 $1,920.00 $33,920.00 $3,324.16 $37,244.16 upgrade at remaining t-bar system. 0 Insulation at exterior walls R-21, Insulate interior walls for sound $3,944.00 $236.64 $4,180.64 $409.70 $4,590.34 as indicated on drawing R-11. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 _ _ - - -_TO_TA_L_C_E_IL_I_NG__IN_SU_L_A_TIO_N_6_ROOFING: $41,834.50 12 RAMPS, RAILINGS & Price M/U Sub Total Tax Total 0 MEZZANINE $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Proposal PROJECT NAME: Heatcon ADDRESS: 480 Andover Park East Property Manager: Doug Myron/Amy Myron Prepared by: Bill Johnson Date: 10/6/2015 Revised: 11/27/201S f- nniT1 r-7--i # Category Description Price 6% Sub Total 0.098 Total _ __ ________________T_O_TA_LR_AM_P_S_,_RA_ILI_N_G_S_8M_E_Z_ZA_NIN_ES_: 0.00 15 ELEVATOR PIT 8 CAR Price M/U Sub Total Tax Total Elevator work will be addressed as a change order once the building $0.00 $0.00 $0.00 $0.00 $0.00 department has determined the necessity of this expense. For now the budget numbers can be found under alternates at the end of this proposal form. $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 _ ___ _ _ _ _ _ _ _____ TOTAL _INNS _I_MP_RO_V_E_M_EN_TS_: $0.00 16 PARKING LOT EXPANS. PfICe M/U Sub Total TeX Total REMOVE AND REPLACE $0.00 $0.00 $0.00 $0.00 $0.00 WINDOWS AND MULLIONS $0.00 $0.00 $0.00 $0.00 $0.00 0 Remove and replace exterior windows with insulated glass $61,424.00 $3,685.44 $65.109.44 $6,380.73 $71,490.17 annodized mullions, entry storefront system. o Site knockdown of vegitation at parking lot expansion, apply gravel. $11,890.00 $713.40 $12.603.40 $1,235.13 $13,838.53 o Add 6" ballast to ditch in parking expansion area $3,450.00 $207.00 $3,657.00 $358.39 $4,015.39 TOTAL EXTERIOR: $89,344.08 CONTRACTOR'S COSTS $40,891.47 Includes Tax $792,818.49 17 Ahemate Price M/U Sub Total Tax Total 0 (Add to price above) $0.00 $0.00 $0.00 $0.00 $0.00 0 (Add to price above) ADA Ramp with railing system. (ALLOWANCE) $16,500.00 $990.00 $17,490.00 $1,714.02 $19,204.02 Labor and material to provide a concrete pit per elevator supp. $31,500.00 $1,890.00 $33,390.00 $3,272.22 $36,662.22 to include saw cutting, excavation, form work, concrete and rebar connections per pit requirements. Engineering, equipment rental, temp safety beam required $63,000.00 $3,780.00 $66,780.00 $6,544.44 $73,324.44 by elevator installer and OSHA, (ALLOWANCE) Roof modification 2 Phone line connection, fire alarm and sprinkler modification, $17.590.00 $1.055.40 $18,645.40 $1,827.25 $20,472.65 Supply elevator car, mechanical lift system and components $59,785.00 $3,587.10 $63,372.10 $6,210.47 $69.582.57 Electrical circuits, lighting, mechanical room connections to include $11.500.00 $690.00 $12,190.00 $1,194.62 $13,384.62 HVAC Safety disconnect, permit. Elevator Budget ( Data base allowance and historical data) $213,426.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 v7i201s 4 i Otis Elevator Company North American Area 3315 South 116" Street Seattle, WA 98168 December 16, 2015 Johnson TI 19613 8 1 " Ave. S. Suite H Kent, WA 98032 Attn: Estimating Reference: TUKWILA Project FILE (;— BUDGET Elevator Proposal Otis A United Technologies Company "4 f 1.... ,..J JAN 11 2016 PERMIT CENTER We will furnish and install one (1) Otis Passenger HydrofitTM, hydraulic elevator for the above project per information provided and our proposal with any clarifications noted below and in accordance with our standard terms & conditions for the price of - One (1) HydrofitTM Hydraulic Elevator (3500 lb. at 125 fpm) TOTAL: $110,000.00 ORRECT*N Alternate : , T R # 1. Provide and install pit ladder by Otis ... ADD $550.00 per car Washington State Sales Taxes are NOT INCLUDED. REVISION. . REVIEWED FOR CODE COMPLIANCE APPROVED FEB 01 2016 k City of Tukwila BUILDING DIVISION Budget Quote Page 2 The following clarifications apply: 1) Our price is based on mutually agreeable contract terms and conditions and schedule. 2) Our bid is based on a lintel being installed at 10'-0" above the finished floor at the top floor and floor to floor height greater than 12' 0" to facilitate entrance installation. 3) Our bid is based on the material lay down area being located adjacent to the hoistway at the lowest level. 4) Our bid is based on the following hoistway size at 125 fpm: ELEVATOR WIDTH DEPTH PIT OVERHEAD Car 1 8'-6" 6'-1" 49-0" 13'-0" 5) Protection after installation will be installed by others. 6) All rail support including hoistway divider beams shall be provided by others at required locations including intermediate rail support for any long floor height and in overhead. Support must be steel or concrete. Minimum distance between supports is 12'-0". 7) We will need additional rail support between the elevator Hoistway and the stairwell. 8) Our price is based on GC leaving front walls open for installation. 9) Our proposal is based on providing standard Otis fixtures and configurations for each car and standard cab interior panels and configurations. 10) GC to provide and install a hoisting/safety beam capable of withstanding a maximum net live load of 5000 lb. Otis requires 4" clear above the beam. Must be removed before car is placed in operation if it infringes on required clearance. 11) We will remove all packing materials, waste and debris produced by our operation to a contractor provided on -site dumpster. Final disposal of dumpster materials is the responsibility of the contractor. 12) Temporary use is available as follows: a) Permit: $2,000.00 b) Daily use rate: $50.00 c) Refurbishment after usage: Billed at time and material 13) Our bid is based on providing one (1) pre -inspection and one (1) inspection as required by State of WA. Any additional pre -inspections and/or inspections necessary due to others shall be as an extra 14) Our bid is based on manufacturing lead-time of 13 weeks after approvals, signed contract and initial payment. 15) The timely furnishing of approvals, a completed hoistway for our uninterrupted use & power with permanent characteristics at manning of job. 16) Our hoistway entrances do not require you to furnish steel angles to support each hoistway lobby sill. Otis uses an entrance arrangement eliminating the need for this angle and the associated material and labor costs. Our sills also do not require grouting under the sill, but may require grouting between the face of the sill and the finished floor (grouting by others). 17) On -site storage, approximately 20' x 25' (per elevator) adjacent to the hoistway at bottom landing is required. A charge will be assessed for any double handling or re -transportation of elevator material required by the general contractor/owner or agent thereof. If off -site storage is necessary, charges will be assessed for double handling and transportation, plus monthly storage. Budget Quote Page 3 18) Our bid is based on 35% of the contract value being paid at the time of equipment ordering/approval, 50% upon delivery of material and 15% labor with al0% retention. 19) Our price does not include naming other parties as additional insureds but we will provide an Owners and Contractors Protective Liability policy. We do not waive our or our insurer's rights of subrogation. 20) We do not offer a deduct for participation in an OCIP or Wrap Insurance Program This proposal is submitted with the understanding that any contract resulting therefrom will be subject to review and mutual acceptance of all terms and conditions contained therein. It is conditioned on neither party being liable to the other for any loss, damage or delay due to any cause beyond either party's reasonable control, including but not limited to acts of government, strikes, lockouts, fire, explosion, theft, weather damage, flood, earthquake, riot, civil commotion, war, mischief or act of God. Under no conditions, shall either party be liable for liquidated, special, indirect, or consequential damages in contract, tort, including negligence, warranty or otherwise, notwithstanding any indemnity provision to the contrary. Notwithstanding any provision in any contract document to the contrary, our acceptance is conditioned on being allowed additional time for the performance of the Work due to delays beyond our reasonable control. The above quotation is based on all work being performed during our regular working hours and on the job site conditions outlined in the section, "Preparatory Work by Others" prevailing at the beginning and during installation of the elevator equipment. The section "Preparatory Work by Others" is included as ATTACHMENT `A'. This a budget quotation. We appreciate the opportunity to submit this quotation and look forward to working with you. Sincerely, OTIS ELEVATOR COMPANY David Messina David.Messina@Otis.com Sales Representative — New Equipment Budget Quote Page 4 SCOPE OF WORK Quantity & Type Capacity & Speed Landings / Rise Power Supply Operation Machine Room Clear Car Inside One (1) HydrofitTM Hydraulic Elevator 3500lbs @ 125FPM 2 & TBD 208 Volts, 3 Phase, 60 Hertz (VERIFY) Microprocessor control Adjacent to Hoistway at the Main Landing TBD bassed on selected interior Car Enclosure Satin stainless steel car fronts and door with plastic laminate panels (Otis Selections). Stainless steel finished canopy with 4-LED lights. Finished flooring by others Brushed Steel Finish, Side tubular round handrails, 1 '/2". Finished flooring by others. Hoistway Entrances Single speed side -opening doors Y-0" wide x T-0" high, Steel painted enamel finish (Otis Selections), Aluminum sills Signals In -Car Direction Lantern Standard Otis Standard fixtures with satin stainless steel finish Digital car position indicator with audible floor passing signals Illuminated car & hall buttons Constant Features Full Collective Operation Infrared multi -beam door reversal device Remote elevator monitoring REM® ready Firefighters' Service Phase I and Phase II Handicapped & Braille markings Additional Features ADA compliant hands -free telephone One (1) Operations and Maintenance Manual Code Complies with ANSI A17.1, State of WA, & A.D.A. Maintenance Twelve (12) months included Budget Quote Page 5 ATTACHMENT `A' - PREPARATORY WORK BY OTHERS To complete this installation, the following items must be performed or furnished by trades other than Otis Elevator Company in accordance with governing codes. The price and installation schedule of Otis Elevator Company is based on these job -site conditions prevailing at the beginning and during installation of the elevator equipment. You agree to the following: All work to be performed per the latest revision of the applicable national code: • ASME A17.1 (U.S.). 1. TO FURNISH adequate rail -bracket supports, bracket spacing as required by governing code, from pit floor to top of hoistway. For steel or wood frame construction, adequate backing for a rail bracket to be installed not less than 10'3" or more than 11'3" from the top landing. Separator beams where required. Rail -bracket supports like steel or concrete shall not encroach into the clear hoistway line. Supports to the clear hoistway line should it be necessary to support rail brackets from the web of a beam or other structures beyond the clear hoistway line. 2. TO FURNISH a dry pit reinforced to sustain impact loads on cylinder head(s) and buffer(s). Hoistway, pit and machine room dry and clean. 3. TO NOTE AND COMMUNICATE TO OWNER that the elevator pit has a floor drain/sump pump which is or may be connected directly to a storm drain or sewer. In the event of an elevator oil leak, oil may enter the floor drain an activate the sump pump resulting in oil being drained or pumped in violation of local, state or federal law. The floor drain or sump pump should lead to a holding tank rather than a sewer or uncontained area. Otis Elevator Company recommends owner verify system is in compliance with all applicable laws. 4. TO DESIGN, FURNISH, AND INSTALL hoistway walls in accordance with the required fire rating including where penetrated by elevator -fixture boxes and rail -bracket fastenings, and are to include adequate fastening to hoistway entrance assemblies. Additional sill angle support will be necessary with the 4'0" m) and 4'6" two -speed door arrangements (4500 & 5000 lb. cars) . One front- entrance wall, at the main landing, is not to be constructed until after all elevator material is located in the hoistway. Remaining front entrance walls are not to be constructed until after door frames and sills are in place. If front walls are poured concrete bearing walls, rough openings are to be provided to accept entrance frames and filled in after frames are set. Rough opening size to suit Otis Elevator Company. 5. TO PROVIDE plumb vertical surfaces for entrance -sill supports, one above the other, and square with the hoistway. Finished floor and grout, if required, between door frames to sill line. A horizontal support is to be provided 1 foot above the clear opening at the top landing to support the door frame assembly. 6. TO PROVIDE any cutting, including cutouts to accommodate machine -room piping, hall - signal fixtures, patching, and painting of walls, floors, or partitions together with finish painting of entrance doors and frames, if required. 7. TO FURNISH a crane to place the cylinder assembly in the hoistway prior to enclosing the top of the hoistway, at no cost to Otis. 8. TO PROVIDE suitable, dry storage for all elevator equipment in close proximity to elevator hoistway at ground level. Budget Quote Page 6 9. TO PROVIDE a properly framed and enclosed legal hoistway, including venting as required by the governing code or authority, ready for uninterrupted use by Otis Elevator Company at an agreed upon date. 10. TO FURNISH all electrical power for light, tools, hoists, welding, etc., during erection. At no cost to Otis. 11. TO PROVIDE guarding and protection of the hoistway during construction. The protection of the hoistway shall include solid panels surrounding each hoistway opening at each floor, a minimum of 4'0" high. Hoistway guards to be erected, maintained and removed by others. 12. REGARDING TEMPORARY USE OF ELEVATORS: Should any elevator be required for use before substantial completion, others shall provide without expense to Otis Elevator Company, if required, temporary car enclosures, requisite guards or other protection for elevator hoistway openings, mainline switch with wiring, necessary power, signaling devices, lights in car and elevator operators together with any other special labor or equipment needed to permit this temporary usage. Otis Elevator Company shall be reimbursed for any labor and material that is not part of the permanent elevator installation and that is required to provide temporary elevator service. In addition, Otis Elevator Company's temporary acceptance form shall be executed before any elevator is placed in temporary service, and the cost of power and operation, maintenance of the equipment and rehabilitation of equipment shall be paid for by others. When an elevator is used for temporary service, the completion date may, as a result of the temporary service, be extended by Otis Elevator Company. Otis Elevator Company shall provide notice of the extension at the time the elevator is made available for the temporary service. 