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HomeMy WebLinkAboutPermit D17-0120 - SEATTLE INSURANCE GROUP - DECK ADDITIONASATUROV RESIDENCE DECK ADDITION 545 ANDOVER PARK W D17-0120 Parcel No: Address: 0 City of Tukwila a 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.eov DEVELOPMENT PERMIT 2623049144 545 ANDOVER PARK W 211 Project Name: SEATTLE INSURANCE GROUP Permit Number: D17-0120 Issue Date: 5/30/2017 Permit Expires On: 11/26/2017 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: SOUTHCENTER CORPORATE SQUAR 635 ANDOVER PARK W #107, TUKWILA, WA, 98188 CHELSEA GASKILL 635 ANDOVER PARK W STE 107 , TUKWILA, WA, 98188 DAVIS SCHUELLER INC 20700 44TH AVE W STE 280, LYNNWOOD, WA, 98036 DAVISSI105PN SOUTHCENTER CORPORATE SQUAR 635 ANDOVER PARK W #107 , TUKWILA, WA, 98188 Phone: (206) 575-3080 Phone: (206) 775-9400 Expiration Date: 7/1/2018 DESCRIPTION OF WORK: MINOR DEMO, CONSTRUCTION OF PARTITIONS, DOORS, CASEWORK, NEW FLOORING, PAINT IN EXPANSION AREA. NO ALTERATIONS OF CORE OR STRUCTURAL WORK. Project Valuation: $45,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $1,576.34 Occupancy per IBC: Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Permit Center Authorized Signature Number: 0 o 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 y rmit and agree to thcondi attached to this permit. Signature: Print Name: kUif fear Gtr k-11 1 Date: //i7 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: 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. 3: 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. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 5: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 6: 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. 0 7: 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) 8: 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) 9: 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) 10: Maintain fire extinguisher coverage throughout. 11: 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) 12: 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) 13: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 14: 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) 15: 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) 19: 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) 17: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 16: 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). 21: 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) 20: 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) 22: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 23: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 24: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. 18: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) Aglw 25: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 26: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TulcwilaWA.gov Building Permit No. C !1 " 0W-0 Project No. Date Application Accepted: Date Application Expires: I (For office use o ly) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 545 Andover Park West Tenant Name: Seattle Insurance Group PROPERTY OWNER Name: Southcenter Corporate Square Address: 635 Andover Park West Suite 107 City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Chelsea Gaskill Address: 635 Andover Park West, Suite 107 City: Tukwila State: WA Zip: 98188 Phone: (206) 575-3080 Fax: Email: cgaskill@pinnacle-commercial.com GENERAL CONTRACTOR INFORMATION Company Name: TBA Company Name: Nelson Architecture Company Name: N/A Architect Name: Linda Ducey Address: Address: 1500 Westlake Ave N Suite One Cit': Seattle State: WA City: State: Zip: Phone: Fax: Phone: ' Fax: Contr Reg No.: Email: Exp Date: Tukwila Business License No.: HAApplications\Formc-Applications On Linc\201 I Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh King Co Assessor's Tax No.: 262304914407 Suite Number: 211 Floor: 2 New Tenant: ❑ Yes 0 ..No ARCHITECT OF RECORD Name: Owner Funded (Southcenter Corp. Square) Company Name: Nelson Architecture Company Name: N/A Architect Name: Linda Ducey Address: 1500 Westlake Ave N Suite One Cit': Seattle State: WA zip: 98109 Phone: (206) 441-1449 Fax:. Email: Lducey@nelsononline.com State: ENGINEER OF RECORD Name: Owner Funded (Southcenter Corp. Square) Address: 635 Andover Park West Suite 107 Company Name: N/A 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 Funded (Southcenter Corp. Square) Address: 635 Andover Park West Suite 107 City: Tukwila State: WA Zip: 98188 Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 45,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Minor demo, contruction of partitions, doors, casework, new flooring, paint in expansion area. No alterations of core or structrual work. 