13. TO PROVIDE trenching and back -filling as necessary to accommodate remote machine -room conditions. 13A. TO PROVIDE removal of spoils from well -hole excavation. Drilling and casing ARE NOT INCLUDED. 13B. TO PROVIDE pit -floor cutout, size and location as required by Otis, to accommodate cylinder assembly. Patching of pit floor after setting of cylinder assembly to accommodate a water -tight condition. 14. TO PROVIDE a fixed vertical iron ladder to pit as required by governing code. 15. TO PROVIDE AND INSTALL a hoisting beam capable of withstanding a maximum net live load of 5000 lb. Otis requires 2" clear above the beam. Must be removed before car is placed in operation if it infringes on required clearance. 16. TO FURNISH a suitable machine room with legal access and ventilation. The machine room is to be maintained at a temperature between 60°F (15.5°C)and 100°F (37.8°C) to be measured 6 feet (1830 mm) above the floor and 1 foot (305 mm) out from any part of the car controllers, drives, and motors. Areas near the heat exhausts of the controllers, drives, and motors may be excepted from this requirement. Relative humidity is not to exceed 95% non -condensing. 17. TO PROVIDE elevator -lobby smoke detectors, located as required, with wiring from the sensing devices to a controller designated by Otis. For each group of elevators, a normally Budget Quote Page 7 closed contact from the smoke detector at the designated return landing. Also a normally closed contact representing all other smoke detectors at lobbies, machine rooms, and hoistway smoke detectors. If a smoke detector is located in the hoistway at or below the lower of the two designated return landings, it shall be wired to activate the same normally closed contact as the smoke detector located in the lobby at the lower of the two designated return landings. If sprinklers are installed in the hoistway, machine room, or machinery spaces, a means to automatically disconnect the main line power supply of the effected elevator prior to the application of water. Smoke detectors shall not be used to activate sprinklers in hoistways, machine rooms or machinery spaces or to disconnect the main line power supply. 18. TO PROVIDE all 125 volt, 15 or 20 ampere single phase receptacles installed in pits, machinery spaces and elevator -car tops. Single phase receptacle shall be of ground -fault circuit -interrupter type. All 125 volt, 15 or 20 ampere single-phase receptacles installed in machine rooms shall have ground -fault circuit -interrupter protection [620-85]. A separate single phase receptacle supplying a permanently installed pit sump pump shall not require GFCI protection. 19. TO PROVIDE a three (3) phase, electrical -feeder system with a separate equipment grounding conductor terminating in the machine room. Size of the feeders and grounding conductor to suit elevator power characteristics. A fused disconnect switch or circuit breaker for each elevator per the National Electrical Code (ANSI/NFPA 70) with feeder or branch wiring to controller [620-51]. Where practical, the disconnect means shall be located adjacent to the door of the machine room enclosure. A separate 120 volt AC, 15 ampere single phase branch circuit and SPST fused disconnect switch or circuit breaker, arranged to be locked in the open position, to supply the car lights, receptacles, auxiliary lighting power source and ventilation on each car in compliance with the National Electrical Code. Branch circuit wiring to each controller [620-53]. Suitable light and convenience outlets in machine room with light switches located within 18" (456 mm) of lock jamb side of machine room door and a convenience outlet and light fixture in pit with switch located adjacent to the access door [620-23]. Electric power for light, tools, hoist, etc.; during installation as well as electric current for starting, testing and adjusting the elevator. Note: Three (3) phase power must be available prior to beginning installation. �� I � 'VISION PRoJEcr Prop NAME: Heatcon: Elevator Cost � y NO. �� `iO><lilEV `ON i.T R � I ADDRESS: 480 Andover Park East Property Manager: Doug Myron/Amy Myron Prepared by: Bill Johnson Date: 12/14/201S Revised: # Category Description Price 8%; Sub Total 0.098 Total )1 GENERAL CONDITIONS 2 $475.00 Man lift 36' wide with 25 foot verticle lift capacity 1st floor to roof structure $950.00 $76.00 $1,026.00 $100.55 $1,126.55 2 $450.00 block and tackle, puly rigging $900.00 $72.00 $972.00 $95.26 $1.067.26 10 $65.00 Material pick up, delivery, mileage $650.00 $52.00 $702.00 $68.80 $770.80 .40 $65.00 Project manager $2,600.00 $208.00 $2,808.00 $275.18 $3,083.18 110 $48.70 Superintendent (On Site) $5,357.00 $428.56 $5,785.56 $566.98 $6,352.54 12 $ Clerk $211.25 $16.90 $125.00 $27110.25 $235.52 325 0.65 $o.ss Mileage for dump truck (haul fee) rILE $211.25 $16.90 $1,125.00 $110.25 25 $1,235.25 i Job dumpster $1,200.00 $96.00 $1.296.00 $127.01 $1,423.01 Construction clean progressive $675.00 $54.00 $729.00 $71.44 $800.44 $0.00 $0.00 $0.00 $0.00 $0.00 -- --------------- TOTAL GENERAL CO_NDITION_S: -------------------------- - - - - $16,163.55 )2 DEMOLITION Price M/U Sub Total j Tax i Total as $35,W Saw cut 8' x 4' opening in first floor. Cut back joist and sub floor $1,505.00 $120.40 $1,625.40 $159.29 $1,784.69 8 $35.00 set man lift sid by side with work platform $280.00 $22.40 $302.40 $29.64 $332.04 e $35.00 set up rigging at roof structure, remove 4 x 9 purlins at roof framing $280.00 $0.00 $280.00 $0.00 $280.00 45 $35.00 Cut opening in roof, drop material off roof to back of bkfg $1,575.00 $126.00 $1,701.00 $166.70 $1,867.70 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 - - - - - - - - -"- - - - - - - - TOTAL_DE_MO_LITION: $4,264.42 Ds FRAMING & GNB Price M/U Sub Total Tax Total 35 $42.80 Set new 4 x 0 purlin at underside of roof opening per drawing. $1,498.00 $119.84 $1.617.84 $158.55 $1,776.39 24 $42.80 Hang cross beams between full length purlins at short side of roof opening $1,027.20 $0.00 $1,027.20 $100.67 $1,127.87 48 $42.80 Install 2 x 6 rafters/nailers between 4 x 9 purlins $2,054.40 $164.35 $2,218.75 $217.44 $2,436.19 25 $42.80 Frame poney wall on top of roof deck at sides of opening $1,070.00 $85.60 $1,155.60 $113.25 $1,268.85 34 $42.80 Apply sheeting and insulation to exterior of new poney walls $1,455.20 $116.42 $1,571.62 $154.02 $1,725.63 16 $42.80 Set cant strip at transition of new poney wall and roof structure $684.80 $54.78 $739.58 $72.48 $812.06 32 $42.80 Set 9 x 16 GLB in raised roof enclosure to provide safety beam for elevator $1,369.60 $109.57 $1,479.17 $144.96 $1,624.13 48 $254.00 Frame elevator shaft walls from grade first floor to underside of roof structure $12,192.00 $975.36 $13,167.36 $1,290.40 $14,457.76 51 $75.00 Install fire bloking, sheet rock and sheet straps to new shaft walls $3,825.00 $306.00 $4,131.00 $404.84 $4,535.84 -- --------------- -- T_O_T_A_L_F_R_A_M_I_NG__&GWB: - - - $29,764.72 D4 ROOFlNG and PLASHING Price M/U Sub Total Tax Total o Supply and install flashing at base of poney wall (framed to elevate portion $650.00 $52.00 $702.00 $68.80 $770.80 of roof for proper clearance of elevator) Apply ridged insulation at deck and on roof extension $1,600.00 $128.00 $1,728.00 $169.34 $1,897.34 Roof area around new penetrations $5,500.00 $440.00 $5,940.00 $582.12 $6,522.12 OS FlNISH CARPENTRY, -_-TOTAL .00FANDFLASHING: •-•• K $9,190.26 Price M/U Sub Total Tax Total MILLWORK, CASEWORK & + i' ° ' , ` I U r_' 'A ) L A $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 HARDWARE $0.00 $0.00 $0.00 $0.00 $0.00 JAN 1 1 2016 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 o $0.00 $0.00 $0.00 $0.00 $0.00 PERMIT CENTER $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTAL FINISHES: ICAL------- -------------------------------------------------- Suppy and install sub panel for elevator mechanical room and car lift equip. Install circuils-forAightin switching and mechanical AC for cooling of REVIE sRiaBir c6Frsupp and install emergency shut off switch for lift equip. �OODE COMPLIANCE e4 APP rlJstry appl" tion submittal and permit FEB 1 2016 TOTAL ELECTRICAL: $1.500.001 $120.001 $1,620.001 $158.76 + �Igs all n�d plumb cond,sate drain for mechanical AC unit to include trap I $4,300.00 I $344.00 $4,644.00 I $455.11 City 0 p � concre and install floor drain in mechanical room. SUILDIN �a�,puttiq��e�irtco unction with restroom modifications and elevator +nr2o!6 $1, 778.76 $5,099.11 110 In Proposal PROJECT NAME: Heatcon: Elevator Cost ADDRESS: 480 Andover Park East Property Manager: Doug Myron/Amy Myron Prepared by: Bill Johnson Date: 12/14/2015 Revised: Revised FLOOR FINISH Plumbing permit application and permit TOTAL PLUMBIN Supply and install 2 ton AC wall hung unit in mechanical room with exhaust fan on switch. (Comfort Mechanical) Mechanical permit TOTAL MECHANICAL (Hm ----------------------------------------------- Supply labor and material to install fire sprinkler heads in mechanical room. existing fire suppression system will require modification , (FSI Brett Morrison) Supply and install rate of rise (ROR) detectors to be connected to existing fire alarm system. Supply and install 2 ea phone lines. One in elevator car and one back up required by code. TOTAL FIRE: ------------------------------------------------- Supply material and labor to apply 2 part epoxy floor finish in mechanical room. (G & W Floor) Sub Total $1,500.00 $0.00 I $120.00 $ I $1 620.00 $I $1$ .00 I 0.00 0.00 $6,8$0.87 00 $1,500.00 $120.00 $1,620.00 $158.76 $1,778.76 $13,044.24 $1,800.00 $144.00 $1,944.00 $190.51 I $2,134.51 00.00 $12$O.00I 96.00 $$OOOI $12 96.00 27.01 $1$O.00I 23.01 $14$0.00 O.00I $0.00 $0.00 $0.00 $0.00 $0.00 $6,877.87 TOTAL FLOOR: IN§ULATION Price M/U Sub Total Tax Frame 6" 25 G metal ceiling rafter system over mechanical room. Hang $1,800.00 $144.00 $1,944.00 $190.51 5/8" type'x' sheet rock on underside of framing. Provide 3 1/2" rock wool in walls and ceiling of mechanical room for sound $1,350.00 $108.00 $1,458.00 $142.88 TOTAL CEILING, INSULATION: 727.43 $1,600.88 $3,735.40 Price M/U Sub Total Tax Total $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 7 /7/201F Proposal PROJECT NAME: Heatcon: Elevator Cost ADDRESS: 480 Andover Park East Property Manager: Doug Myron/Amy Myron Prepared by: Bill Johnson Date: 12/14/2015 Revised: Revised I M/U I # Category Description Price 8% Sub Total 0.098 Total TOTALRAMPS, RAILINGS 6 MEZZANINES: 0.00 Ti ELEIT 8VATOR PCAR _ _ _ _ _ _ _ _ _ _ _______ Price M/U Sub Total Tax Total Saw cut concrete floor for elevator pit, form walls and pour, install floor drain $18,700.00 $1,496.00 $20,196.00 $1,979.21 $22,175.21 on oil/water seperation system on floor of pit. Pour and finish floor surface seal with 2 part sealant. (Coast to Coast, Mark Sanders) Install elevator and required equipment per attached Otis Elevator proposal $76,890.00 $6,151.20 $83,041.20 $8,138.04 $91,179.24 Finish elevator entry, signage, handrails, floor finish $4,500.00 $360.00 $4,860.00 $476.28 $5,336.28 $0.00 $0.00 $0.00 $0.00 $0.00 --------------- TOTAL ELEVATOR, P!T B EQUIPMENT: -------------------------------------------- $118,690.73 18 Price M/U Sub Total Tax Total $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 o $0.00 $0.00 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 $0.00 $0.00 0 $0.00 $0.00 $0.00 $0.00 $0.00 TOTAL EXTERIOR. $0.00 CONTRAC'TOWS COSTS $14,911.92 Includes Tax $223,432.06 17 Alternate Price M/U Sub Total Tax Total 0 (Add to price above) $0.00 $0.00 $0.00 $0.00 $0.00 0 (Add to price above) $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 1 $0.00 $0.00 $0.00 $0.00 $0.00 1 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.001 $0.001 $0.00 1 $0.00 1 $0.00 1/7/2016 1 LPG REVIEWED FOR CODE COMPLIANC APPROVED FEB 01 2016 City of Tukwila BUILDING DIVISION �?�'11SION NO, ✓ g- s vORREMON LTR#..-I.--....__. `A ILA JAN 1 1 2016 r ELRNIIT CrENTER m 71 � City Tuk%Wila tUAILOING DIVI.SION 111 SHUTLER ` - CONSULTING = = ENGINEERS, Inc. 12503 Bel -Red load, Suite 100 Bellevue, Washington 98005 (425) 4504075 FAX (425) 4504076 STRUCTURAL CALCULATIONS FOR: REVISED STAIR OPENING -- 480 ANDOVER PARK EASTQ TUKWILA, WASHINGTON ARCHITECT: SYNTHESIS PLLC 12503 BEL-RED RD, SUITE 101 BELLEVUKVA 98005 (206) 646-4141 DESIGN CRITERIA: CODE .................................. FLOOR LIVE LOAD ................ WIND LOAD ......................... SEISMIC ZONE ..................... JOB 480 Andover SHEET NO. COVER OF CALCULATED BYjch DATE 1/11/2016 CHECKED BY DATE SCALE JOB NUMBER 16-04.01 FILE -3 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 01 2016 City of Tukwila BUILDING DIVISION G • Ht�1 ov Wq' 7gpv 75 7 ' sL VS0 INTERNATIONAL BUILDING CODE, 2012 EDITION 75 PSF (INCLUDES 15PSF FOR PARTITIONS) NA SITE CLASS'D', Sds=0.961, Shc=0.536, Ie=1.0 ALLOWABLE SOIL BEARING IS ASSUMED TO BE 2000 PSF PER ORIGINAL STRUCTURAL DRAWINGS DATED SEPTEMBER, 1981. SOILS ENGINEER TO VERIFY IN THE FIELD. 1AN 1 1 2016 .ORREMON ISION�T^�� PERMIT CENTER p lcl ' o0&1 I M1 SHUTLER �- CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 JOB SHEET NO. OF CALCULATED BY DATE I` `F' Ao FAX (425) 450-4076 SCALE Y • C OV 1 i 60 ,/ , SHUTLER _�- CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 j t Bellevue, WA 98005 1 ra?si Arn_amr l JOB M Amod V k-e- SHEET NO. // OF rl CALCULATED BYy/ _ DATE/ Design Maps Summary Report http://ehpl-earthquake.cr.usgs.gov/desigmnaps/us/summaryphp?temp... MUM Design Maps Summary Report User -Specified Input Building Code Reference Document 2012 International Building Coue (which utilizes USGS hazard data available In 2008) Site Coordinates 47.450N, 122.25°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III i C � s, a Vagh a i SEATJt (' TACOAA 001 r A*POR r 1� 4 , ' ,Desffloines USGS-Provided Output €NTON I ssau11 IfUhlJ - ' V woton �T Maple Valley 'Kent Ss = 1.442 g SMs = 1.442 g SpS = 0.961 g S1 = 0.536 g S,,11 = 0.805 g SD1 = 0.536 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 1.65 1.50 1.35 1.20 1.05 y 0.75 0.60 0.45 0.30 0.1 s 0.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 2.00 Period, T (see) MCEA Response Spectrum 1.30Design Response Spectrum 1.00 0.90 0.20 0.70 0 0.60 H 0.50 F\ 0.40 0.30 0.2n 0.10 0.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.20 2.00 Period, T (sec) Although this Information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. IofI 1/4/2016 4:15 PM. City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director March 7, 2016 JOHN LLACUNA 12503 BEL-RED RD STE 101 BELLEVUE, WA 98005 RE: Application No. D15-0094 VACANT SPACE 480 ANDOVER PARK E Dear JOHN LLACUNA: Permit application D 15-0094 for the work proposed at VACANT SPACE (480 ANDOVER PARK E) has not been issued by the City of Tukwila Permit Center. Per the International Building, Residential, and Mechanical Codes as well as the Uniform Plumbing Code and/or the National Electric Code, every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire 04/24/2016. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is completed for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. OTC 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that your permit is not issued, we do not receive your written request for extension, or your request is denied your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D15-0094 Tukwila City Hall - 6200 Southcenter Boulevard - Tukwila, WA 98188 - 206-433-1800 - Website: TukwilaWA.gov March 16, 2015 City of Tukwila Department of Community Development 6300 Southcenter Boulevard Suite #100 Tukwila, Washington 98188 RE: 480 Andover Park East - Remodel Permit #D 15-0094 The attached drawings show a number of changes the owner would like to make to the existing permit referenced above. The changes involve retaining a First Floor Office due to load bearing walls, adding a First Floor Shower and lowering the Second Floor Ceiling for HVAC ducting. Please review and approve the above at your earliest convenience. If you have questions or need additional information, please do not hesitate to contact me. Sincerely, Randy Brown Principal Architect cc: John Lombard Enc: (4) Sets Revised Drawings ;,iEVISION NO,? RECEIVED CITY OF TUKWILA MAR 1-1 2016 PERMIT CENTER Sow q 12503 Bel -Red Road, Suite 101 Bellevue, WA 98005 425.646.1818 i ' 7 JAN 1 1 2016 PERMIT CENTER January 11, 2016 SYN ` PLLC' THE FUSION 0 ' ARCHITECTURE, DESIGN TECHNOLOGY &PEOPLE Bill Rambo t� City of Tukwila C O R R E CT ON 6300 Southcenter Boulevard Suite #100 Tukwila, WA 98188 LTR# RE: Development Permit Application #D 15-0094 Vacant Space — 480 Andover Park E We are responding to permit application comments dated November 30, 2015. The following outline provides each of the City comments in italics along with a narrative response describing how each comment is addressed. Modifications to the drawings are clouded. BuildingDeuartment 1. In addition to the additional scope of work indicated on the cover sheet, specify the new elevator (shown on the plan) and indicate structural alterations for the new configuration. Response: Per IBC Section 3411.7, the elevator has been removed from the scope of work. The cost to install a new elevator exceeds 20% of the total project cost. The General Contractor has prepared a cost analysis according to his discussions with Kevin Ellis, to qualify for the elevator exception. See attached documents from Johnson Tenant Improvement. 2. 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 of 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) Response: Added sheets A2.5 - Warehouse Exiting Plan and A2.6 — Office Exiting Plan that identify maximum travel distances, distances between exits and that the common paths of travel do not exceed 100'. Added note to the Reflected Ceiling Plans stating, "Electrical design -build contractor to provide emergency illumination with an average of 1 foot-candle (min 0.1 foot- candle) along the path of egress at the floor level." 3. Provide an occupancy load table. Indicate the square foot of occupied spaces with the number of occupants in those spaces. Provide a total occupant load for this tenant. Response: Added occupancy load calculation and plumbing fixture calculation on sheet T1.1. 4. East side of the building between grid 3 and 4 where the new stairway is located, there appears to be windows at the stair landing. Please clarify and if so specify safety glazing for those windows. Response: The wall and windows where the new stairway is located will be demolished to allow for the stairway installation. Revised drawing and note on sheet A2.2 - Second Floor Demolition Plan. DK7 12503 Bel -Red Road, Suite 101 Bellevue, WA 98005 425.646.1818 Bill Rambo, City of Tukwila RE: Development Permit Application #D15-0094, Vacant Space — 480 Andover Park E January 08, 2016 Page 2 of 2 5. On sheet A2.3 at grid lines 5-D, elevation symbol specOles 21/A9.1, 1 assume should be 211A3.2; please clarify. Response: Revised elevation symbol to 21/A3.2. 6. For the new ofce and stair layout provide engineers structural calculations with structural framing plans*Wldeiails for all new structural alterations of beams, columns and floor framing to include stairframing details.. Response: See new Structural Sheet 5-1.0 and Structural Calculations 7. In addition to the framing details, include details for elevator shaft framing, to include installation of the concrete elevator pit. Include specifications for elevator shaft and shaft ventilation. Include all specification and details for the elevator machine room. Response: The elevator has been removed from the scope of work. See response to Comment #1. 8. On sheet A2.4 second floor restroom names identifying Men's & Women's shall need to be swapped. Response: Swapped room names on sheet A2.4. 9. Show accessible parking within close vicinity of the entrance. At least one shall be van accessible and comply with 2009 ANSI 502.2. Response: Added accessible parking near the entrance on the Site Plan, added an enlarged plan of the accessible parking and parking sign detail. See Sheet T1.1. 10. All plan sheets and first sheet of calculations shall be wet stamped with wet signature of design professional in charge providing any documents. (See General Note above). Response: All sheets have been wet stamped. Please review and approve the above at your earliest convenience. If you have questions or need additional information, please do not hesitate to contact me. Sincerely, Att-16-- Randy Brown Principal Architect cc: Howard Banasky John Lombard Bill Johnson Enc: Revised Drawings: (2) Sets y City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director November 30, 2015 JOHN LLACUNA 12503 BEL-RED RD, STE 101 BELLEVUE, WA 98005 RE: Correction Letter # 2 & Revision #1 DEVELOPMENT Permit Application Number D15-0094 VACANT SPACE - 480 ANDOVER PARK E Dear JOHN LLACUNA, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 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" to be stamped and signed. [Electronic copies shall not be approved.] (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. In addition to the additional scope of work indicated on the cover sheet, specify the new elevator (shown on the plan) and indicate structural alterations for the new configuration. 2. 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) 3. Provide an occupancy load table. Indicate the square foot of occupied spaces with the number of occupants in those spaces. Provide a total occupant load for this tenant. 4. East side of the building between grid 3 and 4 where the new stairway is located, there appears to be windows at the stair landing. Please clarify and if so specify safety glazing for those windows. 5. On sheet A2.3, at grid lines 5-D, elevation symbol specifies 21/A3.1, I assume should be 21/A3.2; please clarify. 6. For the new office and stair layout provide engineers structural calculations with structural framing plans and details for all new structural alterations of beams, columns and floor framing to include stair framing details. 6300 Southcen.ter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 7. In addition to the framing details, include details for elevator shaft framing, to include installation of the concrete elevator pit. Include specifications for elevator shaft and shaft ventilation. Include all specification and details for the elevator machine room. 8. On sheet A2.4 second floor restroom names identifying Men's & Women's shall need to be swapped. 9. Show accessible parking within close vicinity of the entrance. At least one shall be van accessible and comply with 2009 ANSI 502.2. 10. All plan sheets and first sheet of calculations shall be wet stamped with wet signature of design professional in charge providing any documents. (See General Note above) 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, Bill Rambo Permit Technician File No. D15-0094 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 October 30, 2015 City of Tukwila Department of Community Development 6300 Southcenter Boulevard Suite #100 Tukwila, Washington 98188 RE: 480 Andover Park East - Remodel Permit #D 15-0094 The attached drawings show a number of changes the owner would like to make to the existing permit referenced above. The changes involve new exterior windows and metal siding at the office area and remodeling the first and second floor Restrooms, Offices and Breakrooms. A new elevator is proposed for accessibility. The new construction value for this permit is $625,000. A plan review fee of $2,808.70 is included with this resubmittal. Please review and approve the above at your earliest convenience. If you have questions or need additional information, please do not hesitate to contact me. Sincerely, 14t '__ Randy Brown Principal Architect cc: John Lombard Enc: (4) Sets Revised Drawings CORRECTION LTR#�- REVISIO'Nks -NO.-,` RECEIVED CITY OF TUKWILA NOV 0 2 2015 PERMIT CENTER 12503 Bel -Red Road, Suite 101 Bellevue, WA 98005 425.646.1818 b [ S I,.- 00q J4 vt October 30, 2015 Bill Rambo City of Tukwila 6300 Southcenter Boulevard Suite #100 Tukwila, WA 98188 RE: Development Permit Application #D15-0094 Vacant Space — 480 Andover Park E CORRE TION LTR# REVISION -,NO,.- We are responding to permit application comments dated May 7, 2015. The following outline provides each of the City comments in italics along with a narrative response describing how each comment is addressed. Modifications to the drawings are clouded. BuildingDepartment 1. Typically public restrooms doors are provided with door closers. Door hardware specified for the bathrooms show no closers provided which are not necessarily a requirement yet the janitor closed door 102 and hall door 104 shows a closer and key lock. Please clarify if this is the intent. Also clarify the intent of 104 to be lockable to prevent access yet the access could be through the men's/women's bathroom doors IOTA, 101B, 103A and 103B. Response: The Restroom plans and room numbering have changed, but the hardware at the Restrooms shall include closers. 2. If the bathroom doors are to have door closers, the clearance at the latch of door IO1B and 103B may not meet accessibility. Include in your clarification. Response: The Restroom plans and room numbering have changed, but the hardware at the Restrooms shall include closers. The new door clearances should meet accessibility. 3. In door notes #4, I could not find the door type FG. For clarification indicate if this is an error or specify where that door types is located. Response: The scope of work has changed and there is a door type FG (Full Glass) at the entrance. 4. Women's bathroom is extended to the wall of the adjacent office. The toilet fixtures shall be installed on that wall with plumbing. Please indicate if this wall is to be altered for plumbing and if the wall shall be provided with acoustical insulation between the adjacent offices. RECEIVED Response: The layout for the Women's and Men's restrooms have been revised. CITY OF TUKWILA Public Works Department NOV 0.2 2015 In accordance with WA State Department of Health guide lines for Group A Public Wi ERMIT CENTER Systems, Public Works has implemented a cross -connection control program to protect the public water system from contamination via cross -connection. Project includes alteration to plumbing system, therefore the entire plumbing system must be brought up to current code, including installation of approved backflow prevention for the domestic water, landscape irrigation and fire prevention line. 12503 Bel -Red Road, Suite 101 Bellevue, WA 98005 b)ls� on- 00qJ4 425.646.1818 Bill Rambo, City of Tukwila . RE: Development Permit Application #D15-0094, Vacant Space — 480 Andover Park E May 13, 2015 Page 2 of 2 a. Domestic Water The existing 1.5" Reduced Pressure Principle Assembly (RPPA) for premise isolation and 1" RPPA for in premise isolation are overdue for mandatory annual testing. Please have them tested and submit test reports to Public Works. b. Landscape irrigation The 1.5" Double Check Valve Assembly (DCVA) is overdue for testing. Please have the backflow tested and submit test report to Public Works. c. Fire Prevention The fire prevention backflow located inside the building consists of two single swing valves which are non -testable devices and don't meet the current code. The need to be replaced with a WA Department of Health approved Detector Double Check Valve Assembly (DDCVA) and the Siamese Fire Department Connection (FDC) in the south building wall shall be replaced with Storz Knox lockbox. Response: All Public Works requirements will be under a separate permit. Please review and approve the above at your earliest convenience. If you have questions or need additional information, please do not hesitate to contact me. Sincerely, Randy Brown Principal Architect cc: Howard Banasky John Lombard Enc: Revised Drawings: e City of Tukwila a Jim Haggerton, Mayor O Department of Community Development Jack Pace, Director October 27, 2015 John Llacuna Synthesis PLLC 12503 Bel -Red Rd, Suite 101 Bellevue, WA 98005 RE: Request for Application Extension Vacant Space — 480 Andover Park E Dear Mr. Llacuna, This letter is in response to your written request for an extension to Application Number D 15-0094. The Building Official has reviewed your letter and considered your request to extend the above referenced application. It has been determined that the City of Tukwila Building Division will be extending your permit application an additional 180 days, through April 24, 2016. If you should have any questions, please contact our office at (206) 431-3670 extension 1. Sincerely, Bill Rambo Permit Technician File: Permit D15-0094 WAPermit CenteAExtension Letters\Applications\2015\D15-0094 App Extension Letter.