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 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: Will there be a change in use? ❑ Yes Compact: Handicap: ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: O Sprinklers 0 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-I l.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 10,000 2° Floor 10,000 3rd Floor Floors thru Basement • Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *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: Will there be a change in use? ❑ Yes Compact: Handicap: ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: O Sprinklers 0 Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-I l.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION - 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila 0 ...Water District #125 ❑ ...Water Availability Provided Sewer District I] ...Tukwila ❑ ...Sewer Use Certificate ❑...Valley View ❑ ...Sewer Availability Provided 0 .. Highline El .. Renton E l .. 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 Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Bond ❑ .. Insurance 0 .. Easement(s) ❑ .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours El ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ O ...Total Cut 0 ...Total Fill cubic yards cubic yards O ...Sanitary Side Sewer 0 ...Cap or Remove Utilities ❑ ...Frontage Improvements O ...Traffic Control O ...Backflow Prevention - Fire Protection Irrigation Domestic Water E l ...Traffic Impact Analysis E l ...Hold Harmless — (SAO) El ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours El .. Right-of-way Use — Potential Disturbance El .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut E l .. Looped Fire Line El ...Permanent Water Meter Size... El ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public „ „ ft ft ❑ .. Grease Interceptor El .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding WO# WO# WO # ❑ ...Deduct Water Meter Size . Private Private CI 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: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forma-Applications On Line \2011 Applications\Pemtit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED' TO APPLY FOR THIS PERMIT. BUILDING OWNER IR AUTHO ZF�NT: Signature: \\ Date: 513 H Print Name: C V1€1 SP et 01 i t 1 Day Telephone: 2 Ob - S 15 - W8d Mailing Address: (0 Arlo! (Nei, i Di t (tikku: 4F1186 City H:\Applications\Forns-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bb • State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ( ACCOUNT QUANTITY PermitTRAK PAID $1,576.34 D17-0120 Address: 545 ANDOVER PARK W 211 Apn: 2623049144 $1,576.34 DEVELOPMENT $1,530.11 PERMIT FEE R000.322.100.00.00 0.00 $924.61 PLAN CHECK FEE R000.345.830.00.00 0.00 $601.00 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $46.23 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R11417 R000.322.900.04.00 0.00 $46.23 $1,576.34 Date Paid: Wednesday, May 03, 2017 Paid By: SOUTHCENTER CORPORATE SQUAR Pay Method: CHECK 7468 Printed: Wednesday, May 03, 2017 2:25 PM 1 of 1 CRSYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION De 7 -0/20 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: 677n7710 0157 4.l Type of Inspection: y t -0/ 2Y(2-. i i'Z— Address: /1401,APex l Date Called: Special Instructions: Date Wanted: -1' 2f—/ 7 a.m. p.m. Requester: Phone No: r Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: c>IK SSS` f - / it -O/ c- - t71 -t Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 b)7 -o« Project: %';. ol'ut,,P Type of Inspection: SuSf -x b Ce/LI "(- Address: "A 52/ ANbo Vit Date Called: Special Instructions:�, ` 1 Date Wanted: % iv / P.m. Requester: ,,// A Phone No: 206 -_ s-71- % 3 f Approved per applicable codes. Corrections required prior to approval. COMMENTS: da / L/HG- Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit hl?- a `Zo 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: /` 7'T "' ,til y�. 