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 October 22, 2015 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 RE: Request for Application Extension 480 Andover Park E Permit # D15-0094 Dear Mr. Rambo, On behalf of our client, Heatcon Composite Systems, we are requesting an extension for permit #D15-0094. There have been changes to the scope of work which will be clouded in the drawings and outlined in a resubmittal letter. Sincerely, John Llacuna Architect cc: Howard Bonasky, Heatcon Composite Systems Request for Extension Current Expiration Date: I 0::— 1 .5 Extension Request: Approved for days ❑ Denied (provide explanation) Signature/Initials l 4cm aF 0^,LJ 2 20 5i pemTeWER 12503 Bel -Red Road, Suite 101 Bellevue, WA 98005 425.646.1818 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director September 10, 2015 JOHN LLACUNA 12503 BEL-RED RD, STE 101 BELLEVUE, WA 98005 RE: Application No. D15-0094 VACANT SPACE 480 ANDOVER PARK E Dear JOHN LLACUNA: Permit application D15-0094 for the work proposed at VACANT SPACE (480 ANDOVER PARK E) has not been issued by the City of Tukwila Permit Center. Per the International Building, Residential, and Mechanical Codes as well as the Uniform Plumbing Code and/or the National Electric Code, every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of COMMENTS OUT and is due to expire 10/24/2015. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is completed for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that your permit is not issued, we do not receive your written request for extension, or your request is denied your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, c Bill Rambo Permit Technician File No: D15-0094 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington. 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director May 07, 2015 JOHN LLACUNA 12503 BEL-RED RD, STE 101 BELLEVUE, WA 98005 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D15-0094 VACANT SPACE - 480 ANDOVER PARK E Dear JOHN LLACUNA, 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 2406; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp, not copied) by Washington State licensed architect, structural engineer or civil engineer. (BUILDING REVIEW NOTES) 1. Typically public restrooms doors are provided with door closers. Door hardware specified for the bathrooms show no closers provided which are not necessarily a requirement yet the janitor closet door 102 and hall door 104 shows a closer and key lock. Please clarify if this is the intent. Also clarify the intent of 104 to be lockable to prevent access yet the access could be through the men's/women's bathroom doors 101A, 101B, 103A and 103B. 2. If the bathroom doors are to have door closers, the clearance at the latch of door 10113 and 103B may not meet accessibility. Include in your clarification. 3. In door notes #4, I could not find the door type FG. For clarification indicate if this is an error or specify where that door type is located. 4. Women's bathroom is extended to the wall of the adjacent office. The toilet fixtures shall be installed on that wall with plumbing. Please indicate if this wall is to be altered for plumbing and if the wall shall be provided with acoustical insulation between the adjacent offices. PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. In accordance with WA State Department of Health guide lines for Group A Public Water Systems, Public Works has implemented a cross -connection control program to protect the public water system from contamination via cross -connection. Project includes alteration to plumbing system, therefore the entire plumbing system must be brought up to current code, including installation of approved backflow prevention for the domestic water, landscape irrigation and fire prevention line. The City has determined that the building has deficiencies on the domestic, landscape irrigation and fire prevention line. a) Domestic Water The existing 1.5' Reduced Pressure Principle Assembly (RPPA) for premise isolation and 1" RPPA for in - premise isolation are overdue for mandatory annual testing. Please have them tested and submit test reports to Public Works. 6.300.Srnsthren.ter Rnulevnrd ,Suite #lnn 9 Tukwila Wnchinotnn. 987RR • Phnne 2n6-437-3670 • Fnr m6-431-3665 b) Landscape irrigation The 1.5" Double Check Valve Assembly (DCVA) is overdue for testing. Please have the backflow tested and submit test report to Public Works. c) Fire Prevention The fire prevention backflow located inside the building consists of two single swing valves which are non - testable devices and don't meet the current code. They need to be replaced with a WA Department of Health approved Detector Double Check Valve Assembly (DDCVA) and the siamese Fire Department Connection (FDC) in the south building wall shall be replaced with Storz Knox lockbox. A separate letter addressing these backflow deficiencies was mailed to 480 Andover Park East, LLC, property owner. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. 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, c Bill Rambo Permit Technician File No. D15-0094 6300,Snu.thrvnter Rnulevnrd .Giite #inn • Tukwiln Wnchinotnn 9R1RR • Phnnn ,?n6-431-367n a Fnr gn6_431-3665 City of Tukwila Jim Haggerton, Mayor Department of Public Works Bob Giberson, P.E., Director May 5, 2015 480 Andover Park East, LLC c/o Eric Casterline 600 Andover Park East Seattle, WA 98188 RE: Vacant Space -Tenant Improvement 480 Andover Park East Permit No. D15-0094 To Whom It May Concern: PERMANENT FILE COPY In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross -connection control program to protect the public water system from contamination via cross -connection. The program requires elimination or control of any cross -connection between the distribution system and a consumer's water system by the installation of an approved backflow device. The City has determined that the building at the above address has deficiencies on the domestic water service, landscape irrigation and fire prevention line. a) Domestic Water Service Our records show that there are two backflows inside the building, a 1.5" RPPA for premise isolation in the mechanical room and a 1" RPPA for in -premise isolation. Both are overdue for required annual testing. Please have both backflows tested and submit a passing backflow test report to Public Works. b) Landscape Irrigation There is a 1.5" Double Check valve assembly (DCVA) that is overdue for the required annual testing. Please have the RPPA tested and submit the passing backflow test report to Public Works. c) Fire Prevention The fire backflow prevention device located inside the building is a dual single swing valve which is a non -testable device doesn't meet the current code. It shall be replaced by a WA State Department of Health approved Detector Double Check Valve Assembly (DDCVA). The Public Works Director may withhold issuance of the Vacant Space Tenant Improvement permit no. D 15-0094 until the Permit Center receives plans for installation of above item (c) or a bond for DDCVA installation. If you opt to install, you may install under a separate permit or under a revision to this Tenant Improvement permit no. D15-0094 application. If you opt to install under the Tenant Improvement permit, you must supply the DDCVA installation plans prepared, signed, stamped and dated by a Level III certificate of competency holder together with backflow cut sheet and construction cost estimate to the Permit Center as a revision to this Tenant Improvement permit application. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 0 Phone: 206-433-0179 0 Fax: 206-431-3665 480 Andover Park East, LLC Page 2 May 6, 2015 The fire prevention DDCVA installation will trigger a Public Works Type `C' Construction Permit, which has a progressive fee. For a Type `C' permit, Public Works collects a base application and plan review fee ($250.00 plus 2.5% of construction cost for installation) when the application or revision to this TI is submitted. An additional 2.5% of construction cost for backflow installation will be assessed at the time of permit issuance. If you opt to bond for the installation, you must provide the following to the Permit Center: 1) an original design and installation estimate, 2) a bond for 150% of the design and installation cost, and 3) a letter stating your intent to install the backflow and upgrade the meter by a certain date, no more than 120 days. This must be done before the Permit Center issues the permit. I have enclosed Public Works Bulletins Al, A2 and C5 for your information and use. If you need assistance in the field to locate the above backflows please contact Mr. Todd Reedy, Water Quality Specialist at 206 571-6309. Sincerely, ()Joanna Spencer Development Engineer Public Works Department City of Tukwila Joanna.spencer@tukwilawa.gov 206-431-2440 enclosures: Public Works Bulletins A-1, A-2 and C-5 PW Permit Application cc: John Llacuna, Applicant Cenvo Mike Cusick, P.E., Public Works Dept W:/PW Eng/Other/Joanna/Letter 430 Andover Park E 050615.doc PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0094 DATE: 03/23/16 PROJECT NAME: VACANT SPACE SITE ADDRESS: 480 ANDOVER PARK EAST Original Plan Submittal Response to Correction Letter #, Revision # before Permit Issued X Revision # after Permit Issued DEPARTMENTS: Building Dtvtston Fire Prevention IN Planning Division a -1� wt t Public Works ��Ijm Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 03/24/16 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/21/16 Approved Corrections Required ❑ (corrections entered in Reviews) Notation: Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/19/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0094 DATE: 01/12/16 PROJECT NAME: VACANT SPACE SITE ADDRESS: 480 ANDOVER PARK E Original Plan Submittal X Revision # 1 before Permit Issued X Response to Correction Letter # 2 Revision # after Permit Issued DEPARTMENTS: �BTiding&15ivisCion Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 01/12/16 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02/09/16 Approved 1:1Approved with Conditions NK Corrections Required ❑ (corrections entered in. Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0094 DATE: 11/02/15 PROJECT NAME: VACANT SPACE SITE ADDRESS: 480 ANDOVER PARK E Original Plan Submittal X Revision # 1 before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: A,� c izt . <<I� Building Division JCSc I R y S Public W6rks PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Fire Prevention Planning Division Structural ❑ Permit Coordinator N DATE: 11/03/15 Structural Review Required ❑ DATE: DUE DATE: 12/01/15 Approved ❑ Approved with Conditions ❑ Corrections Required (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only 1 CORRECTION LETTER MAILED: 1 1-30,-(y Departments issued corrections: Bldg �J' Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COOR® COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0094 DATE: 04/24/15 PROJECT NAME: VACANT SPACE SITE ADDRESS: 480 ANDOVER PARK E X Original Plan Submittal Response to Correction Letter # DEPARTMENTS: Buutcow 4,.9-K ing Division &-\_S C3VV '� Public Works PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required R— (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Revision # before Permit Issued Revision # after Permit Issued Fire Prevention Structural ❑ OL, %- +-2 i t� Planning Division Permit Coordinator 0 DATE: 04/28/15 Structural Review Required ❑ DATE: DUE DATE: 05/26/15 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg EX— Fire ❑ Ping ❑ PW Dj— Staff Initials: 12/18/2013 PROJECT NAME: AGe% PERMIT NO: SITE ADDRESS: no W ovof Par F 9 ORIGINAL ISSUE DATE: �QJV��1bY1 l ri o r I marl GOIa'VlL U1 61�lilt 4VI Corra opt s p REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS I.. 11 I k� . 3- . , Summary of Revision: j G?i �Ul �G V1 y PM Z Received b :` REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilalVA.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: � Plan Check/Permit Number: l �� ❑ 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:'7C Project Address: Contact Person Summary of Revision: Sheet Number(s): _ "Cloud" or highlight RECEIVED CITY OF TUKWILA MAR 17 2016 PERMIT CENTER mvl�-� Phone Number: `4 2S-4 1-7 - P �5 Z eas of revision Ancluding date of revision Received at the City of Tukwila Permit Center by: / Entered in TRAKiT on i�) "-7 W: Termit Center7emplatesTorms\Revision Submittal Form. doc Revised: August 2015 City of Tukwila Department of Community Development 6300 Southeenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web situ htio://wt"t .ci.ttrlcti,ila.tt�a,us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, f(ue, etc. Date: 1/11/16 Plan CheeWPermit Number: D 15-0094 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ® Revision # I before Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: - Vacant Space Project Address: 480 Andover Park E Contact Person: John Llacuna Phone Number: 425-646-1818 RECEIVED CITY OF TUKWILA JAN 1 1 2016 PERMIT CENTER Summary of Revision: 1) Removed Elevator from the scope of work. 2) Added Exiting Plans (Sheets A2.5 and A2.6) and Added notes and fixtures on Sheet A6.1 Reflected Ceiling Plans to -aaaress emergency uluminatlon. 3) Added Occupancy Load Table with plumbing fixture count on Shppt T1 1 4) Existing windows at the new Stairs will be removed. Added notes to Demolition Plan on Sheet A2.2. Corrected etas references on Sheet A3.2 6 Added new Structural Sheet S 1 n and calculations_ for stair framing 7 The Elevator has been removed from the scope of work. 81 Corrected Room names on Sheet A7 4---- 9) Added Accessible Parking and sign details to Sheet T1.1 10) All resubmitted sheets have been wet stamped. Sheet Number(s): CS, T1.1, A2.1, A2.2, A2.3, A2.4, A2.5, A2.6, A3.1, A3.2, A3.3, A4.1, A6.1, A9.1, S1.0 "Cloud" or highlight all areas of revision including ate o revision Received at the City of Tukwila Permit Center by: W ❑ Entered in TRAKiT on \applications\forms-applications on linebevision submittal Created: 8-13-2004 Revised: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.Tukwi]aWA.