6)20)P Type of pection: -,12/4141 i Ale - Address: 1 A J 5 i v f 7A�ie �l�V Date Called: Special Instructions:i iyeN peg*,17- ON 511' Date Wante : 6I3 / a.m. p.m. Requester: Phone No: Approved per applicable codes. E Corrections required prior to approval. COMMENTS: &f< "PAM' 14C - Inspector: Date: 6./9.17 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /7-F- /17 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: �.., .-'u�c -E' Type of Inspection: f7, -- ,�/4- Address: Suite #: 4y4 -me W Contact Person: Special Instructions: Phone No.: -Approved per applicable codes. Corrections required prior to approval. COMMENTS: /'7r, 04- / 5 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector 1_,,, 0/4S-? t Date: -7/n I ITh Hrs.: .4 , 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1n-O(Z '")- S .10(1 1�-F-,/q PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: G -7- 4 Ar.. aana Type of Inspection: we - Address: Suite #: ) N 11 Contact Person: Special Instructions: Phone No.: MApproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: ,Permits: Occupancy Type: — jIL - &vet` - ' > iv 44f/ /:;;- , i..e - .1 Gv , 4 - 1/4 -17 e7.4-# .-. ,4-r. /-;; e %r�- L✓h h i-r� r Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: ,Permits: Occupancy Type: 1 d Inspector: �MSJ Date: 1///&/i 7 Hrs.: C. (} i $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /7-s -/oY PERMIT NUMBERS `CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:,,.—,, .r� .!!. /- 7 ! �A ' �`v<t a..i-€-`.it-c-_ Type of Inspection:� �Va. ti Address: Suite #: SVS /ft'i) Contact Person: Special Instructions: Occupancy Type: _ Phone No.: p �proved per applicable codes. t Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: _ -- Ot--- t/ rA VOX - o 1 A'- 9xe- Hfmt-nrk_1, e �. 'i / /41-7 <747cireivu — elivi6e4 rige /71,9--"--i;e4 --.0)--,.-- 1,4,1/ "- tom N -. bv1 -PbeN 1 ,i4id-ter Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: _ Inspector' 3' Date:�/1 7/ ? Hrs.': /- c / f $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 PERMIT COORD COPY O PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0120 DATE: 05/08/17 PROJECT NAME: SEATTLE INSURANCE GROUP SITE ADDRESS: 545 ANDOVER PARK W X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision #. after Permit Issued DEPARTMENTS: Building Division ft -r PQM NA gI6IIri Public Works g; Fire Prevention Structural I -S7 M17 pry O 5\I1111 Planning Division Permit Coordinator n PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 05/04/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) DUE DATE: 06/06/17 Approved with Conditions ❑ Denied (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping ❑ PW 0 Staff Initials: 12/18/2013 DAVIS SCHUELLER INC Washington State Department of Labor & Industries Home Espanol Contact: Safety & Health Claims & Insurance Search L&I Page 1 of 3 A -Z Index Help My L&I Workplace Rights Trades & Licensing DAVIS SCHUELLER INC Owner or tradesperson Principals SCHUELLER, KENNETH E, PRESIDENT STOCKBURGER, JAMES A, VICE PRESIDENT SCHUELLER, DANETTE, SECRETARY SCHUELLER, KENNETH E, TREASURER DAVIS, BILL E, PRESIDENT (End: 06/26/2014) SCHUELLER, KENNETH E, VICE PRESIDENT (End: 06/26/2014) DAVIS, BARBARA D, TREASURER (End: 06/26/2014) Doing business as DAVIS SCHUELLER INC WA UBI No. 601 273 797 4601 Chennault Beach Rd Suite 200 MUKILTEO, WA 98275 425-775.9400 SNOHOMISH County Business type Corporation Governing persons BARBARA. DAVIS BILL E DAVIS; DANNETTE SCHULLER; KEN SCHUELLER; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no, DAVISSI105PN Effective — expiration 10/15/1990— 07/01/2018 Bond ........... _.. CBIC Bond account no. SF2518 $12,000 00 Received by L&I Effective date 10/31/2003 10/15/2003 Expiration date Until Canceled Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601273797&LIC=DAVISSI105PN&SAW= 05/30/2017 DAVIS SCHUELLER INC Insurance .............................. BITCO National Ins Co $1,000,000.00 Policy no. CLP3639915 Received by L&I Effective date 06/28/2016 07/01/2016 Expiration date 07/01/2017 AMCO Ins Co Policy no. ACPGLA03026636708 $1,000,000.00 Received by L&I Effective date 06/22/2016 07/01/2016 Expiration date 07/01/2017 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings ............................................................................................................... No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 588,421-00 ................................. Doing business as DAVIS SCHUELLER INC Estimated workers reported Quarter 1 of Year 2017 "51 to 75 Workers" L&I account representative T1 / DESTINY ADAMS (360)902-4873 - Email: ADAF235@lni.wa.gov Account is current. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 11/10/2015 Inspection no. 317938271 Location 3600 15th avenue Seattle, WA 98114 Inspection results date 04/02/2014 Inspection no. 316973973 Location 12856 Gateway Dr Tukwila, WA 98168 Violations Violations Page 2 of 3 icip us irrprovc https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601273797&LIC=DAVISSI105PN&SAW= 05/30/2017 DAVIS SCHUELLER INC © Washington State Dept, of Labor & Industries. Use of this subject to the laws of the state of Washington. Page 3 of 3 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601273797&LIC=DAVISSI105PN&SAW= 05/30/2017 C D E SIG—CV-02.dwg V cn 0 N • a, 0 C v G 0 i L 0 IU ABBREVIATIONS N--__/ SCOPE OF WORK ��O ACT ACOUSTICAL CEILING TILE LF LINEAL FOOT ADJACENT/ADJUSTABLE MAX MAXIMUM SOUTHCENTER CORPORATE SQUARE si 1-445 lnADJ ER BLVD. TENANT INTERIOR IMPROVEMENT TO EXPAND AN EXISTING OFFICE SUITE ON THE SECOND FLOOR FOR OFFICE USE TO INCLUDE:APPROX • MINOR DEMOLITION OF PARTITIONS AND CASEWORK CONSTRUCTION OF PARTITIONS, DOORS AND CASEWORK • NEW FLOOR COVERING AND PAINT IN EXPANSION SUITE • NEW LIGHT FIXTURES IN CURRENT SUITE • NO STRUCTURAL WORK • NO ALTERATIONS OF CORE ADDRESS: 545 ANDOVER PARK WEST, TUKWILA, WA 98188 AFF ABOVE FINISH FLOOR MECH MECHANICAL ALT ALTERNATE MFR MANUFACTURER ALUM ALUMINUM MIN MINIMUM APPROXIMATELY MISC MISCELLANEOUS BUILDINO 1 BLDG BUILDING MTLL METAL ED BBLOCKINGUILDIMW MULLION B/S BUILDING STANDARD MW MICROWAVE OVEN EXISTING 2 -STORY OFFICE BUILDING w > CAB CABINET N NORTH I NEW CLR CLEAR/CLEARANCE N/A NOT APPLICABLE CLG CEILING NIC NOT IN CONTRACT CL CENTERLINE NO NUMBER COL COLUMN NOM NOMINAL COMM COMMUNICATION NTS NOT TO SCALE COMP COMPOSITION OC ON CENTER CONST CONSTRUCTION OPNG OPENING CONT CONTINUOUS OPP OPPOSITE CPT CARPET ORIG ORIGINAL CT CERAMIC/CONCRETE TILE PERM PERMANENT DIA DIAMETER PL PLATE >_ Q Y p Q / Q a. SITE ASSESSOR'S PARCEL #: 262304 9144 CC W LEGAL DESCRIPTION: Z W MINKLER 1LVD. LOT 4 OF CITY OF TUKWILA SHORT PLAT NO L97-0049 RECORDING NO 9711069009 SAID SHORT PLAT DEFINED - PORTION OF E 1/2 OF NW 114 OF SE 1/4, BEGIN NE CORNER OF SAID E 1/2 BEING r N 88-05-42 W 1339.34 FT FROM NE CORNER OF SE 114 TH S 01-47-29 W 1322.34 FT TO SOUTHEAST CORNER TH N 87-55-02 W 659.34 FT OF SAID E 1/2 TH N 01-47-29 E 1320.20 FT TO N LINE OF SAID E 1/2 TH S 88-05-42 E 659.34 FT TO POB LESS PORTION FOR 59TH AVE SOUTH LESS PORTIONS FOR STREETS AS CONVEYED BY DEED, RECORDING NO 7907120770 LESS PORTION CONVEYED TO CITY OF TUKWILA FOR ROAD BY DEED, RECORDING NO 9408290327. OCCUPANCY TYPE: GROUP B - OFFICE �` = D O UPLAND DR. EXISTING LOBBY AND CORRIDOR TYP. DIM DIMENSION PLAM PLASTIC LAMINATE DR DOOR PLYWD PLYWOOD DW DISHWASHER PR PAIR DWG DRAWING PTN PARTITION NO CHANGE IN BUILDING AREA NO CORE I SHELL WORK -NIC., CORE AREA) N.I.C., TYP. u) MIDLAND DR. E EXISTING / EAST R RADIUS I REMOVE / RELOCATE EA EACH RB RUBBER BASE EAD EXIT ACCESS DOORWAY REF REFRIGERATOR ELEC ELECTRIC REFL'D REFLECTED ELEM. ELECTRICAL REINF REINFORCING NO STRUCTURAL WORK NO EXTERIOR WORK (SHADED - TRILAND DR. CONSTRUCTION TYPE: V -N, SPRINKLERED NORTH ELEV ELEVATION (VIEW) REQ'D REQUIRED EQ EQUAL REV REVISION / REVERSE NO CHANGE IN USE EXIST EXISTING RM ROOM AREA OF WORK: ± 955 SQ.FT. EXT EXTERIOR RO ROUGH OPENING " FIN FINISH S SOUTH '"'" VICINITY MAP NA AREA OF SUITE: +/- 2,627 SQ. FT. FLR FLOOR SCHED SCHEDULE OCCUPANT LOAD FACTOR: VIP . , k'' TOTAL FLOOR AREA: 10,000 SQ. FT. FLUOR FLUORESCENT SC SOLID CORE FMC FLOOR MATERIAL CHANGE SECT SECTION PER TABLE 1004.1.2:100 SF PER OCCUPANT EXIT FR FIRE RATED SIM SIMILAR FT FEET SPEC SPECIFICATION FP FIRE PROTECTION SQ SQUARE FOR GROUP B - OFFICE NUMBER OF REQUIRED EXITS PER IBC 1015.1. = APPLICABLE CODES: 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 INTERNATIONAL FIRE CODE (IFC) 2015 INTERNATIONAL PLUMBING CODE (IPC) 2015 INTERNATIONAL MECHANICAL CODE (IMC) ICC/ANSI 117.1 -ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES 2015 WASHINGTON ENERGY CODE (WEC) 2015 NATIONAL ELECTRICAL CODE (NEC) WASHINGTON INDOOR AIR QUALITY CODE PROJECT DIRECTORY FURN FURNISH / FURNISHINGS STD STANDARD/ 2,627 SF 1:100 = 27 OCCUPANTS • GA GAUGE STL STEEL @ 1 EXIT REQUIRED, 2 EXITS PROVIDED GALV GALVANIZED STOR STORAGE - - . . - ■ - . - GD GARBAGE DISPOSAL SUSP SUSPENDED 1 GL GLASS /GLAZING TEL TELEPHONE GWB GYPSUM WALL BOARD TSG TEMPERED SAFETY GLASS EAD - EAD HC HOLLOW CORE TYP TYPICAL EXIT ACCESS TRAVEL DISTANCE: I I _ if/ 4 12 • HDW HARDWARE UNO UNLESS NOTED OTHERWISE HM HOLLOW METAL VCT VINYL COMPOSITION TILE MAXIMUM LENGTH ALLOWED FOR OCCUPANCY 1 35 HT HEIGHT VERT VERTICAL HVAC HEATING, VENTILATING, W WEST GROUP B- OFFICE IS 300' PER IBC TABLE 1017.2. L± ,, ,- 1 0 [ rr"" SOUTHCENTER AIR CONDITIONING W/ WITH EAD 2 CORPORATE SQUARE BLDG.1 POINT WHERE TWO PATHS TO SEPARATE EXIT , - . �, S IN INCH W/O WITHOUT INCL INCLUDE WC WALLCOVERING ARE AVAILABLE. iv BUILDING REPRESENTATIVE TENANT -- INSUL INSULATION WD WOOD C PINNACLE FAMILY OF COMPANIES SEATTLE INSURANCE GROUP 635 ANDOVER PARK WEST, SUITE 107 TUKWILA, WA 98188 CONTACT: CHELSEA GASKILL TELEPHONE: (206) 575-3080 " FAX: (206) 575-1198 EMAIL: CGASKILL@PINNACLEFAMILY.COM ARCHITECT CONTRACTOR INT INTERIOR )VER PARK V! JT JOINT LL@TE BY LANDLORD AT TENANTS COMMON PATH OF EGRESS I EXPANSION I EXISTING RIDGE TO KIT STAIR 8 5 X AREA EXPENSE TRAVEL: TENANT SUITE MAXIMUM LENGTH ALLOWED IS 100' PER IBCI Tr"9-- 7 6 TABLE 1006.2.1. AREA OF WORK = ± 995 SQ.FT. °° `i' p z ¢ LONGEST COMMON PATH OF EGRESS TRAVEL = ± 35 FT. TOTAL AREA OF SUITE 211: ±2 627 SQ.FT. Q NELSON TBD 1500 WESTLAKE AVE. N, SUITE ONE SEATTLE, WASHINGTON 98109 CONTACT: LINDA DUCEY TELEPHONE (206)441-1449 Iducey@nelsononline.com GENERAL NOTES 11 MINKLER BLVD. /\ IIIEMAIL: NORTH NORTH 2 ABBREVIATIONS NA 3 KEY PLAN, OCCUPANT LOAD CALCULATIONS AND EXITING NA 4 SITE PLAN NA NOTE: 1. PROVIDE FINISHED ENDS EXPOSED SURFACES, TYP. ALL 12 MECHANICAL, PLUMBING, FIRE 1. COMPLY WITH ALL APPLICABLE CODES. 2. GENERAL CONTRACTOR SHALL VISIT JOB SITE AND VERIFY FIELD CONDITIONS PRIOR TO PURCHASING MATERIALS OR COMMENCING THE WORK. 3. REPORT ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND DRAWINGS TO NELSON BEFORE PROCEEDING WITH THE WORK. 4. VERIFY THE BUILDING STANDARDS (B/S) BEFORE PROCEEDING WITH THE WORK. 5. OBTAIN ALL REQUIRED PERMITS AND APPROVALS BEFORE PROCEEDING WITH THE WORK. 6. WALLS, PARTITIONS AND CEILINGS SHALL BE INDEPENDENTLY BRACED TO RESIST SEISMIC FORCES. 7. PROVIDE BLOCKING AT ALL WALL MOUNTED ITEMS. 8. ALIGN AND SHIM TRANSITIONS BETWEEN OLD AND NEW CONDITIONS. 9. GENERAL CONTRACTOR SHALL REVIEW AND STAMP OR MARK REQUIRED SUBMITTALS AND SHOP DRAWINGS PRIOR TO SENDING COPIES TO NELSON FOR REVIEW AND COMMENT. 10. THE BUILDING REPRESENTATIVE SHALL ESTABLISH WORKING TIME AND STANDARDS OF CONDUCT. 11. DO NOT SCALE DRAWINGS. 12. GENERAL CONTRACTOR SHALL COORDINATE ACTIVITIES OF ALL SUBCONTRACTORS, DELIVERY, AND STAGING OF MATERIALS. PROTECTION AND LIFE SAFETY NOTES 2. PROVIDE FILLER PANELS AS 1. MECHANICAL, FIRE PROTECTION AND LIFE SAFETY ALTERATIONS AND CONSTRUCTION ARE BY OTHERS, UNDER SEPARATE PERMITS BY DESIGN / BUILD CONTRACTORS - DEFERRED SUBMITTALS. 2. REBALANCE THE HVAC SYSTEM AND PROVIDE WRITTEN REPORT TO BUILDING REPRESENTATIVE. 3. CLEAN ALL DIFFUSERS & GRILLS IN AREAS AFFECTED BY REMODEL. 4. VERIFY LOCATION OF ANY NEW THERMOSTATS WITH OWNER OR ARCHITECT PRIOR TO FINAL INSTALLATION. 5. ALL CONSTRUCTION WORK IS CONFINED TO THE BUILDING INTERIOR. CONTRACTOR SHALL PROVIDE BARRIERS OR SYSTEMS TO CONTAIN DUST, DIRT OR DEBRIS TO MINIMIZE INCONVENIENCE DURING CONSTRUCTION TO OTHER TENANTS WITHIN THE BUILDING. 6. CONSTRUCTION OPERATIONS SHALL NOT OBSTRUCT HALLWAYS, CORRIDORS, STAIRWAYS OR MEANS OF EGRESS FOR THE TENANTS OF THE BUILDING. 7. DO NOT DISRUPT HVAC, PLUMBING, ELECTRICAL OR FIRE PROTECTION SYSTEMS WITHOUT PRIOR AUTHORIZATION FROM THE BUILDING REPRESENTATIVE. THE CONSTRUCTION SITE SHALL BE LEFT CLEAN & ORDERLY AT THE END OF EACH WORK DAY. 9. NO ONE WILL OCCUPY THE AREA OF WORK OTHER THAN AUTHORIZED CONSTRUCTION PERSONNEL. 10. THE GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION BARRIERS TO INHIBIT ACCESS BY NON AUTHORIZED PERSONNEL AND AS REQUIRED BY O.S.H.A STANDARDS TO PREVENT INJURIES OR ACCIDENTS. 11. N.F.P.A. / I.F.C. APPROVED FIRE EXTINGUISHERS SHALL BE LOCATED WITHIN 75 FEET FROM ANY POINT ALONG THE PATH OF TENANT EGRESS OR AS REQUIRED BY THE LOCAL FIRE MARSHAL. 12. THE SPACE AROUND PIPES DUCTS ETC. PENETRATING FIRE RESISTANT CONSTRUCTION SHALL NOT EXCEED 1/2" AND SHALL BE PACKED SOLID WITH APPROVED FIRE SAFING MATERIAL AND SEALED WITH METAL ESCUTCHEONS EACH SIDE AS REQUIRED BY CODE. 13. MAINTAIN INTEGRITY OF FIRE -RATED ASSEMBLIES AND REPAIR ANY DAMAGE TO SPRAY -APPLIED FIREPROOFING. NECESSARY, TYP._ ; i I PLYWOOD / - ;,MATERIALS ° ° 'I' ° ° i 1/4" BACKING WITH ,I MELAMINE FINISH. ' / INTERIOR. 