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: � t /,—/ ` Plan Check/Permit Number: � S - oc>C�`t ❑ Response to Incomplete Letter # ] Response to Correction Letter # Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: - of Revision: ^ ,L FrOCISVED CfTYOF'TtltEV IA PER MIT CENTS Sheet Number(s) t�,� =\ • ( , �2 2-1 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on 1, ��'"�� JOHNSON TENANT IMPROVEW , INC k,. Horne Espanol Contact Safety & Health Claims & Insurance Washington Stag Department of Labor ,& Industries 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 PO BOX 1149 BOTHELL, WA98041-1149 425-486-2442 KING County Business type Corporation Page 1 of 2 A 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. JOHNST1092PA Effective -- expiration 10/01/1991— 03/10/2018 Bond CBIC $12,000.00 Bond account no. SA6988 Received by L&I Effective date 10/05/2001 10/02/2001 Expiration date Until Canceled Insurance .............................. American Fire & Casualty Co $1,000,000.00 https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=601223621&LIC=JOHNSTIO92PA&SAW= 3/10/2016 00 I 00 I 00 I E 0 I 0 N A co I C co I co I A 28'-0" 01 II back wail st control wwaila— 48 min ° - !22q FIG. 608.2.1 TRA SFER-TYPE SHOWER COMPART 4ENT SIZE AND CLEARANCE Note: inside finished dimensions measured at the center points of opposing sides. I I 4 I A4.1 i '2 G 5 6 22'-0" 22'-0" 22'-0" 24'-0" 10 18'-1 1/2" -_ -- 8'-8 j1/2" 7�_6>� _ 113.-5,� 6,. '-10 1/2" 8'-3 1/4" _ -- — -- - 3A 13A 3 4 I I 3A o 3A I STAI R i 1 N UTI LI _ .m l 1A l � l? 10 I I I s (I SHIPPING I 00610E ( __WOMEN' - -- (I ' 7o 3A M I 1 iii08 - 12A 3A I A3.2 STOR I 07 11A 107 i N 11A ° 11 I 0 I I 1107 ' I o I ' OME MEN I I RO MK I1A I II 11A ' 09;` 111 I 114 OFFICE 105 1 II A I E 3A I I ( PCs1AI;I I I EXISTING _I 5 -1 1/2 I STAI --_-_ — i 4—I I SHOWER (co - — — T. I OPEN II- = 1 3 . _1.13 `.- "' 07 OFFICE _ 102 P I 01 - 3A 11A 11-41 CONFERENCE — I I 104 I i l— —If- 7'-8 1/2" 3 I —2 l I I I I 1A i 11A 5 I 1 1,3'-0'1, 11A Q-1 'i ?l \1 EXISTING I OFFICE RECEPTION o OFFICE OFFICE OFFICE 103 101 v 119 118 117 —; I I 1ALJ 1A I I 02 I 1A 1A = I 0 1 EXISTING I l -- I ---- STAIR 13'-0 1/2" I A2 I ( 4 24'-0" I UFFIUL 115 1 " I SECOND FLOOR PLAN \-.`J SCALE: 1/8" = 1'-0" O24'-0" OFFICE 116 I FIRST FLOOR PLAN 28'-0" 1 SDP=L_Pi' it 9'l± Iebhanical glfisctrical Q'Piumbing 4•e-'as Piping - "itpof Tukwila DIViSIgN 12503 Bel -Red Road, Suite 101 Bellevue, WA 98005 p 425 646 1818 f 425 646 4141 480 ANDOVER PARK EAST, REV1Si0NSLLC Rlo c an es shall be made to the scope TU KWI LA WA 98188 of �mork witnci:t prior approval of •.;i'a Building Division. require a now plan submittal and may include additional plan review fees. i FILE COPY --permit No, b Plan r3vlawr is subject to errors and emi's2 ons. Anprowal of alnns(i �_ion documents d'o0v not authorizO ti!o, viloi t'iilon cl Cny i'dopieds codo of orttinan-C). Rc-c;pt of approjCcl Filald Copy and conditions is acknm,Iad�sd: By: Date: City of i Awila BUILDING DIVISION E1NEiD FOR 0-0DS.CIQMPLIANCE ti AP OVEQ s APR 0 7 2W AT-cc,v dTukwila KO BUILDING DIVISION InVISIONg 4 R'EIV>=D I CITY OF TUKWILA MAR 17 20I6 u: ,.TER I t ............................... .............................. .............................. 5 VARIES REQUESTS FOR INFORMATION 4 02 04 16 FOR CONSTRUCTION A3 01.11 16. CITY Q2 10 29 15 .COMMENTS. PERMIT RESUBMITTAL - 04 24 15 PERMIT ISSUE NO. DATE ITEM Randy 71 4 REGISTERED Brown � ARCHITECT . �p 2016.03.1 RAN ALL LEE BROWN STATE OF WASHINGTON b 1 C • 3 2.04 -07'00' 480 ANDOVER PARK EAST TENANT IMPROVEMENT TURWIU, WA 98188 ............................... RELEASE FOR: CONSTRUCTION TITLE: FIRST FLOOR PLAN SECOND FLOOR PLAN DESIGNED BY: RB DRAWN BY: JL REVIEWED BY: RB APPROVED BY: DATE: 04 10 15 SHEET NO: A2.3 SCALE: 1 /8" = 1'-0" WIN 0 00 SECOND FLOOR REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0" NOTE: 3 ELECTRICAL DESIGN -BUILD CONTRACTOR TO PROVIDE EMERGENCY ILLUMINATION WITH AN AVERGE OF 1 FOOT-CANDLE (MIN 0.1 FOOT-CANDLE) ALONG THE PATH OF EGRESS AT THE FLOOR LEVEL FIRST FLOOR REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0" REFLECTED CEILING NOTES OSUSPENDED ACOUSTICAL CEILING, ARMSTRONG-TEGULAR-SECOND LOOK- "CORTEGA, " SEE DETAILS 4/A9.1, 9/A9.1 AND 10/A9.1. HEIGHT PER FINISH SCHEDULE. OGWB CEILING ON 6" METAL JOISTS (60OS137-33) @ 16" OC - 2 SEE DETAIL 14/A9.1. HEIGHT PER FINISH SCHEDULE. OEXHAUST FAN 4O GWB SOFFIT / HEADER © 8'-0" AFF 161 0 0 -o LIGHT FIXTURE LEGEND 2 LAMP, RECESSED DIRECT -INDIRECT 2X4 FLUORESCENT: LITHONIA .AV2 W T5 LAMPS - INPUT 73 WATTS. (FILL: BATTERY BACKU ) SURFACE MOUNTED OR SUSPENDED 3 LAMP, 2X4 FLUORESCENT, INPUT 106 WATTS 18 CELL PARABOLIC LOUVER (FILL: BATTERY BACKUP) 2 LAMP, 1X4 SURFACE -MOUNTED FLUORESCENT W/ WRAP -AROUND ACRYLIC LENS, INPUT 70 WATTS (CIRCLE INDICATES CEILING MOUNTED) WALL OR CEILING MOUNT ILLUMINATED EXIT SIGN, W/ DIRECTION ARROW AS INDICATED, EMERGENCY POWERR PACK, WHITE HOUSING W GREEN LETTERS, TWO 5 WATT COMPACT FLUORESCENT LAMPS PROVIDE SELF-CONTAINED EGRESS ILLUMINATION FIXTURE WITH BATTERY BACKUP (MAY BE COMBINED WITH EXIT SIGN) Eel A 12503 Bel -Red Road, Suite 101 Bellevue, WA 98005 p 425 646 1818 f 425 646 4141 480 ANDOVER PARK EAST, LLC TUKWILA, WA 98188 ....... ...... 5 .............. .............. VARIES .............. ............................... REQUESTS FOR INFORMATION ............................... 4 02 04 16 FOR CONSTRUCTION ...... 3 .............. 01 11 16 ............................... CITY COMMENTS ...... 2 .............. .............. 10 29 15 .............. ............................... PERMIT RESUBMITTAL ............................... - .............. 04 24 15 .............. PERMIT ............................... ISSUE NO. ............................................................. DATE ITEM Randy 77 j4 REGISTERED Brown / ARCHITECT 2016.03.1 RANVALL LEE BROWN STATE OF WASHINGTON 6 1 [' • 3 1 •3 1 07'00' MVMWED Fc R ,C- WE COMPUANCE we APPROVED APR 0 7 2016 480 ANDOVER PARK EAST - City of Tukwila TENANT IMPROVEMENT BUILDING DIViSIC7N TUKWILA, WA 98188 RECEIVED vITY OF TUKWILA ............................................................. �ii 7 "t01RELEASE FOR: CONSTRUCTION ....................... TITLE: REFLECTED CEILING PLANS ........................................................ R 10 N a, PERMIT CENTER 14g4MA�, ............................................................. DESIGNED BY: ............................................................. RB DRAWN BY: JL REVIEWED BY: RB APPROVED BY: DATE: ............................................................. 04 10 15 SHEET NO: A A6.1 PROJECT N0: 201503.01.001 0 2018 SYNTHESISPLLC 4 ;" fl�,, � Uz�3to4h'. z f A SrRA`?,m_ PERNMIT FOi rI RE- D F0a: fle-,hanW 1-ir'Piumbing Q<s Pip€ng City of Tukwila DIVISION No changes shop ho made to the seMe of vmrk without prior approval of s O �,;la Building Division. - ,..,.� tiviil require a new plan submittal and m ay iridude additional plan review fees. • COW Per it . _t4:� Plan review approval is subject to errors and omissions. Approval of + onsiro0ion dixurnents does not authorize t` o Viola -'n of E •,f adoptod code or Ordinance. Recoipt of approv:, I iVid Copy and conditions is acknowledged: Date: MY of Tukwila BUILDING DIVISION REVIEWED FOR { :CODE COMPLIANCE APPROVED FEB 01 2016 City of Tukwila BUILDING DIVISIOf� 12503 Bel -Red Road, Suite 101 Bellevue, WA 98005 p 425 646 1818 f 425 646 4141 480 ANDO VER PARK EAST, LLC TUKWILA, WA 98188 3 01 11 16 CITY COMMENTS 2 10 29 15 PERMIT RESUBMITTAL - 04 24 15 PERMIT .............................. ISSUE NO. DATE ITEM ARCHITECT ER 701 RIO 480 ANDOVER PARK EAST REVISION'N TENANT IMPROVEMENT TUKWILA, WA 98188 CORREC1ION LTR# RELEASE FOR: PERMIT : , ,i , ......COVER .............. . - - r' C v . 'A` A nrLE: ............................... JAN1 1 2016 ............................. . . PERMIT CENTER DESIGNED BY: RB DRAWN BY: JL REVIEWED BY: RB APPROVED BY: DATE: 04 10 15 ................ SHEET NO: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROJECT NO: 201503.01.001 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 2018 SYNTHESISPLLC ABBREVIATIONS ANGLE Cl CAST IRON OR ENCLOSED GL GLASS OR GLAZING - CL CENTER LINE CJT CONTROL JOINT EWC ELECTRIC WATER COOLER GLBM GLU-LAM BEAM [ CHANNEL CLG CEILING EQ EQUAL GC GENERAL CONTRACTOR DIAMETER OR ROUND CJ CONSTRUCTION JOINT EQPT EQUIPMENT EMERGENCY GND GROUND NUMBER OR POUND CLK CAULKING SHOWER/ GWB GYPSUM WALL BOARD J PENNY CLR CLEAR ESEW EYE WASH GYP GYPSUM 1 PERPENDICULAR CMU CONCRETE MASONRY EST ESTIMATE HB HOSE BIB tL PLATE UNIT EXH EXHAUST HBD HARD BOARD AB ANCHOR BOLT CNTR COUNTER EX EXPANSION HC HOLLOW CORE OR AC ACOUSTICAL OR ASPHALT CO CLEANOUT EXST EXISTING HANDICAP CONCRETE COL COLUMN EXP EXPOSED HD HAND DRYER A/C AIR CONDITIONING CONC CONCRETE EXT EXTERIOR HDR HEADER ACP ACOUSTICAL PANEL CONN CONNECTION FA FIRE ALARM HDWD HARD WOOD ACT ACOUSTICAL TILE CONSTR CONSTRUCTION FB FLAT BAR HDWE HARDWARE ADD ADDITTVE CONT CONTINUOUS FBD FIBER BOARD HM HOLLOW METAL ADH ADHESIVE CORR CORRIDOR FBO FURNISHED BY OTHERS HORIZ HORIZONTAL ADJ ADJACENT CPT CARPET FCIC FURNISHED BY HR HOUR ADJT ADJUSTABLE CT CERAMIC TILE CONTRACTOR INSTALLED HT HEIGHT AFF ABOVE FINISH FLOOR CTR CENTER BY CONTRACTOR HTG HEATING AGO AGGREGATE CTSK COUNTER SINK FCTY FACTORY HVAC HEAT] NG/VENTILIATION/ AL ALUMINUM CY CUBIC YARD FD FLOOR DRAIN AIR CONDITIONING ALT ALTERNATE D DEEP, DEPTH FDN FOUNDATION HWH HOT WATER HEATER AP ACCESS PANEL DBL DOUBLE FIE FIRE EXTINGUSHER ID INSIDE DIAMETER/ APPROX APPROXIMATE DEPT DEPARTMENT FEC FIRE EXTINGUSHER DIMENSION ARCH ARCHITECTURAL DET DETAIL CABINET IG INSULATED GLASS AWF ACOUSTICAL WALL FABRIC DIA DIAMETER FIN FINISH IN INCH AWP ACOUSTICAL WALL PANEL DIAG DIAGONAL FL FLOOR INCL INCLUDE BD BOARD DIM DIMENSION FLO FLASHING INSUL INSULATION BETW BETWEEN DISP DISPENSER FLUOR FLUORESCENT INT INTERIOR BLDG BUILDING DMPF DAMPPROOFING FOC FACE OF CONCRETE INV INVERT BLK BLOCK DN DOWN FOF FACE OF FINISH JAN JANITOR BLKG BLOCKING DR DOOR OR DRAIN FOIC FURNISH BY OWNER JST JOIST BM BEAM DWR DRAWER INSTALL BY CONTRACTOR JT JOINT BRG BEARING DS DOWNSPOUT FOIO FURNISH BY OWNER KO KNOCK OUT BOT BOTTOM DW DISHWASHER INSTALL BY OWNER KS KNEE SPACE BSMT BASEMENT DWG DRAWING FOS FACE OF STUD LAB LABORATORY BUR BUILT UP ROOF E EAST FPW FREEZE PROOF WALL LAM LAMINATE CAB CABINET EA EACH HYDRANT LAV LAVATORY CB CATCH BASIN EB EXPANSION BOLT FS FULL SIZE LB LAG BOLT CBU CEMENTITIOUS BACKER EJ EXPANSION JOINT FT FEET LF LINEAL FOOT UNIT EIFS EXTERIOR INSULATED FTG FOOTING L LONG, LENGTH CEM CEMENT EL FINISH SYSTEM FURR FURRING LG LAMINATED GLASS CER CERAMIC ELEC ELEVATION FUT FUTURE LH LEFT HAND CFM CUBIC FEET PER MINUTE ELEV ELECTRIC GA GAUGE LL LIVE LOAD CIS CORNER GUARD EMER ELEVATOR GALV GALVANIZED LMS LIQUID MARKING CHBD CHALK BOARD ENCL EMERGENCY ENCLOSURE GB GRAB BAR SURFACE LT LIGHT PNT PAINT SD SOAP DISPENSER OR TOP TOP OF PAVEMENT LWC LIGHT WEIGHT CONCRETE POL POLISH STORM DRAIN TOS TOP OF STEEL MAS MASONRY PR PAIR SECT SEC11ON TOSL TOP OF SLAB MATL MATERIAL PRCST PRECAST SF SQUARE FEET TOW TOP OF WALL MAX MAXIMUM PSF POUNDS PER SQUARE SHT SHEET TPD TOILET PAPER MB MACHINE BOLT FOOT SHTG SHEATHING DISPENSER MOO MEDIUM DENSITY PSI POUNDS PER SQUARE SIG SOLAR INSULATED TPH TOILET PAPER HOLDER OVERLAY INCH GLAZING TPTN TOILET PARTITION MDF MEDIUM DENSITY PT PRESSURE TREATED SIM SIMILIAR TS TUBULAR STEEL FIBERBOARD PTO PAPER TOWEL SK SINK TV TELEVISION MECH MECHANICAL DISPENSER SLR SEALER TYP TYPICAL MEMB MEMBRANE PTD/R PAPER TOWEL SND SANITARY NAPKIN UL UNDERWRITERS MTL METAL DISPENSER AND DISPENSER LABORATORY MEZZ MEZZANINE RECEPTABLE SNR SANITARY NAPKIN UON UNLESS OTHERWISE MFR MANUFACTURER PTN PARTITION RECEPTACLE NOTED MH MAN HOLE PTR PAPER TOWEL SNT SEALANT UR URINAL MIN MINIMUM RECEPTABLE SPEC SPECIFICATION VAR VARIES MIR MIRROR PVC POLYVINYL CHLORIDE SPGL SPANDREL GLASS VCT VINYL COMPOSITION TILE MISC MISCELLANEOUS PVMT PAVEMENT SQ SQUARE VENT VENTILATOR MO MASONRY OPENING QT QUARRY TILE SS SOLID SURFACING VERT VERTICAL MTD MOUNTED R RISER SST STAINLESS STEEL VEST VESTIBULE MULL MULLION RA RETURN AIR SSK SERVICE SINK VNR VENEER N NORTH RAD RADIUS STA STATION VR VAPOR RETARDER NIC NOT IN CONTRACT RB RESILIENT BASE STC SOUND TRANSMISSION VWC VINYL WALL COVERING NO/# NUMBER R&S ROD & SHELF CLASS W WEST NOM NOMINAL RD ROOF DRAIN STN STAIN W/ WITH NRC NOISE REDUCTION RD/O ROOF DRAIN OVERFLOW STD STANDARD W/O WITHOUT COEFFICIENT REBAR REINFORCING BAR STL STEEL WC WATER CLOSET NTS NOT TO SCALE REF REFERENCE, REFLECTED STOR STORAGE WD WOOD OA OVERALL REFR REFRIGERATOR STRL STRUCTURAL WOO WINDOW OBS OBSCURE REINF REINFORCED SUSP SUSPENDED WF WIDE FLANGE OC ON CENTER REQ REQUIRED SV SHEET VINYL WG WIRE GLASS OD OUTSIDE DIAMETER/ REV REVISION SYM SYMMETRICAL WM WIRE MESH DIMENSION RH RIGHT HAND OR ROBE SWC SPECIAL WALL COVERING Wp WATER PROOF OH OVERHEAD HOOK T TREAD WPT WORKING POINT OPH OPPOSITE HAND RESIL RESILIENT TB TOWEL BAR WR WATER RESISTANT OPNG OPENING RIO ROUGH -IN ONLY T&B TOP & BOTTOM WSCT WAINSCOT OPP OPPOSITE RM ROOM T&G TONGUE & GROOVE WT WEIGHT PBD PARTICLE BOARD RO ROUGH OPENING TO TEMPERED GLASS WWF WELDED WIRE FABRIC PERP PERPENDICULAR RT RESILIENT/RUBBER TILE THK THICK XFMR TRANSFORMER PL PLATE OR PROPERTY RUB RUBBER THR THRESHOLD YD YARD LINE RWL RAIN WATER LEADER TIG TEMPERED INSULATED PLAM PLASTIC LAMINATE S SOUTH GLAZING PLAS PLASTER Sc SOLID CORE TKBD TACK BOARD PWD PLYWOOD SCD SEAT COVER DISPENSER TO TOP OF PNL PANEL SCHD SCHEDULE TOC TOP OF CONCRETE ANDOVER PARK EAST 04i, 1 - 30 -0 Z `7:�) GENERAL NOTES 1. DIMENSIONS ARE TO FACE OF STUD, CONCRETE OR CENTER LINE OF COLUMN, UNLESS OTHERWISE NOTED. 2. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. 3. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, DETAILS, ETC. NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. 4. WHEN CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. IF QUESTIONS CANNOT BE RESOLVED IN THIS MANNER, CONTACT THE ARCHITECT. 5. VERIFY ELEVATIONS & LOCATIONS TO BE JOINED BEFORE CONSTRUCTION. CONTACT ARCHITECT IF THEY DIFFER FROM THOSE SHOWN ON DRAWINGS. 6. ALL ROUGH -INS TO BE APPROVED PRIOR TO FRAMING INSPECTION. 7. MECHANICAL, ELECTRICAL, AND PLUMBING ARE BIDDER DESIGN. PORTIONS OF THIS WORK SHOWN ON DRAWINGS IS FOR DESIGN INTENT OR FOR COORDINATION ONLY. 8. MECHANICAL DESIGN/BUILD CONTRACTOR SHALL PROVIDE A MECHANICAL VENTILATION SYSTEM CAPABLE OF SUPPLYING THE MINIMUM OUTDOOR AIR QUANTITIES SPECIFIED IN THE 2012 IMC WITH WASHINGTON AMENDMENTS. 9. ELECTRICAL DESIGN/BUILD CONTRACTOR SHALL PROVIDE AND INSTALL MEANS OF EGRESS ILLUMINATION AND ILLUMINATED EXIT SIGNS PER IBC SECTIONS 1006 AND 1011. 