6 6 MELAMINE III, �I� .r : GWB SIM. (2) EQ' �, ) ; � SHELF SUPPORT, TYP. FACE OF III 314" PLYWOOD ADJUSTABLE SHELF WITH ° B/S UPPER CABS. WITH DOORS I AND ADJ. SHELVES, TYP. , /\ FINISH MELAMINE FINISH. I!! I�I (2) B/S A.D.A.-APPROVED SINK CABINET M (NO BOTTOM @ BASE) WITH B/S \\, / �� ,/ 7 - ° ° '•, ' ��I B/S ADA -COMPLIANT I,: CASEWORK HARDWARE. IIs & CABINET DOORS. P FINISH ON A.D.A.-COMPLIANT SINK FAUCET. X -LAM EXPOSED FACE WITH MATCHING B/S B/S COUNTERTOP a. � \ / EDGE BANDING AND MELAMINE FINISH AND BACKSPLASH. 9ON m INTERIOR FACE. �* SEISMIC B/S LOWER CABS. WITH DOORS, \ '" BRACING (BEYOND) X PER 12/TI-1. DRAWER, (1) ADJ. SHELF AND (2) B/S CONCEALED HINGES PER DOOR. 4" TOE KICK, TYP. - - / ti 1/4" NON-COMBUSTABLE WOOD FILLER UNDER MAIN /8. INSULATE WRAP @ EXPOSED c.,.;"/N N � / \ \ " SPACE FOR MICROWAVE, TYP. RUNNERS. / / 1/8" BLACK FOAM TAPE, HOLD BACK 1/4" FROM EDGE OF TRACK / (BOTH SIDES) SUPPLY & DRAIN LINES \ �' PLAM BACK/SIDE SPLASH. ,/ �/ �/ L EXISTING CEILING \` (t , < y k ti t 5 t k �J _ _ __ / T (WHERE INDICATED ON N METAL TRACK WITH (2) #10 36" " 3/4 FIXED PLAM SHELF WITHREFLECTED �r.4-- CD CEILING PLAN). -<--- SCREWS AT 16" O.C. i 60" MATCHING B/S EDGE BANDING. 18" CONTINUOUS 'L' METAL TRIM W/ PAPER WING (BOTH REVEAL (PAINT BLACK) OR SIDES OF PARTITION) MATCH EXISTING CONDITION. 7 PROJECT INF0RMATI0N NA 5 BREAK ROOM ELEVATION 3/8" =1'-0" 6 SECTION DETAIL 1 1/2" = 1'-O" (60TH SIDES OF PARTITION) 25" TI -1 COVER SHEET & DETAILS TI -2 DEMOLITION & CONSTRUCTION PLANS TI -3 REFLECTED CEILING PLAN AND ELECT./COMMUNICATIONS & FINISH PLAN RECEIVED CITY OF TUKWILA MAY 0 3 2017 PERMIT CENTER . FIRE RETARDANT TREATED T5/8" B/S S.S. FAUCET & PLYWOOD BLOCKING AT WALL _ HUNG ITEMS (WHERE SINK PER ANSI 117.1 25"/ REFER TO 3/4 PLAM `iiiAPPLICABLE- " CODE COMPLIANCE \__. DRAWING PLANS). BACKSPLASH. PL -1 / ALTERNATE FOR BLOCKING: 8 MEP & LIFE SAFETY NOTES NA BIS PLAM 20"WIDE SHEET METAL AT+40" \- COUNTERTOP, PER SCHEDULE. I x GALV. STEEL SILL TRACK. ATTACH TO STRUCTURE WITH FROM FLOOR TO BOTTOM (IN LIEU OF WOOD BLOCKING) EXISTING STRUCTURE PROTECTIVE PLAM COUNTERTOP AND 3/4° HILTI X U (OR XU15) UNIVERSAL '- , � �' BACKSPLASH. KNURLED SHANK POWER DRIVEN COVERING AT - _-------_=_ BIS ADA- COMPLIANT, '.. ~=:4; : ,4= : �:1;4� = �X'r ��rr W -L ,; PL -1 -4Y HCl ► �� FASTENER WITH MIN. EXPOSED - .,�:- CASEWORK _ _ EMBEDMENT @ 16 O.C. 5/8" GWB, TYPE'X' EACH SIDE '„� METAL CLIP METAL STUDS STAGGERED @ 8'-0" O.C. FOR ALL UNBRACED STRAIGHT RUNS OF WALL OVER 12'-0". ATTACH IL / / TO STRUCTURE ABOVE. PIPES. f- \ \- _ HARDWARE / r _�zo (FOLLOW MANUFACTURER'S INSTRUCTIONS). ) BASE, AS SCHEDULED. - , DRAWER ON (75) POUND / _ (BOTH (BOTH SIDES OF PARTITION.) FULL- EXTENSION SLIDE. 1/4" PLYWOOD I / FLOORING AS SCHEDULED BACKING SIDES PARTITION) EXISTING STRUCTURE (2) CONCEALED (BOTH OF (BELOW) WITH HINGES PER B/S ADA -COMPLIANT CASEWORK �' SCREWS ' ` °�u�ti MELAMINE EACH DOOR. HARDWARE, TYP. FINISH. // �� / (2)#10 (2) -► ° ° / j / / �-- CABINET DOORS. MELAMINE INTERIOR AS SCHEDULED (2)CONCEALED HINGES PER DOOR. DASHED P -LAM FINISH ON• EXPOSED FACE d - 0° TILE GRID � LINES M INDICATE 6" MIN. CLR. 8" MIN. CLR. WITH MATCHING ° / I ADJUSTABLE SHELF WITH MELAMINE FINISH. STUD SCHEDULE SCHEDULED CEILING & REQUIRED EDGE BANDING _ v v ACCESSIBLE /K y� AND MELAMINE N CLEARANCES. FINISH ON ° ° CABINET DOORS. P -LAM FINISH ON STUD SCHEDULE: INTERIOR FACE. ° EXPOSED FACE WITH MATCHING EDGE BANDING AND MELAMINE FINISH ON 2-1/2" = 250S125-27 (22 GA); MAX " I GALV STEEL STUD, PER STUD SCHEDULE, WITH 5/8" TYPE 'X' -INTERIOR 0 HIGH. PL -2 FACE. " GWB EACH SIDE.NOTES: 8 MAX 8 MAX), 8 MAX 8' MAX i 8'MAX 8'MAX X�2 MAX 1. LATERAL BRACING IS TO BE INSTALLED ON ° ° _10 3-5/8 = 362S125-27 (22 GA); MAX CONTINUE r 'I 'I I '- 'r I TO END WALL TENANT PARTITIONS AT 8 FEET O.C. EXCEPT AT FINISH FLOOR `" _13' 0"HIGH. - I ��Z OMIT BRACING AT WALL LATERAL BRACING (STAGGERED) PER /TOP ( OF WALL INTERSECTIONS WITH WALLS AT LEAST 4 FEET LONG. (PER TYPICAL PARTITION PLAN) 2. PROVIDE BRACING AT ANY PERMANENTSCHEDULE._,/' BELOW SINK 1/4"re PLYWOOD BACKING WITH MELAMINE 6"- 600S125-27 (22 GA); MAX _OF FINISH. 17-6 HIGH. . _ . Z RESILIENT REE �'C - ______ NOTES: BASE, PER I _ a, - --��� x --`��_ BASE AS SCHEDULED. 