10. ENERGY CODE COMPLIANCE (COMPONENT PERFORMANCE PATH PER SUMMARIES): OFFICE AREAS (HEATED) ABOVE ROOF DECK: R-27 RIGID INSULATION OFFICE EXTERIOR: R-21 BATTS IN 2X6 WALLS OFFICE INTERIOR PERIMETER: NO INSULATION SLAB ON GRADE: NO INSULATION (F=0.730) WAREHOUSE AREAS (HEATED) BELOW ROOF DECK: R-27 BATTS (EXISTING) PERIMETER WALLS: R-9 BATTS, STICK PINNED DOORS AND WINDOWS: SWING DOORS: U-0.37 MAX STOREFRONT FIXED: U-0.38 MAX STOREFRONT ENTRANCES: U-0.60 MAX PAINTED ACCESSIBLE SYMBOL WITH BLUE BACKGROUND CURB ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING STALLS SEE DETAIL 3/T1.1 CALE: 1 /8" = 1'-0" [CC A117.1-2009 - 505.2 STATE I SABLE ARKIN UAdIT .QUIRE PREFINISHED STEEL ANGLE, PAINTED PREFINISHED MOUNTING BOLTS, PAINTED TEXT PRE -MANUFACTURED SIGN WITH WHITE LETTERS ON BLUE BACKGROUND 3 1/2"0 PREFINISHED STEEL POST SET IN CONC - PAINTED TO MATCH BUILDING ACCENT NOTE: INSTALL SIGN AT ALL ACCESSIBLE PARKING STALLS. SPACES DESIGNATED FOR VAN PARKING SHALL HAVE AN ADDITIONAL SIGN READING "VAN ACCESSIBLE" MOUNTED AS SHOWN ACCESSIBLE PARKING SIGN ,ALE: 1" = 1'-0" ICC A117.1-2009 502.7 OCCUPANT LOAD PLUMBING FIXTURES LEVEL 1 SPACE OCCUPANCY AREA OCC LOAD TOTAL W OCCUPANTS OFFICE INDUSTRIAL B F-1, F-2 7,308 SF 28,633 SF 100 SF 200 SF 73.08 143.17 TOTAL REQUIRED 216.25 ROUNDED 217 LEVEL 2 SPACE OCCUPANCY AREA OCC LOAD TOTAL WI OCCUPANTS OFFICE INDUSTRIAL B F-1, F-2 6,829 SF 100 SF 200 SF 68.29 TOTAL REQUIRED 68.29 ROUNDED 69 TOTAL REQUIRED - BOTH LEVELS 284.54 ROUNDED 285 TOTAL FIXTURES PROVIDED SYMBOLS COLUMN LINE/GRID LINE LAO DOOR NUMBER 0 KEY NOTE VC WALL TYPE A0REVISION/ CLOUDED AREA MATCH LINE WORK POINT, CONTROL POINT OR DATUM POINT 3 SECTION IDENTIFICATION / SHEET NUMBER A3.1 1 DETAIL IDENTIFICATION/ SHEET NUMBER A9.1 1 INTERIOR ELEVATION IDENTIFICATION/ A5.1 SHEET NUMBER OFFICE ROOM IDENTIFICATION/ NUMBER 101 NORTH PROJECT NORTH A01 EXTERIOR GLAZED OPENING NO. EQ-1 EQUIPMENT IDENTIFICATION PNT-1 FINISH IDENTIFICATION X FENCE LINE TI INDEX OF DRAWINGS ARCHITECTURAL T1.1 CODE INFORMATION, SITE PLAN A2.1 FIRST FLOOR DEMOLITION PLAN A2.2 SECOND FLOOR DEMOLITION PLAN A2.3 FIRST FLOOR PLAN AND SECOND FLOOR PLAN A2.4 ENLARGED RESTROOM PLANS, ROOF PLAN, ENLARGED STAIR PLAN, STAIR SECTION A2.5 WAREHOUSE EXITING PLAN A2.6 FIRST FLOOR AND SECOND FLOOR EXITING PLANS A3.1 OPENING TYPES, SCHEDULES, DOOR DETAILS A3.2 RESTROOM AND BREAKROOM ELEVATIONS A3.3 WALL TYPES AND MOUNTING HEIGHTS A4.1 EXTERIOR ELEVATIONS A6.1 REFLECTED CEILING PLANS A9.1 DETAILS STRUCTURAL S-1.0 GENERAL NOTES, SPECIAL INSPECTIONS, PLANS AND SECTIONS PROJECT INFORMATION PROJECT SCOPE: BUILDING SHELL: 1) REMOVE EXISTING WINDOW SYSTEM AND REPLACE WITH NEW. 2) REMOVE EXISTING ROOF SYSTEM AND REPLACE WITH NEW. NTERIOR OFFICE REMODEL: 1) REMOVE EXISTING PARTITIONS, STAIRS, CEILING, DOORS, FIXTURES AND FINISHES 2) INSTALL NEW PARTITIONS AND FINISHES FOR RESTROOMS, STAIRS, BREAK ROOM AND OFFICES. PROJECT ADDRESS: 480 ANDOVER PARK EAST SEATTLE, WA 98188 BUILDING OWNER: 480 ANDOVER PARK EAST, LLC PROPERTY TAX NO.: 262304-9093 ARCHITECT: SYNTHESIS PLLC 12503 BEL-RED ROAD, SUITE 101 BELLEVUE, WA 98005 (425) 646-1818 CONTACT: RANDY BROWN BUILDING AREA: OFFICE 7,308 SIT OFFICE MEZZANINE 6,829 SF WAREHOUSE 28,633 SF DEFERRED SUBMITTALS: HVAC, PLUMBING, ELECTRICAL, FIRE PROTECTION CODE INFORMATION T.I. 2012 IBC Code Edition: 2012 IBC, 2012 IFC, 2012 IMC, 2012 UPC, 2012 WSEC (WAC 51-11), ICC/ANSI A117.1-2009; WASHINGTON STATE AMENDMENTS TO THE ABOVE (WAC 51-50). Amended by Local Jurisdiction Yes X No Construction: BUILDING CLASSIFICATION New A. Occupancy Classification (Sect. 302) B / F-1 Addition Alteration X B. Type of Construction (Section 602) Repair 1. Type of Construction III-B 2. Automatic Sprinklers Provided X Yes - No C. Seismic Design Category D LEGAL DESCRIPTION THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHEAST. QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN; IN KING COUNTY,A WASHINGTON BEGINNING AT THE SOUTHWEST CORNER OF TRACT 8, ANDOVER INDUSTRIAL PARK NO.5 AS RECORDED IN VOLUME 83 OF PLATS, PAGES 22 AND 23, RECORDS OF KING COUNTY, WASHINGTON; THENCE SOUTH 01' 47' 28' WEST 225 FEET; THENCE SOUTH 88' 12' 32' EAST 297 FEET; THENCE NORTH 01' 47' 28' EAST 225 FEET TO THE SOUTHEAST CORNER OF SAID TRACT 8; THENCE NORTH 88' 12' 32" WEST 297 FEET TO THE POINT OF BEGINNING. SUBJECT TO AN EASEMENT FOR UTILITIES OVER THE WEST 15 FEET, THEREOF AND SUBJECT TO AN EASEMENT FOR RAILROAD OVER THE EAST 27 FEET THEREOF. VICINITY MAP REVIEWED FOR CODE COMPLIANCE APPROVED FEB O 1 2016 City of Tukwila NORTH PROJECT LOCATION 12503 Bel -Red Road, Suite 101 Bellevue, WA 98005 p 425 646 1818 f 425 646 4141 480 ANDOVER PARK EAST, LLC TUKWIUI, WA 98188 ............................... .............................. .............................. .............................. ............... Q3 01 11 16 .............. CITY COMMENTS 22 .............................. 10 29 15 PERMIT RESUBMITTAL - .............................. 04 24 15 PERMIT ISSUE NO. DATE ITEM REGISTERED ARCHITECT DAL BROWN STATE WASHINGTON 480 ANDOVER PARK EAST TENANT IMPROVEMENT TUKWIIA, WA 98188 RELEASE FOR: PERMIT ............................... 1l...... TLE: CODE INFORMATION, SITE PLAN ....... .................. ............................... DESIGNED BY: RB DRAWN BY: JL . . . . . . . . . . . . ..�r.-..j REVIEWED BY: RB AROVE�iBY - ; , ,f i , ; • I � f.p-.,' DATE: 04 10 15 .. . . . . .SFIEEr NO: JAN 1 1 2016T1. ............... PROJECT NO: 201503.01.00pERMIT CENTER . . . . 0 2018 SYNTHESISPLLC O 2 3 4 5 6 7 8 9 O � O .O 194 -0" 28'-0" 22'-0" 22'-0" 22'-0" 24'-0" 24'-0" 24'-0" 28'-0" o E ( t ( N I co N I ( I I I I ( I I X i I I -- J a- x 0 I E [ o i s F t { ,..... .� ........ ................�.�.�....... ...,.,...«m,..,...«.. ..gym .,.,�. ....... ..........,........-....--......�.�...... ..—.�..,.,........_..r-.,.�..,.........,— .—.. ,.e...................,....,,,.�,«.»�,,. .,... «...�..,_,......... .,......�...... .....,. ....... ,....-,..............�....,,........,.. ....— ( ( I ( I I I o I o ( N ( i 1 i i mm mm mm mmmmm mm �m mm mmmmmm E mm m� �mmm mm- mm mm �mm mm H t lSj� E I O CV 5 5 F 1 CD N I O ( i I WAREHOUSE ( N I 1 ( ! ( I ( 3 ! i o LINE OF MEZZANINE ABOVE i {i { I REMOVE STAIR ( ( ! I o AND OFFICES ;� b I N [ ff 7 — II � I-r-rr�nIIII LI I rlrftr II —IL—I LI Lt L — _l _JL — — �, .. mm •.,,, ,. mm m — mmm mm �7 s �.h�r—.—w...,m I II _ II / II ©I REMOVE RESTROOMS co JL ==j UAND FIXTURES t ...........................m.y,...m ....m _..........mmm....m.mm.... m..... .............................m 5 ... . .. .m.m...m............... m:m ....................m..... m......... ....m .mm....m..... ...m ...mmmm,........mmm....... mm. .......m.. ..m..... .. .. ..........mm.mmn ..m ......m..m.... ....m ... ........m....m..n ....... ... m..... ........ ,............... . �• ^• mmm.mm.m n..n. .r.nm....mnmmnrmrr ..mm.....m... .............+..n+... .m.- mmmm......m.mm....m m. LT ILL 1 I — TI £ I r CO. ®m m� kk OPEN I I I I 1 OFFICES (II �-------�I I 2 OFFICE ( 1 I I II 0 3 REMOVE i - B ( I I STOREFRONT SYSTEM to I I�co ( I i ( — — — — — — — — — — — L—/ — — — — — — — — — — — — — I 2 A4.1 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 01 2016 City of Tukwila BUILDING DIVISION ck WILA JAN 1 1 2016 PERMIT CENTER SCALE: 3/32" = 1'-0" z Q� 12503 Bel -Red Road, Suite 101 Bellevue, WA 98005 p 425 646 1818 f 425 646 4141 480 ANDOVER PARK EAST, LLC TUKWILA, WA 98188 480 ANDOVER PARK EAST TENANT IMPROVEMENT NKWIU, WA 98188 RELEASE FOR: PERMIT TITLE: FIRST FLOOR DEMOLITION PLAN DESIGNED BY: RB DRAWN BY: JL REVIEWED BY: RB APPROVED BY- DATE: 04 10 15 SHEET NO: A2.1 . . . . . . . . . . . . . . . . . . . . . . . . . PROJECT NO: . . . . . . . 201503.01.001 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Em KIRImikin mejttl 0 2018 SYNTHEMPLLC D 2 3 4 U U L 1 194'-0" 1 1 1 28'-0" L 22'-0" L 22'-0" L 22'-0" 1. 24'-0" 1. 24'-0" 1. 24'-0" 28'-0" r i r i r i r i 11 1 1 1 L L J L J L J L J ► F7 I I'F_ -_ I __ —L—L A-1 L L L J EXISTING SKYLIGHTS TO REMAIN, TYP I � I � � I I ................ .. . ........... ....... . . . ......... H_ Z I � � i WAREHOUSE BELOW N 3 REM_QV INQ0_W�$_F_QJJ.QN JQF NALL— AN AND SEC ND FLOOR FRAMING 1 —5' 8'-5" FOR NEW STAIRS ............. REMOVE STAIRS REMOVE SECTION IIIIIIII OF SECOND FLOOk > T-1 T7 TT FT I-F I FOR MECH SHAFT III IIIIIIIillli C3 x L-L I__LI _Lj , ___U1 711 aEm_r ( - . ................... . . ....... . . . . . . T —"-F,'- T, 110 ®_I1 (3 'IN Fr OFFICE 1 11 .—A —II1 1 11 lid REMOVE RESTROOMS AND FIXTURES . . . ....... . . .... . ...... . ....... — OFFICE OFFICE OPEN 3 OFFICE ---------- �J_ OFFICE REMOVE WINDOW SYSTEM AND SILL ----------- Ll I r Li REVIEWED FOR CODE COMPLIANCE APPROVED FEB 01 2016 City of Tiukwifa BUILDING DIVISION 12503 Bel -Red Road, Suite 101 Bellevue, WA 98005 p 425 646 1818 f 425 646 4141 480 ANDOVER PARK EAST, LLC TUKWILA, WA 98188 REGISTERED I n PAD s n W LEE BROVBROWN;AWINGTON W 480 ANDOVER PARK EAST TENANT IMPROVEMENT TUKWILA, WA 98188 ............................... RELEASE FOR: PERMIT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 771 1 L—J, TITLE: SECOND FLOOR DEMOLITION PLAN c F 1- Y 0 i, * 'f U L A I ............................. JAN 1 1 2016 PERMIT CEENTER ...... ........................ ............................... DESIGNED BY: RB DRAWN BY: J L ............................... REVIEWED BY: R8 APPROVED BY: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . E DAT: 04 10 15 . . . . . . . . . . . . SHEET NO: A A2.2 ............................... PROJECT NO: 201503.01.001 SECOND FLOOR DEMOLITION PLAN P.............................. SCALE: 3/32" = 1'-10" 0 z 0 2018 SYNTHESISPLLC / SECOND FLOOR PQ�Y SCALE: 1/8^ = 1�-0^ 24'-U^ 110 SHIPPING El P-[l A OR ROOM OFFICE 105 CD 113 OFFICE 102 UP F1 1 A] 07 -- --------- -- ! /-OFFICE| ' -- --------- -- -- -------- -- -------- --/ -- | i / | -`~- __ /\ � A � ~—----------------/-- | 1O� �-' OPEN ..�'�_ | | | || | CONFERENCE 103 00 RECEPTION OFFICE OFFICE EXISTING STAIR 1 | . ` 1/2- | | . \ IREGIS7TERED' ARCHITECT / �����RMI � OC NTS 13'-1 1 /i" 9i'-4 1 /i" 8'-3 1/4" ENLARGED 1 ST FLOOR RESTROOM PLAN SCALE: 1/4" = 1'-0" ENLARGED 2ND FLOOR RESTROOM PLAN SCALE: 1/4" = 1'-0" " 1 14 MAX "R1/2" 2X RISER* 1-1/8"+ WOOD* TREAD IF NOSING PROVIDED, OVERHANG MUST BE FILLED. RISER MAY SLOPE. 2X LEDGER* AT STUD WALLS OR DOUBLE 2x12 STRINGERS* ® 32" O.C. MAX SPACING TYPICAL STAIR RISE AND RUN SCALE: 1-1/2" = 1'-0" * ALL WOOD TO BE FIRE TREATED ENLARGED STAIR # 1 PLAN, FIRST FLOOR SCALE: 1/4" = 1'-0" M ENLARGED STAIR #1 PLAN, SECOND FLOOR SCALE: 1/4" = 1'-0" 2x4 WOOD STUDS ® 16" O.C. PT PLATE i� I E- REVIEWED FOR CODE COMPLIANCE APPROVED f FEB 01 2016 City ofiulmila BUILDING DIVISION WALL AND HANDRAIL PER PLAN STAIR TREADS: RISE AND RUN PER PLAN rat '� �.-• , ,:. . 1:Sf.VVII A JAN 1 1 2016 PERMIT CENTER 12503 Bel -Red Road, Suite 101 Bellevue, WA 98005 p 425 646 1818 f 425 646 4141 480 ANDOVER PARK EAST, LLC TUKWIL4, WA 98188 REGIS ERED ABO BAQW�! I 480 ANDOVER PARK EAST TENANT IMPROVEMENT TUKWIUy WA 98188 ............................... RELEASE FOR: PERMIT ................ I.............. TITLE: ENLARGED RESTROOM PLANS ............................... ENLARGED STAIR PLAN .................... STAIR SECTION .................... DESIGNED BY: RB DRAWN BY: .JL REVIEWED BY: RB APPROVED BY: DATE: 04 10 15 SHEET NO: A A2.4 .............................. PROJECT NO: 201503.01.001 0 2016 SYNTHESISPLL0 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 01 2016 City of Tukwila BUILDING DIVISION WAREHOUSE EXITING PLAN SCALE: 3/32" = 1'-0" 12503 Bel -Red Road, Suite 101 Bellevue, WA 98005 p 425 646 1818 f 425 646 4141 480 ANDOVER PARK EAST, LLC TUKWIL4, WA 98188 Vu REGISTERED ARCHITECT i=TE DA WAWINGTON 11 480 ANDOVER PARK EAST TENANT IMPROVEMENT NKYlIIA, WA 98186 RELEASE FOR: PERMIT 2 00 2 00 t 00 a 00 2 00 9 00 2 28'-0" 22'-0" 22'-0" 4 22'-0" 5 24'-0" 14 UTILI STAI 1 ® ® >_ �1°° T, —0 M r--El 7— I TRAVEL DISTANCE 67' < 250'f--� 4�# - — — — ---- - - ---------- .... ........... WC EN SHIPPING Ell 108! OFFICE 106 0 Ell & BREAK 4OME MEN I ROOM T LI mp "log 114 OFFICE 105 21 24'-0" 2 SECOND FLOOR PLAN I SCALE: 1/8" = 1'-0" 24'-0" I I mmmmmmmonmmmmummol� TRAVEL DISTANCE 61' < 250' Ilk Ilk LA13111NU STOR OPEN OFFICE U 1p 102flI OFFICE 104 OPEN !SEPARATION OF EXITS = 81' > 49' I I 49, OFFICE r — 115 1 — — — — — Ir�_ Ir ............. LAJ II EXISTING CONFERENCE RECEPTION fA OFFICE OFFICE OFFICE OFFICE 103 101 i 119 118 117 116 —FISTING — — — — — — — — — — —UPLO STAIR ! LJ LP-- L H— i FIRST FLOOR PLAN 28'-0" 12503 Bel -Red Road, Suite 101 Bellevue, WA 98005 p 425 646 1818 f 425 646 4141 480 ANDOVER PARK EAST, LLC TUKWILA, WA 98188 4 CA REGISM11m ARCHrrECT RAID LEE BROM ATE WASH NGTON I 480 ANDOVER PARK EAST M—KIALI"r 111MM^11f-1Ar-L1'r RELEASE FOR: t'LKMI I ............................... TITLE: FIRST FLOOR EXITING PLAN .... .......................... SECOND FLOOR EXITING PLAN ............................... ............................... iij if'� t.A: 1 L A C DESIGNED By. R8 DRAWN BY: JL REVIEWED By.. RB APPROVED BY JAN 1 1 2016 DATE: . ..... 04 10 . 1 . 5 .................. prH-FiNUT CEZINTER SHEET NO: A(0- .............. * ...... . PROJECT NO: 201503.01.001 ............................... SCALE: 1/8" = 1'-0" 0 2018 SYNTHESISPLLC I LO 0 I 23'-6" 23'-0" 5'-11" 5'-10" 2'-11" 2'-11" 5'-11" 5'-11" 2'-11" 2'-11" 5'-10" 15 15 A9.1 A9.1 IG IG IG IG IG 15 A9.1 z 0 20 N IG IG A9.1 03 5'-11" 5'-loll 2'-11" 2'-11" 15 A9.1 I I I i 5'-5" 5'-3" 15 A9.1 i IG I IG IG I IG I IG 15 A9.1 20 IG IG A9.1 04 44'-8n 6'-5" 6'-5" 2'-11" 2'-11" 5'-10" 2'-7" IG IG IG IG IG IG IG IG IG IG 15 A9.1 20'-4" 4'-11" 1_ 4'-11" 5'-3" IG IG IG IG 15 A9.1 IG IG 05 v 2'-5" 4'-11" 4'-11" 10 15 A9.1 I I I 0 I LO 5'-9" 60'-6" 5'-9" 1'-10" 6'-2" 1'-10" 5'-9" 20'-8" 5'-3" 4'-11" 4'-11" 5'-7" 15 A9.1 I � I O6 �_ 5'-9" IG IG 4'-11 " 4'-11 " 5'-7" I I I IG IG IG IG IG IG TIG / \ TIG IG IG IG IG IG 15 A9.1 TIG TIG 29 A3.1 TIG 20 TIG TIG TIG TIG of 20 TIG TIG TIG \ 28TIG TIG A3.1 \ / -1` 28 S A3. EXTERIOR OPENING TYPES SCALE: N.T.S 5'-0" 07 INTERIOR OPENING TYPES GLAZING METAL STOPS SHIM SPACE TRIM PER MANUFACTURER'S SPECIFICATIONS WOOD BLOCKING WALL PER WALL TYPE RELITE JAMB, HEAD & SILL SIM SCALE: N.T.S SCALE: 3" = l'-O" TIMELY FRAME EXTERIOR GLAZING SCHEDULE VERTICAL OPENINGS TYPE DESCRIPTION VGA QUANT. TOTAL VGA U-FACTOR VGA x U NFRC-CPD TABLE NO. SHGC REMARKS 1 FIXED STOREFRONT 118.0 SF 1 118.0 SF 0.38 44.84 NFRC CERTIFIED 0.40 2 FIXED STOREFRONT 451.0 SF 1 451.0 SF 0.38 171.38 NFRC CERTIFIED 0.40 STOREFRONT DOORS 42.0 SF 1 42.0 SF 0.60 25.20 NFRC CERTIFIED 0.40 ENTRANCE DOORS 3 FIXED WINDOW UNIT 118.0 SF 1 118.0 SF 0.38 44.84 NFRC CERTIFIED 0.40 4 FIXED WINDOW UNIT 115.0 SF 1 115.0 SF 0.38 43.70 NFRC CERTIFIED 0.40 5 FIXED WINDOW UNIT 111.0 SF 2 222.0 SF 0.38 84.36 NFRC CERTIFIED 0.40 6 FIXED WINDOW UNIT 113.0 SF 1 113.0 SF 0.38 42.94 NFRC CERTIFIED 0.40 TOTALS: 1179.0 SFJ 457.30 Area -Weighted Average Vertical Glazing U Factor - (Total VGA x U) / (Total VGA) = 0.39 FINISH SCHEDULE CONFERENCE ���0000000000 '� ���0000000000 '� ���0000000000 SHIPPING OFFICE 11111150 ME MOORE•: ; 1 Mectim►mr I� �000000000000 '® �000000000000 1. , m� ' verve o�o� • 1 ' ����00000�000 ® ���000000�000 ® ���0000000000 ���0000000000 ® I.T. WORKROOM m�mee oeeeeee 28 02 A3.' OPENING SCHEDULE DOORS OPENINGS FRAMES DETAILS REMARKS NO TYPE OPENING SIZE THK MATL GL TYPE RTG HDW FIN TYPE MAIL FIN HEAD JAMB SILL 101 FG 6'-0" x 7'-0" -- AL TG -- 4 FCTY 2 AL FCTY -- -- 29/A3.1 102 F 3'-0" x 7'-0" 1 3/4" WD -- -- 1 PNT 1 MTL FCTY 25/A3.1 25/A3.1 30/A3.1 106A F 3'-0" x 7'-0" 1 3/4" WD -- -- 1 PNT 1 MTL FCTY 25/A3.1 25/A3.1 30/A3.1 106E F 3'-0" x 7'-0" 1 3/4" WD -- -- 2 PNT 1 MTL FCTY 25/A3.1 25/A3.1 30 A3.1 107 F 3'-0" x 7'-0" 1 3/4" WD -- -- 2 PNT 1 MTL FCTY 25/A3.1 25/A3.1 30/A3.1 108 F 3'-0" x 7'-0" 1 3/4" WD -- -- 3 PNT 1 MTL FCTY 25/A3.1 25/A3.1 30/A3.1 109 F 3'-0" x 7'-0" 1 3/4" WD -- -- 3 PNT 1 MTL FCTY 25/A3.1 25/A3.1 30/A3.1 110 F 3'-0" x 7'-0" 1 3/4" WD -- -- 1 PNT 1 MTL FCTY 25/A3.1 25/A3.1 30/A3.1 111A F 3'-0" x 7'-0" 1 3/4" WD -- -- 3 PNT 1 MTL FCTY 25/A3.1 25/A3.1 30/A3.1 11 3'-0" x 7'-0" 1 3/4" WD -- -- 3 PNT 1 MTL FCTY 25/A3.1 25/A3.1 .1 r n r n 1 - e x 7'-0" 1 3/4- WD -- -- 2 PNT 1 MTL FCTY 25/A3.1 25 A3.1 30 A3.1 114 F 3'-0" x 7'-0" 1 3/4" WD -- -- 2 PNT 1 MTL FCTY 25/A3.1 25/A3.1 30/A3.1 118 F 3'-0" x 7'-0" 1 3/4" WD -- -- 1 PNT 1 MTL FCTY 25/A3.1 25/A3.1 30/A3.1 119 F 3'-0" x 7'-0" 1 3/4" WD -- -- 1 PNT 1 MTL FCTY 25/A3.1 25/A3.1 30/A3.1 206 F 3'-0" x 7'-0" 1 3/4" WD -- -- 1 PNT 1 MTL FCTY 25/A3.1 25/A3.1 30/A3.1 207 F 3'-0" x 7'-0" 1 3/4" WD -- -- 2 PNT 1 MTL FCTY 25/A3.1 25/A3.1 30/A3.1 208 F 3'-0" x 7'-0" 1 3/4" WD -- -- 3 PNT 1 MTL FCTY 25/A3.1 25/A3.1 30/A3.1 209 F 3'-0" x 7'-0" 1 3/4" WD -- -- 3 PNT 1 MTL FCTY 25/A3.1 25/A3.1 30/A3.1 210 F 3'-0" x 7'-0" 1 3/4" WD -- -- 1 PNT 1 MTL FCTY 25/A3.1 25/A3.1 30/A3.1 211 F 3'-0" x 7'-0" 1 3/4" WD -- -- 1 PNT 1 MTL FCTY 25/A3.1 25/A3.1 30/A3.1 215 F 3'-0" x 7'-0" 1 3/4" WD -- -- 1 PNT 1 MTL FCTY 25 A3.1 25 A3.1 30/A3.1 7 R1 5'-0"x4'-2" AL GL -- -- FCTY R1 AL FCTY 7/A3.1 7 A3.1 7 A3.1 6" fill 2" 2" 2" 2" 2n 2" ;,PER SCHED PER SCHED PER SCHED T T I C, F FG 1 3\ r� nnna AKIn 1= RAKAI TVD c SCALE: NTS 2 * = DIMENSION PER SPECIFIED DOOR STYLE METAL FRAME BEYOND CONCRETE PANEL BEYOND AL WINDOW SYSTEM WINDOW FRAME SET IN SEALANT CONCRETE WALK (SEE CIVIL) WINDOW SILL AT GRADE SCALE: 1-1/2" = 1 '-O" SLAB AND FOOTING (SEE STRUCTURAL) R1 i co 0 0 U m 3\ SEWED FOR 'ODE COMPLIANCE APPROVED FEB 01 2016 City of Tukwila BUILDING DIVISION AL ENTRANCE DOOR SWEEP AL THRESHOLD SET IN MASTIC ASPHALT IMPREGNATED JOINT FILLER TYPICAL AL ENTRANCE SILL SCALE: 3" = l'-O" HARDWARE GROUPS SCALE: 3" = l'-O" INTERIOR EXTERIOR z� THRESHOLDS SCALE: 1-1/2" = l'-O" 12503 Bel -Red Road, Suite 101 Bellevue, WA 98005 p 425 646 1818 f 425 646 4141 480 ANDOVER PARK EAST, LLC TUKWILA, WA 98188 TOILET PARTITION ' GWB GWB P-LAM GRAB BARS P-LAM 24"X36" MIRROR SOAP DISPENSER E° ~ - O 8 IIIF \ L4 PIPE I "' N z PROTECTION 6" BASE 1 6" BASE 12503 Bel -Red Road, Suite 101 1 SNR TPD TYP 2 TPD SNR TYP PAPER TOWEL Bellevue, WA 98005 WOMEN'S RESTROOM �ELEV�ATI�01S�l O8 3 4 DISPENSER 18'-0"f p 425 646 1818 f 425 646 4141 1 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" SCALE: 7/ 14rl g 13 A9.1 A9.1 TOILET PARTITION TOILET PARTITION UPPER CABINETS 480 ANDOVER PARK � , � / � , � , � , � � I I � F ADJUSTABLE SHELF GWB P-LAM GWB P-LAM GWB �, I I I I I I I I , �� — _ MICROWAVE BY TENANT EAST,LLC P-LAM UNDERCOUNTER MOUNTED MIRROR GRAB BARS �� 24"X36" MIRROR - N SINK WITH DISPOSAL SOAP DISPENSER N _ _ ®^ SSPASH" PAPEEl TUKWILA, WA 98188 REFR € COUNTEROANDNE PAPER TOWEL DISPENSER © i o o_ z - = - - - BY TENANT _ _ - = 12 - _. -1) z o N C) BASE CABINET W/ PIPE o / ¢ PIPE SHELF —DRAWER, TYPICAL PROTECTION 17—fi PROTECTION 23 Z RUBBER BASE 6" BASE 6" BASE A9.1 TYP TPD SCD TPD SNR TYP 3'-0" 3'-0" 3'-0" 3'-0" 3' .0" 3'-0" 2 3 4'01 WOMEN'S RESTROOM ELEVATIONS 109 INTERIOR ELEVATION - BREAK ROOM 114 SCALE: 1/4 = 1 -0 7/14 SCALE: 1/4" - TOILET 0 2016 SYNTHESI8PLLC STRUCTURE BATT INSULATION PER WALL TYPE ON STICK PINS 2X TOP PLATE CEILING PER FINISH SCHEDULE INSULATION PER WALL TYPE GWB CONC OR MASONRY WALL PER PLAN PT SILL PLATE. ATTACH TO SLAB WITH POWDER ACTUATED FASTENER STRUCTURE ❑1 2x4" STUDS @ 24" O.C. W/ 5/8" GWB ONE SIDE [1 A] - SAME AS ABOVE W/ R-21 INSULATION ❑2 2x6" STUDS @ 24" O.C. W/ 5/8" GWB ONE SIDE ® - SAME AS ABOVE W/ R-21 INSULATION WALL TYPES SCALE: N.T.S. 1 2 3 0 0 o >< o 0 I to = I �t r7 CV M to I CV 1. COMB. PAPER TOWEL DISPENSER/RECEPTACLE (PTD/R) 4. MIRROR 2. RECESSED SCD/ SNR/ TPH 5. WALL MOUNTED LAVATORY 3. SANITARY NAPKIN DISPENSER (SND) 6. SANITARY NAPKIN RECEPTACLE (SNR) TYPICAL MOUNTING HEIGHTS SCALE: 1/4" = 1'-0" STRUCTURE GWB NOT REQUIRED ON OFFICE SIDE CEILING PER FINISH SCHEDULE INSULATION PER WALL TYPE GWB EACH SIDE OF STUDS WHERE EXPOSED TO ROOM. PT SILL PLATE. ATTACH TO SLAB WITH POWDER ACTUATED FASTENER 11:T1I�lilll� ❑3 2x4 WOOD STUDS @ 24" O.C. W/ 5/8" GWB EACH SIDE 3A - SAME AS ABOVE W/ ACOUSTIC INSULATION ® 2x6 WOOD STUDS @ 24" O.C. W/ 5/8" GWB EACH SIDE 4A - SAME AS ABOVE W/ R-21 INSULATION AND VAPOR BARRIER ❑5 2x4 WOOD STUDS @ 24" O.C. W/ 5/8" TYPE 'X' GWB EACH SIDE 5A - SAME AS ABOVE W/ ACOUSTIC INSULATION © 6" WOOD STUDS @ 24" O.C. W/ 5/8" GWB ONE SIDE 6A - SAME AS ABOVE W/ R-21 INSULATION 12"I M IF 10 12 2'-0" L. MIN'MIN x < / t to - - I rn o 7. TOILET TISSUE DISPENSER (TPD) 8. PAPER TOWEL DISPENSER (PTD) 9. WATER CLOSET - ACCESSIBLE TOILET FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET WHERE WALL LENGTH EXCEEDS 8'-0", PROVIDE BRACING TO STRUCTURE @ 8'-0" O.C. COMPENSATION CHANNEL TO UNDERSIDE OF CEILING CEILING PER FINISH SCHEDULE GWB REVEAL EACH SIDE GWB PT SILL PLATE. ATTACH TO SLAB WITH POWDER ACTUATED FASTENER STRUCTURE �7 2x4 WOOD STUDS @ 24" O.C. W/ 5/8" GWB EACH SIDE 7A - SAME AS ABOVE W/ ACOUSTIC INSULATION ® 2x6 WOOD STUDS @ 24" O.C. W/ 5/8" GWB EACH SIDE 8A - SAME AS ABOVE W/ R-21 INSULATION AND VAPOR BARRIER ❑9 2x4 WOOD STUDS @ 24" O.C. W/ 5/8" GWB ONE SIDE 9A - SAME AS ABOVE W/ ACOUSTIC INSULATION 6" WOOD STUDS @ 24" O.C. W/ 5/8" GWB ONE SIDE - SAME AS ABOVE W/ R-21 INSULATION 42" MIN GRAB BAR 39" - 41"L. GRAB BAR 10 11 1I0" 7 _ Z X I m o 00 M tn M n I LO 2'-0" 18" MIN MAX FOR RECESSED. IF PROTRUDING, 7 LEAVE 12" ABOVE AND 1-1/2" BELOW CLEAR TO GRAB BAR 10. GRAB BARS 11. WALL MOUNTED URINAL 12 13 14 15 MEN UNISEX WOMEN _,I U 'co 12. IDENTIFICATION SYMBOL -MEN 13. IDENTIFICATION SYMBOL -UNISEX 14. IDENTIFICATION SYMBOL -WOMEN 15. FIRE EXTINGUISHER 16. DRINKING FOUNTAIN 00l M ICC A117.1-2009 WHERE WALL LENGTH EXCEEDS 8'-0", PROVIDE BRACING TO STRUCTURE @ 8'-0" O.C. CEILING PER PLAN AND FINISH SCHEDULE ACOUSTIC INSULATION OVER TOILETS CEILING PER PLAN AND FINISH SCHEDULE GWB EACH SIDE OF STUDS WHERE EXPOSED TO ROOM PT SILL PLATE. ATTACH TO SLAB WITH POWDER ACTUATED FASTENER STRUCTURE 11 2x4 WOOD STUDS @ 24" O.C. W/ 5/8" GWB EACH SIDE 11A - SAME AS ABOVE W/ ACOUSTIC INSULATION 12 2x6 WOOD STUDS @ 24" O.C. W/ 5/8" GWB EACH SIDE 12A - SAME AS ABOVE W/ R-21 INSULATION AND VAPOR BARRIER 13 2x4 WOOD STUDS @ 24" O.C. W/ 5/8" GWB ONE SIDE 13A - SAME AS ABOVE W/ ACOUSTIC INSULATION 6" WOOD STUDS @ 24" O.C. W/ 5/8" GWB ONE SIDE - SAME AS ABOVE W/ R-21 INSULATION STRUCTURE METAL "J" CEILING RUNNER TO STRUCTURE WITH STEEL FASTENERS: 1" LONG @ 16" O.C. OR 1-1 /4" LONG @ 36" O.C. MAX., 2" MAX FROM ENDS. INSULATION PER WALL TYPE SHAFT WALL WITH 1" GWB PANELS BETWEEN STUDS, SURFACE GWB PER WALL TYPE STRUCTURE 20 2-1/2" C-H SHAFTWALL STUDS (212CH22) @ 24" O.C. W/ 1" SHAFT LINER AND 1 LAYER 5/8" GWB. 1-HOUR FIRE RATING (UL U-469) 20A - SAME AS ABOVE W/ ACOUSTIC INSULATION 21 4" C-H SHAFTWALL STUDS (400CH2O) @ 24" O.C. W/ 1" SHAFT LINER AND 1 LAYER 5/8" GWB. 1-HOUR FIRE RATING (UL U-469) 21A - SAME AS ABOVE W/ ACOUSTIC INSULATION a 6" C-H SHAFTWALL STUDS (600CH2O) @ 24" O.C. W/ 1" SHAFT LINER AND 1 LAYER 5/8" GWB. 1-HOUR FIRE RATING (UL U-469) 22A - SAME AS ABOVE W/ ACOUSTIC INSULATION 12/14 REVfEWED FOR CODE COMPLIANCE APPROVED FEB O 1 2016 City of Tukwila BUILDING DIVISION JAN 1 1 2016 PERMIT CENTER .............................. 3 01 11 16 CITY COMMENTS .............................. 2 10 29 15 PERMIT RESUBMITTAL .............................. 04 24 15 PERMIT .............................. ISSUE NO. DATE ITEM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . REG GERM ARCHITECT SUTE 480 ANDOVER PARK EAST TENANT IMPROVEMENT NKWIIA, WA 98188 ............................... RELEASE FOR: PERMIT ............................... TITLE: WALL I 1 r ES ............................... MOUNTING HEIGHTS ............................... DESIGNED BY: RB DRAWN BY: JL REVIEWED BY: RB APPROVED BY: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DATE: 04 10 15 SHEET NO: A3.3 ............................... PROJECT NO: 201503.01.001 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 2018 SYNTHESISPLLC 0 0 0 0 0 0 0 0 EXISTING NORTH ELEVATION 04718— O TSAWCUT 4 EXISTING E SAWCUT EXISTING E { PANEL FOR NEW € I PANEL FOR NEW j STOREFRONT E STOREFRONT F�f oF��-ll-o���� o���oo�000 -II-o off(-o��o FoFoo I IL_ - 11 II II IL_ —11 1 1 IL_ —11 II II -11 I 1 IL_ -A II IL_ —11 II L —ji 1— _1L L J1 L__1 L _J� �L _1L _1L i L-I L J' JL JL I 1L L _ — o _T o 7 — o I _I I — — — — — —, N L. — — — — — J N L— — — — — — -I N 5'-2" 10'-0" 5'-2" 5'-2" 10'-0" 5-2" 5'-2" 10'-0" 5'-2" , 4SO Z EXISTING CONCRETE TILT —UP PANELS REMOVE EXISTING ALUMINUM STOREFRONT SYSTEM / I - 111L II II II II I I II II II II I F --IF -IF 7F ---IF-1I I II I � I II II II I II III � III II II it II III III II IF 7F � -JL-- ]IL-jLjIL. 11 11 11 II 11 II II II II II II II II II -lf -11 IF 77 __1r_ -11 EXISTING WEST ELEVATION J SCALE: 1/8" = 1'-0" L OK OJ I H G F E D C B A 0 0 0 0 0 0 O NEW CORRUGATED 2 NEW ALUMINUM I STOREFRONT i SYSTEM, TYP 0 i L01 NEW CORRUGATED Lel NORTH ELEVATION SCALE: 1/8" = 1'-0" PARAPET 24'-0"t REMOVE EXISTING ALUMINUM STOREFRONT SYSTEM, TYP SECOND FLOOR 12'-0" 12503 Bel -Red Road, Suite 101 Bellevue, WA 98005 p 425 646 1818 f 425 646 4141 ,h FIRST FLOOR 480 ANDOVER PARK 0,r 0 GRADE" EAST, PLC 4 —0 TU KWI LA, WA 98188 1, PARAPET 24'-0" t ,b SECOND FLOOR 12'-0" r, FIRST FLOOR IF 0'-0" GRADE —4'-0" h PARAPET 24'-0"t r,SECOND FLOOR 12'-0" r, FIRST FLOOR 01-011 GRADE —— REGISTERED ARCHITECT r AMBALL BROWN 3tATE !�Sli1NGTQPI 480 ANDOVER PARK EAST ,6 PARAPET TENANT IMPROVEMENT TUKWIU, WA 98188 Id, SECOND FLOOR ................ 1'-0" r„-.. RELEASE FOR: . . . . . . . PERMIT . . . . . . . . . . . . . . . . . . . . . . . . c 7 ! e F (:. ., is f ; ': A TITLE: EXTERIOR ELEVATIONS . . . . . . . . JAN112016............................... PERMIT CCN (CR DESIGNED BY: . . . . . . . RB . . . . . . . . . DRAWN BY: JL . . . . . . . . . . . . . . . FIRST FLOOR REVIEWED BY: RB APPROVED BY: 0'-0" DATE: 04 10 . 1.5. .. A4.1 GRADE —4 —0' SHEET NO: PROJECT NO: . . . . . . . 201503.01.001 . . . . . . . . . . . . . . . . . . . . . . . . WEST ELEVATION SCALE: 1/8" = 1'-0" 0 2016 SYNTHESISPLLC SECOND FLOOR REFLECTED CEILING PLAN REFLECTED CEILING NOTES SCALE: 1 /8" = 1'-0" OSUSPENDED ACOUSTICAL CEILING, ARMSTRONG-TEGULAR-SECOND LOOK-"CORTEGA," SEE DETAILS 4/A9.1, 9/A9.1 AND 10/A9.1. HEIGHT PER FINISH SCHEDULE. NOTE: 3 GWB CEILING ON 6" METAL JOISTS (60OS137-33) @ 16" OC - ELECTRICAL DESIGN -BUILD CONTRACTOR TO PROVIDE EMERGENCY ILLUMINATION WITH 2 SEE DETAIL 14/A9.1. HEIGHT PER FINISH SCHEDULE. AN AVERGE OF 1 FOOT-CANDLE (MIN 0.1 FOOT-CANDLE) ALONG THE PATH OF EGRESS AT THE FLOOR LEVEL 3 EXHAUST FAN OGWB SOFFIT / HEADER 4 8'-0" AFF I D FIRST FLOOR REFLECTED CEILING PLAN Z SCALE: 1 /8 - 1 -0 m Eel LIGHT FIXTURE LEGEND 2 LAMP, RECESSED DIRECT -INDIRECT 2X4 FLUORESCENT: LITHONIA AV2 W/ T5 LAMPS - INPUT 73 WATTS. (FILL: -+ BATTERY BACKUP) SURFACE MOUNTED OR SUSPENDED 3 LAMP, 2X4 FLUORESCENT, INPUT 106 WATTS 18 CELL PARABOLIC LOUVER (FILL: BATTERY BACKUP) 2 LAMP, 1X4 SURFACE -MOUNTED FLUORESCENT W 0 WRAP -AROUND ACRYLIC LENS, INPUT 70 WATTS CIRCLE INDICATES CEILING MOUNTED) -� WALL OR CEILING MOUNT ILLUMINATED EXIT SIGN, W DIRECTION AS INDICATED, EXIT ARROW EMERGENCY POWER PACK, WHITE HOUSING W/ GREEN LETTERS, TWO 5 WATT COMPACT FLUORESCENT LAMPS PROVIDE SELF-CONTAINED EGRESS ILLUMINATION FIXTURE WITH BATTERY BACKUP (MAY BE COMBINED WITH EXIT SIGN) 0 0 REVIEWED FOR _ CODE COMPLIANCE ,APPROVED FEB 01 2916 8 City of Tulmila BUILDING DIVISION :� i :� 1 . •/ 4; j A 1 JAN 1 1 2016 -� PERMIT CENTER ER 12503 Bel -Red Road, Suite 101 Bellevue, WA 98005 p 425 646 1818 f 425 646 4141 480 ANDOVER PARK EAST, LLC TU KWI LA, WA 98188 ....... ...... .............. ............................... 3 01 11 16 CITY COMMENTS ---------- 2 10 29 15 PERMIT RESUBMITTAL .............. .............. ............................... 04 24 15 PERMIT .............. .............. ............................. ISSUE NO. DATE ITEM ............................................................ REGISTERED ARCHITECT FtAt 0 LEE BROWN SLATE F,SNI!vG10F1 480 ANDOVER PARK FAST TENANT IMPROVEMENT TUKWIIA, WA 98188 ............................................................. RELEASE FOR: PERMIT ............................................................. TITLE: REFLECTED CEILING PLANS .............................. ........ DESIGNED BY: ................................................... RB DRAWN BY: JL .... . REVIEWED BY: RB APPROVED BY: DATE: 04 10 15 SHEET NO: A A6.1 .................................................. PROJECT NO: 201503.01.001 0 2016 SYNTHES18PLLO SINGLE -PLY MEMBRANE ROOF ASSEMBLY, CLASS B OR HIGHER 1 /2" PROTECTION BD ON RIGID INSULATION W/ VAPOR BARRIER WOOD NAILER AND BLOCKING R-21 BATT INSULATION STICK PINNED TO CONC PANEL 5 o ` ALUMINUM WINDOW I € SYSTEM d- I R-21 BATT INSULATION CORRUGATED METAL PANEL ON J" HAT CHANNELS, PROFILE TO BE DETERMINED EXISTING CONCRETE PANEL 2ND FLOOR 411'-7" , 15 A9.1 ALUMINUM WINDOW o I SYSTEM 20 CORRUGATED METAL PANEL o ON J" HAT CHANNELS, PROFILE TO BE DETERMINED R-21 BATT INSULATION }, FIRST FLOOR 0,_0" 41 r rCli� 7-111/ ttt s WALL SECTION AT WINDOW SYSTEM WALL CAP SCALE: 3" = 1'-0" W_j cn W �r- ® WOOD CAP W/ EASED EDGES OU TOP OF WALL +42" AFF MIN WOOD BLOCKING WALL PER WALL TYPE PLAM DOOR W/ CONCEALED HINGES - PLAM ALL EDGES, TYPICAL CABINET INTERIOR OF LOW PRESSURE LAMINATE (WHITE MELAMINE) WIRE PULLS, TYPICAL CABINET OVER REFRIGERATOR SCALE: 3/4" = 1'-0" TYPICAL UPPER CABINET SCALE: 3/4" = 1'-0" 2/07 MELAMINE SHELF ON KV SHELF SUPPORTS PLAM DOOR W/ CONCEALED HINGES - PLAM ALL EDGES, TYPICAL CABINET INTERIOR OF LOW PRESSURE LAMINATE (WHITE MELAMINE) WIRE PULLS, TYPICAL 2/07 PAPERSTONE "SIENNA" SOLID SURFACE COUNTER & BACKSPLASH `D FIXED PANEL N \ WIRE PULLS, TYPICAL PLAM DRAWER FACE W/ FULL - EXTENSION STEEL ROLLER C14 GUIDES. PLAM ALL EDGES, TYP. iL CABINET INTERIOR OF LOW III PRESSURE LAMINATE (WHITE MELAMINE) 3 1 /2" RUBBER BASE, TYPICAL 34" SINK CABINET W/ PULL-OUT SHELVES SCALE: 3/4" = 1'-0" 4/14 PAPER STONE "SIENNA" SOLID SURFACE COUNTER & BACKSPLASH WIRE PULLS, TYPICAL `— PLAM DRAWER FACE W/ FULL - EXTENSION STEEL ROLLER C14 GUIDES. PLAM ALL EDGES, TYP. CABINET INTERIOR OF LOW C14 PRESSURE LAMINATE (WHITE MELAMINE) 3 1 /2 r7 RUBBER BASE, TYPICAL 3411 BASE CABINET W/ PULL-OUT SHELVES METAL STUDS STAGGERED @ IBC INSTALLATION REQUIREMENTS FOR CONTRACTORS - SEISMIC DESIGN CATEGORY D 8'-0" OC FOR ALL UNBRACED - MINIMUM 2" WALL MOLDING STRAIGHT RUNS OF WALL OVER - GRID MUST BE ATTACHED TO TWO ADJACENT WALLS AND UNATTACHED AT OPPOSITE WALLS 12'-0"- ATTACH TO STRUCTURE ABOVE W/ APPROPRIATE POWER - GRID AT UNATTACHED WALLS TO HAVE 3/4" CLEARANCE FOR MOVEMENT DRIVEN FASTENERS - ENDS OF MAIN BEAMS AND CROSS TEES MUST TIED TOGETHER TO PREVENT SPREADING CONTINUOUS CEILING GRID- - SUPPORT WIRES REQUIRED WITHIN 8" OF TERMINAL ENDS OF MAIN BEAM AND CROSS TEES DO NOT CUT - HEAVY-DUTY MAIN BEAMS REQUIRED. SUSPENDED CEILING - CEILING AREAS OVER 2,500 SF REQUIRE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITIONS. - SUSPENDED CEILING SUBJECT TO SPECIAL INSPECTION. CONTRACTOR TO CONSULT WITH FIELD WALL PER WALL TYPE INSPECTOR PRIOR TO INSTALLATION. - LATERAL FORCE BRACING SYSTEM SHOWN BELOW REQUIRED FOR CEILINGS OVER 1000 SF. - SEE NORTHWEST WALL AND CEILING BUREAU FIELD TECHNICAL PUBLICATION 401, "SUSPENSION SYSTEMS FOR LAY -IN CEILINGS" FOR ADDITIONAL INFORMATION. PARTITION HEAD & BRACING DETAIL MAY VFRT gTRIIT I FNI(;THq SCALE: 3/4" = 1'-0" 2/07 1/2" EMT 5'-10" 45 OR MOKt VtfCIIVHL rcww BRACING STRUT 3/4" EMT 7'-8" 12' O.C. MAX, � 1" EMT 1-5/8" STUD* 9'-9" 12'-0" o• 6 MAX FROM 2-1/2" STUD* 13'-6" WALLS 2x1-5/8" STUD** 15'-0" HANGER WIRE *20 GA **20 GA BACK - FASTEN MEMBERS TO WALL TO -BACK ANGLE ® ONE WALL EACH DIRECTION SPACE @ OPPOSITE WALL FOR MOVEMENT MAIN RUNNER WALL RUNNER ACP TYPICAL CEILING SUPPORT Q WALL J SCALE: 3" = 1'-0" CEILING @ TOILET ROOM SCALE: 1-1 /2" = 1'-0" 2/07 METAL TOP RUNNER TRACK OR WOOD TOP PLATE SUSPENDED ACP CEILING FRAMING SOLID BLOCKING ACOUSTIC INSULATION IN CEILING GWB CEILING WALL PER WALL TYPES 12 GAUGE SPLAYED BRACE WIRES CROSS RUNNER SUSPENDED CEILING INSTALLATION REQ'MTS SCALE: N.T.S. 5 1/2" TYPICAL WINDOW H 2/07 P) NWWCB 401 (IBC 2012) CEILING PER FINISH SCHEDULE INTERIOR WALL PER WALL TYPE EXISTING CONCRETE WALL PANEL ALIGN FACE OF FRAMING WITH EDGE OF WINDOW NEW WINDOW SYSTEM SEALANT 12503 Bel -Red Road, Suite 101 Bellevue, WA 98005 p 425 646 1818 f 425 646 4141 480 ANDOVER PARK EAST, LLC TUKWILA, WA 98188 ............................... JAMB SIMILAR) 1 TYPICAL WINDOW SILL (GWB) SCALE: 3" = 1'-0" 4/08 . ..... .. ..... ................. .............................. .............................. CONTINUOUS SEALANT ALIGN FACE OF FRAMING WITH - - - - - - - - • - - - - - - - - - - - - - - - - - BOTTOM OF WINDOW SILL 3 01 11 16 CITY COMMENTS NEW WINDOW SYSTEM 10 29 15 PERMIT RESUBMITTAL 04 24 15 PERMIT ISSUE NO. DATE ITEM INTERIOR WALL PER WALL TYPE EXISTING CONCRETE WALL PANEL 4/08 WALL PER WALL TYPE SILL BELOW PREPAINTED J-METAL PREFINISHED BREAK SHAPE ACOUSTIC SEALING TAPE EXISTING WINDOW SYSTEM WINDOW AT AL WINDOW MULLION SCALE: 3" = 1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED FEB 01 2016 9 City of Tukwila BUILDING DIVISION 480 ANDOVER PARK EAST TENANT IMPROVEMENT TUKWIU, WA 98188 RELEASE FOR: PERMIT TITLE: DEfAI LS •, r �,-:; •-ti,-- , ,., ..., �E I iSf, It E! (� . . . . . . . . DESIGNED BY: . . . . . . - - . . . . . . . . . RB . . . . . . . . . - - . . . . . . . . DRAWN BY: JL . . . . . . . . - . . . . . . . . . . . . . . . REVIEWED BY: RB APPROVED BY: JAN112016 PERMIT CENTER . ATE: ...... D . . . . . . . 04 ..1015.1.5 ................ . - ... SHEET NO: . . . - A9..I. PROJECT N0: 201503.01.001 SCALE: 1/2" = 1'-0" SCALE: 3/4" = 1'-0" 4/15 0 2016 8YNTHEStSPLLC POST & PAD FTG NEW POST PER PLAN ABU66 BASE EXP. BOLT a (E) CONC. SLAB (EMBED 5") .o' 0,_0» a 4 II 4 O II-til- d v 11= -I I t-III- I "' U NEW 3'-0"x3'-0" FOOTING .I r WITH 3-#5 E.W., BOTTOM SECTION A-1 * 0 SCALE: Y4"=1'-0" REMOVE EXISTING FRAMING PER ARCH. I _ 0 0 (E) FLOOR JOIST PER PLAN �- (E) GLB PER PLAN ECCQ5-6SDS2.5 NEW POST PER PLAN SECTION 13- 1.0 SCALE: 3f4"=1'-0" SPECIAL INSPECTION PROGRAM IBC 2012 CODE CODEor STANDARD INSPECTION FREQUENCY SISTEMAND MATERIAL REFERENCE REFERENCE CONTINUOUS I PERIODIC RE LARKS sons Shallow foundations 1705.E Geotechnical Report - - X Geotechincal engineer to verify footing excavations, soils __ ..... _ . .. .. _ _ X Stricturalfill land fill material meet the requirements oftheirreport. CONCRETE Formwork 1705.3 ACI 318 -- X Inspect formwork for shape, location, and dimensions. Rebar, PT strands and their placement -- X Verify sizes and locations. Concrete mixes ---X Verify correct design nnixis used. Cast -in embed and anchor bolt placement X -- Verify size, location, and embedment. Concrete or shotcrete placement X -- Inspect concrete and shotcrete placement for proper application technique. Provide three 4" diameter samples for each concrete pour, 150 cubic Concrete sampling and testing X yard of concrete, or 5000 square feet of slab orwalls. Test one cylinder - __. _._ at 7 days and remaining at 28 days Test for slump, air content, and strength. _ WOOD _ Wood framing layout and details - X - X Shearwalls and lnoldown installation _ - - 1705.5 NDS _.- _ Verify that the member sizes and grades, structural panel _ .. __ ___ _ _ _ -- X Roof and floor diaphragms SDPWS thickness and grades,nailing size and spacing, and allother -- i X Connections for collectors, chords, and bracing connections conformto the drawings POST -INSTALLED ANCHORS Post -installed anchors or rebar installed in hardened 1705.1 ICC Evaluation Report X Verify anchor product type, dnmensions, hole preparation - concrete or masonry 1703.4.2 and condition, adhesive expiration dates, installation procedures, embedment, tightening torque, etc. comply with reports. Powder Driven Fasteners 1705.1 ICC Evaluaton Report -- X FABRICATORS Verify that the fabricator is approved by the building official to perform Approval of fabricators 1704.2.5 -- X work without special inspection. If not approved, the special - inspector shall review the shop's fabrication and quality control procedures for compliance with this section. Special Inspection/Testing ProgramNotes: 1. The special inspector shall be a qualified person who shall demonstrate competence to the satisfaction of the Building Official for the type of inspections listed. _ ._.._ _ -- - - 2. If necessary, the contractor shall arrange a pre constriction meeting Nvith the Architect, Engineer, Building Official Testing Agency to review the special inspection program 3. Duties of the Special Inspector include, but are not 1nnited to: A. Observe the work for conformance with the approved permit plans and specifications. Discrepencies shall be brought to the attention of the Contractor for correction, if uncorrected, then to the attention of the Architect, Engineer, and Building Official B. Issue Inspection Reports for each inspection to the Contractor, Architect, Engineer, and Building Official as a nninimuin. The reports shall be issued in a timely manner. C. The Special Inspector shall submit a final report stating whetherthe workrequiring special inspection was inspected, whether the work was completed in confomnance with the approved plans and specifications, and whetherthe workwas in conformance with any applicable workmanship provisions of the applicable code or standard. 4. Special inspections and testing requirements apply equally to all bidder designed components. _. .. - 5. Fabricators shall submit a certificate of compliance to the Building Official stating that work was completed in accordance with the approved constriction documents. T 22'-9" f 21'-3" f 44 55 22'-0" f 24'-O" f 27'-9" I ( 18'-3" I I_ 22'-0" I I 22'-0" GENERAL NOTES STRUCTURAL STEEL: MISCELLANEOUS STEEL CONNECTORS TO BE SIMPSON, OR APPROVED EQUAL. NAIL ALL CODE: INTERNATIONAL BUILDING CODE, 2012 EDITION HOLES WITH NAILS AS SPECIFIED BY MANUFACTURER UNLESS SHOWN OTHERWISE ON DRAWINGS. ALL NAILS ATTACHING TO PRESSURE TREATED WOOD MEMBERS SHALL BE HOT BUILDING RISK CATEGORY =1T DIPPED GALVANIZED. MACHINE BOLTS TO BE A307. LIVE LOADS:MEZZANINE FLOOR....................75 PSF (INCLUDES 15 PSF PARTITION) FRAMING LUMBER: REFERENCE DESIGN VALUES SEISMIC DESIGN INFORMATION: 6x POSTS..........................................D.F.#1........................................ Fb =1200 psi Ss = 144.2% SDs = 0.961 LUMBER NOT NOTED SHALL BE D.F. #2 OR BETTER. = IE = St = 53.3. 6% SDI 0.53E 1-0 ALL GRADES SHALL CONFORM TO WWPA WESTERN LUMBER GRADING RULES -- 2011 SITE SOIL CLASS = D SEISMIC DESIGN CATEGORY = D EDITION. ALL BOLTS HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS EXCEPT AS NOTED FOR ANCHOR BOLTS UNDER STRUCTURAL FOUNDATIONS: STEEL SECTION. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE SOIL BEARING CAPACITY ASSUMED TO BE 2000 PSF PER ORIGINAL DRAWINGS DATED PRESSURE TREATED. MAXIMUM MOISTURE CONTENT 19% AT INSTALLATION FOR ALL SEPTEMBER, 1981. SOILS ENGINEER TO VERIFY IN FIELD. ALL FOOTINGS SHALL BEAR ON LUMBER. UNDISTURBED EARTH OR SOIL COMPACTED TO 95% MODIFIED PROCTOR PER ASTM D-1557. SPECIAL INSPECTIONS: ALL EXTERIOR FOOTINGS SHALL BE 18 INCHES MINIMUM BELOW LOWEST ADJACENT GRADE. SPECIAL INSPECTIONS PER IBC SECTION 1705. A COPY OF ALL INSPECTION REPORTS AND CONCRETE: TEST RESULTS FOR ALL REQUIRED INSPECTIONS SHALL BE SUBMITTED TO THE BUILDING ALL CONCRETE SHALL BE STONE -AGGREGATE CONCRETE HAVING A UNIT WEIGHT OF DEPARTMENT, SHUTLER CONSULTING ENGINEERS, THE OWNER AND THE ARCHITECT BY THE APPROXIMATELY 145 POUNDS PER CUBIC FOOT. 28 DAY COMPRESSIVE STRENGTH SHALL BE TESTING AGENCY FOR REVIEW. THE TESTING AGENCY SHALL BE AN INDEPENDENT TESTING AS FOLLOWS: AGENCY APPROVED BY THE BUILDING DEPARTMENT. THE FOLLOWING INSPECTIONS SHALL BE PROVIDED AS A MINIMUM; ADDITIONAL INSPECTIONS AS REQUIRED BY THE BUILDING fc = 2500 psi FOR FOOTINGS DEPARTMENT SHALL ALSO BE PERFORMED. JOB SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN OFFICIAL INSPECTION. CONCRETE SUBMITTALS SHALL CONFORM TO ACI 318 CHAPTER 5. MIXING AND PLACING OF SEE SPECIAL INSPECTION FREQUENCY TABLE ON THIS SHEET FOR BOTH ON SITE ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE IBC AND ACI CODE 318. PROPORTION CONSTRUCTION AND OFF SITE FABRICATION. OF AGGREGATE TO CEMENT SHALL BE AS SUCH TO PRODUCE A DENSE, WORKABLE MIX, WITH A MAXIMUM SLUMP OF 4 INCHES, WHICH CAN BE PLACED WITHOUT SEGREGATION OR SHOP DRAWINGS: EXCESS FREE SURFACE WATER. 3/4" CHAMFER ON ALL EXPOSED CONCRETE EDGES UNLESS SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS CONSISTING ANCHORAGE TO CONCRETE: OF REPRODUCTIONS OR COPIES OF ANY PORTIONS OF THE STRUCTURAL DRAWINGS WILL EXPANSION BOLTS INTO CONCRETE SHALL BE SIMPSON STRONG -BOLT 2 AS MANUFACTURED NOT BE ACCEPTED AS SHOP DRAWINGS NOR REVIEWED BY THE STRUCTURAL ENGINEER AS BY SIMPSON STRONG -TIE COMPANY, INC. SPECIAL INSPECTION AND INSTALLATION PER SUCH. ICC-ES REPORT ESR-3037. 1) REINFORCING STEEL a)structural concrete elements i.e. beams, walls, col, figs, etc. EPDXY FOR FASTENING ANCHOR BOLTS AND REBAR INTO EXISTING CONCRETE TO BE 2) STRUCTURAL STEEL ITEMS SIMPSON SET-XP EPDXY ADHESIVE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE SUPERSEDED BY THE INC. SPECIAL INSPECTION AND INSTALLATION PER ICC-ES REPORT ESR-2508. STRUCTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR ANCHORAGE SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER. ANCHORAGE TO MAKE CERTAIN THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST SUBSTITUTION REQUESTS REQUIRE ADDITIONAL ENGINEERING SERVICES. STRUCTURAL DRAWINGS. SPECIAL CONDITIONS: REINFORCING STEEL: THE DRAWINGS INDICATE THE STRUCTURE IN ITS FINAL CONDITION. DURING ALL REINFORCEMENT SHALL CONFORM TO ASTM A615. ALL REINFORCING SHALL BE GRADE CONSTRUCTION THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, AND 60 (Fy = 60,000 psi; Fs = 32,000 psi). LAP CONTINUOUS REINFORCING BARS IN CONCRETE AS GUYING IN ACCORDANCE WITH SOUND PRACTICE AND ALL NATIONAL, STATE, AND LOCAL INDICATED BELOW. CORNER BARS (1'-7" BEND) WILL BE PROVIDED FOR ALL HORIZONTAL CODES. CONTRACTOR TO COORDINATE ALL TRADES AND VERIFY DIlVIENSIONS INFIELD REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH THE ACI MANUAL OF STANDARD OBTAIN ARCHITECT'S APPROVAL PRIOR TO ALL FIELD CHANGES. SEE ARCHITECTURAL PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES. DRAWINGS FOR ALL FLOOR AND WALL OPENING DIMENSIONS AND LOCATIONS, FLOOR AND MINIMUM LAP SPLICE LENGTHS FOR CONCRETE WALL FINISHES, ETC. BAR SIZE fc=2500 #4 31" #5 39" #6 47" #7 68" THE FOLLOWING MINIMUM COVER SHALL BE PROVIDED FOR REINFORCEMENT (UNLESS INDICATED OTHERWISE ON DRAWINGS): A) CONCRETE CAST AGAINST & PERMANENTLY EXPOSED TO EARTH.....................................................................................3" EARTH FACE B) CONCRETE EXPOSED TO EARTH OR WEATHER (CAST IN FORMS) #6 THROUGH #18 BARS.........................................................2" #5 BARS & SMALLER............................................................1-1/2" C) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND SLABS, WALLS & JOIST - #11 BAR & SMALLER................3/4" BEAMS & COLUMNS ............................................................. 1-1/2" (GENERAL NOTES CONTINUED ABOVE LEFT) 2 3 44 55 6 12'-0" � I I CO I � t t I V" (E)F2.0 ' �C_+ t �F�` G0� ��+lb € o ml [ ( I L(N)F3.0 L`_� €o(N)F3.0 (E)F3.5 (E)F2.75 (E)F2.OE)F4.0 l ? t AGO AGO cn Q rn w I I I C € € t € lb (E) STAIR i 3" P.C. PANEL 7 (E)F1.75 (E)F1.75 EXISTING PARTIAL, FOUNDATION PLAN SCALE: )�"=1'-O" NOTES: 1) VERIFY EXISTING CONDITIONS & DIMENSIONS IN FIELD. NOTIFY ARCHITECT & ENGINEER OF DIFFERENCES. 27'-9" 12'-0" I I I 18'-3" 22'-0" \ (E) RIM BOARD - I I I / i \ A35 E 5 x19 GLB \\\ ,'� E 5Yx19Y GLB I E 5Yxl9Y GLB o O/ \ O 1 O V O N cfl // I \\\X Cv (0 N W W // \\ W W N )GER ----------- _ II � �. REMOVE (E) U II U FRAMING PER ARCH. ' I n n 06 r 0 N CD 22'-0" (E) 2xl 2 I I (E) 3x12 @ 12"o.c. U (E) 3x12 @ 16"o.c. i i (E) JOISTS 0 12 oc. U I I I I -_-� II n Uw N X__ 04 oCL XII II �� r II II II II PARTIAL MEZZANINE FRAM I N G P LAN. SCALE: Ya"=1'-0" NOTES: VERIFY EXISTING CONDITIONS & DIMENSIONS IN FIELD. NOTIFY ARCHITECT & ENGINEER OF DIFFERENCES. REVIEWED FOR CODE COMPLIANCE APPROVED FEB 01 2016 i- City of Tukwila BUILDING DIVISION 12503 Bel -Red Road, Suite 101 Bellevue, WA 98005 p 425 646 1818 f 425 646 4141 480 ANDOVER PARK EAST LLC TUKWILA, WA 98188 9111111110 AM OM SHUTLER _ CONSULTING mwmm ENGINEERS Inc. 12503 Bel -Red Road Suite 100 Bellevue, Washington 98005 (425)450-4075 FAX: (425)450-4076 C@2016 All rights reserved. No part of this document may be reproduced, In any form or by any means, without permission In writing from Shutler Consulting Engineers, Inc. I - 1-8-16 PERMIT SUBMITTAL ISSUE NO. DATE ITEM L - - I I fi JAN 1 1 2016 PERMIT CEN'i-ER 31757 r r l� y 480 ANDOVER PARK EAST TENANT IMPROVEMENT TUKWILA, WA i • SHEET; INFORMATION RELEASE FOR: PERMIT I I TITLE: GENERAL NOTES SPECIAL INSPECTIONS PLANS & SECTIONS ENGINEER: JH DRAWN BY: REVIEWED BY: aJH APPROVED BY: DATE: 1-8-16 SHEET NO: S-1.0 PROJECT NO: 16-04.01 1 OF 1