1. ALL STUDS ARE AT 16" O.C. 2. USE SAME GAUGE AS STUDSPARTITION DETAIL ABOVE THAT IS NOT ATTACHED TO CEILING \- ( FOR CHANNEL. (TYP.) LATERAL WALL BRACING PLAN VIEW GRID. ATTACH BASE TO DOOR. CUT BASE SHORT \ \ \__N,‘-- --1; MIN DIM. 3" 24" 711/ TRACKS AND 3. USE SSMA TECHNICAL GUIDES. LTS FOR PROPER DOOR OPERATION. SECTION DETAIL 11/2"=1'-0" 10 SECTION DETAIL 11/2"=1'-0" 11 BUILDING STANDARD TENANT PARTITION 3"=1'-0" 12 STANDARD HEAD BRACING NA 13 SHEET INDEX NA NELSON Nelco Architecture, Inc. a licensed affiliate 1500 Westlake Avenue N, Suite One Seattle, WA 98109 Phone: (206) 441-1449 FXLE COPY Permit Mo. DI -1-)../t20 Plan rev ew a:Tfr;::!15 <ub;aott to r r°#1 :01s, \pprovai of conEi. ; +isa r � �i , s � , he violation of any adopted coda C i Ipt d approved Fi Copy and e'ricl: :113 a'i ' d• By: Date: s H rl City of Tukwila BUILDING DIVISION REVISIONS No chances sh,.!! bo made to the scope of work witrc.-:: ° prior approval of Tukwila B '�,Id =q Divi S;On. NOTE: Fa,,aion J . � ,Yiil rz.;;uiro n::.^i ran submittal and m :,_, r -,,l I p:, �y ,: ._., � ,..• cn� o. n r0,VisW fee- ISEPAR:ViE PERMIT RrQUiR FOR: R ccn nical [4iectncai OF' mbing Gas Piping City of Tukwila BUILDING DIVISION Consultant: Client: SEATTLE INSURANCE GROUP SECOND FLOOR SUITE 211 PERMIT SET EB 04/28/17 PERMIT REVIEW SET .B,ME 04/21/17 Description: No: By: Date: SOUTHCENTER CORPORATE SQUARE BLDG. 1 545 ANDOVER PARK WEST TUKWILA, WA 98188 Project Title & Address: COVER SW Sheet Title: Proj. No: MS to Drawn By: Project Manager: REVIEWED F E APPROVED MAY 18 2017 V-60 City of T. Ikwila CB LD Prepared By: Date: EB 04/18/17 Reviewed By: Date: LD Approved By: Date: MDE 04/28/17 UG DIVISION TI -1 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK © NELSON 2017 ALL RIGHTS RESERVED L J J 0 0 I U IP NEW STORAGE ENTRY (E) OPEN OFFICE (E) OFFICE E OFFICE (E) OFFICE O O (E) OFFICE (E) OFFICE (E) OFFICE EXPANSION SUITE EXPANSION SUITE EXISTING TENANT SUITE NELSON Nelco Architecture, Inc. a licensed affiliate 1500 Westlake Avenue N, Suite One Seattle, WA 98109 Phone: (206) 441-1449 Consultant: SEATTLE INSURANCE GROUP SECOND FLOOR SUITE 211 Client: DEMOLITION PLAN 1/8" =1'-0" 0 5 CONSTRUCTION PLAN 1/8" = 0 5 10' DEMOLITION LEGEND CP • 0 F EXISTING BUILDING CORE TO REMAIN. EXISTING CORRIDOR PARTITION. EXISTING DEMISING PARTITION. EXISTING CONSTRUCTION TO REMAIN. EXISTING CONSTRUCTION TO BE DEMOLISHED. DEMOLITION KEYNOTES 0 Q.) U 0 REMOVE EXISTING CASEWORK AND PLUMBING AND CAP OFF. 0 PATCH WALL AND PREP FOR NEW PAINT AND WALL BASE TO MATCH EXISTING SUITE. REMOVE AND SALVAGE ALL EXISTING FLOORING IN EXPANSION SUITE, RETURN TO BUILDING INVENTORY AND PREP FOR NEW FLOOR COVERING AND BASE TO MATCH EXISTING TENANT SUITE. G DEMOLITION NOTES CONSTRUCTION LEGEND DOOR SCHEDULE 1. A CLEAR PATH OF EGRESS TRAVEL SHALL REMAIN OPEN AT ALL TIMES DURING DEMOLITION. EXISTING BUILDING CORE. 2. DISRUPTION OF THE BUILDING FIRE ALARM, ELECTRICAL POWER, WATER, OR LIFE SAFETY SYSTEMS MUST BE COORDINATED WITH ALL GOVERNING AGENCIES AND THE BUILDING REPRESENTATIVE. 3. ALL DEBRIS SHALL BE REMOVED FROM THE DEMOLITION SITE DAILY. 4. ALL DEMOLITION SHALL BE PERFORMED IN ACCORDANCE WITH THE BUILDING REPRESENTATIVE'S RULES AND REGULATIONS WITH MINIMAL DISTURBANCE TO OTHER TENANTS. 5. CONTRACTOR SHALL PROVIDE DUST BARRIERS FOR PROTECTION OF EXISTING ADJACENT AREAS. ALL HVAC SYSTEMS ARE TO BE PROTECTED DURING DEMOLITION. 6. CONTRACTOR SHALL NOTIFY BUILDING REPRESENTATIVE AND ARCHITECT OF ANY DEMOLITION WORK THAT IMPACTS THE STRUCTURAL INTEGRITY OF THE BUILDING. 7. CONTRACTOR SHALL IMMEDIATELY REPORT ALL ACCIDENTS, ERRORS OR DEFECTS TO THE BUILDING REPRESENTATIVE. =—T—= B/S HEIGHT 1/4" TEMPERED GLAZED RELITE. FEC EXISTING CORRIDOR PARTITION. EXISTING CONSTRUCTION TO REMAIN. EXISTING B/S DEMISING PARTITION. NEW B/S TENANT INTERIOR PARTITION. SEE DETAIL 11/TI-1. DOOR NUMBER TYPE OF DOOR A. REUSE SALVAGED B/S DOOR IN B/S FRAME B. NEW B/S 6'-0" WIDE B/S HEIGHT WOOD DOUBLE DOORS WITH MAX. GLASS INSERT. PROVIDE IN B/S PAINTED FRAME TO MATCH EXITING IN SUITE. PERMIT SET PERMIT REVIEW SET Description: EB EB,ME No: By: 04/28/17 04/21/17 Date: NEW B/S 3'-0" WIDE X B/S HEIGHT PAINT GRADE. VERIFY & MATCH NEW FIRE EXTINGUISHER CABINET —e CWL NEW COLD WATER LINE. 6", UNLESS OTHERWISE NOTED a. B/S LATCHSET. b. B/S DOUBLE DOOR HARDWARE HARDWARE ALIGN CONSTRUCTION NOTES 1. MAINTAIN A CLEAR PATH OF TRAVEL AT ALL TIMES DURING CONSTRUCTION. 2. DISRUPTION OF THE BUILDING FIRE ALARM, ELECTRICAL POWER, WATER, OR LIFE SAFETY SYSTEMS MUST BE COORDINATED WITH ALL GOVERNING AGENCIES & THE BUILDING REPRESENTATIVE AND TENANT. 3. INSTALL DOUBLE STUDS AT DOOR JAMBS AND HEADERS. 4. PROVIDE FIBER GLASS REINFORCED WATER RESISTANT GYPSUM BOARD IN AREAS SUSCEPTIBLE TO MOISTURE. 5. DIMENSIONS ARE FINISH SURFACE TO FINISH SURFACE, U.N.O. 6. REPORT ANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO ARCHITECT. CONSTRUCTION KEYNOTES EXISTING DOOR TO REMAIN ADD NEW LOCKING HARDWARE TO EXISTING DOOR NOTES: OPATCH WALL AND PREP FOR NEW PAINT AND WALL BASE. NEW B/S UPPER AND BASE CASEWORK AND PLUMBING PER 5/TI-1 TO BE IN THE SAME LOCATION AS EXISTING DEMOLISHED CASEWORK. 1. PROVIDE CODE COMPLIANT HARDWARE. ALL HARDWARE TO BE LEVER -TYPE. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34" MIN. AND 48" MAX. ABOVE THE FLOOR. 2. THE MAXIMUM FORCE FOR PUSHING OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: INTERIOR HINGED DOOR = 5.0 POUNDS (22.2 N), SLIDING OR FOLDING DOOR = 5.0 POUNDS (22.2 N). THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. FIRE DOORS SHALL HAVE A MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. SOUTHCENTER CORPORATE SQUARE BLDG. 1 545 ANDOVER PARK WEST TUKWILA, WA 98188 Project Title & Address: 3. THRESHOLDS AT DOORWAYS SHALL BE 1/2 INCH (13MM) MAXIMUM IN HEIGHT. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES GREATER THAN 0.25 INCH (6.4 MM) AT DOORWAYS SHALL BE BEVELED WITH A SLOPE NOT GREATER THAN 1:2 FOR THE UNIT VERTICAL IN TWO UNITS HORIZONTAL (50 -PERCENT SLOPE). 4. EXIT DOORS MUST REMAIN UNLOCKED AT ALL TIMES IN THE DIRECTION OF EGRESS. PASSAGE EXIT HARDWARE SHALL REQUIRE NO SPECIAL KNOWLEDGE OR ASSISTANCE TO OPEN OR TO ACCESS. RECEIVED CITY OF TUKWILA MAY 032017 PERMIT CENTER DEMOLITION & CONSTRUCITIEN CODE CO APPROVED MAY 18 2017 Sheet Title: R CE Proj. No: MS.011136.00 Drawn By: EB Project Manager: LD City of Tukwila Prepared By: EbIli..DING ! VISION Date: 04/1 17 .� Reviewed By: Date: LD ed By: MDE 04/28/17 ENSIGNS AND CONDITIONS MUST BE CHECKED AND VERIFIED BY THE CONTRACTOR AND SUB -CONTRACTORS. THE PROJECT ER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES R TO PROCEEDING WITH THE WORK. © NELSON 2017 ALL RIGHTS RESERVED I L i 0 I U 212 • 201 209 trA a 213 ca niP ow im 208 208 207 1 1.- 206 205 204 203 I - - EXPANSION SUITE - E=1 - - REFLECTED CEILING PLAN 1/8" =1'-0" 0 5' 10' 20' CEILING LEGEND 30' i L I EXISTING CEILING GRID AND TILES TO REMAIN. EXISTING B/S 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO REMAIN. NEW B/S 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES NEW B/S 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO BE UPGRADED FOR EMERGENCY LIGHTING. LAYOUT SHOWN IS CONCEPTUAL ONLY. 46 NEW B/S ILLUMINATED EXIT SIGN (DIRECTIONAL WHERE SHOWN). - (3) (N) (M) B/S LIGHT SWITCH. (3 = THREE WAY, M = SUITE MASTER, N = NEW) ® NEW POWER POLE. LIGHTING CALCULATION SYMBOL USED WATTS/FIXTURE # OF FIXTURES TOTAL WATTS STYLE 64 25 1,600 I GENERAL CARPET TILE TBD TBD TBD TOTAL: 1,600 WATTS PROPOSED 2,627 TOTAL SF x .66 WATTS PER SF =1,733 ALLOWABLE WATTS. TOTAL PROPOSED WATTAGE IS 1,600 - WHICH IS LESS THAN THE ALLOWABLE WATTAGE PER 2015 WSEC INTERIOR LIGHTING POWER C405.4.2 (TABLE C405.4.2(1) BUILDING AREA METHOD). CEILING NOTES 1. REMOVE EXISTING B/S LIGHT FIXTURES FROM TENANT'S EXISTING SUITE AND PROVIDE AND INSTALL NEW B/S LIGHT FIXTURES. 2. CHECK FOR CONFLICTS BEFORE INSTALLING OR RELOCATING LIGHT FIXTURES. NOTIFY ARCHITECT OF ANY CONFLICT(S). 3. REPLACE DAMAGED CEILING TILES AND GRID AS NECESSARY TO BRING CEILING TO "LIKE NEW" CONDITION. 4. MAINTAIN EXISTING ONE FOOTCANDLE PER SQUARE FOOT AT EGRESS PATHWAY LIGHTING. 5. MAINTAIN 42° CLEAR SPACE IN FRONT OF THE PANEL SIDE OF ANY V.A.V. BOXES. 6. DAYLIGHT RESPONSIVE CONTROLS (C405.2.4): DAY LIGHTING AS DEFINED BY CODE SHALL BE PROVIDED WITH INDIVIDUAL CONTROLS, OR DAYLIGHT OR OCCUPANT SENSING AUTOMATIC CONTROLS (C405.2.1) PER WASHINGTON STATE ENERGY CODE. 7. FIRE SPRINKLER INSTALLATION TO BE DESIGN -BUILD WITH DEFERRED PERMIT SUBMITTALS. EXISTING TENANT SUITE 8. COMMISSIONING REQUIREMENTS: TEST LIGHTING CONTROLS TO ENSURE THAT THE SYSTEMS COMPLY WITH CODES. PROVIDE A WRITTEN REPORT OF TEST PROCEDURES AND RESULTS TO THE BUILDING REPRESENTATIVE. USE OCCUPANCY SENSORS AS REQUIRED. CEILING SUPPORT DATA: NORTH 1/8" DIA. X 3" CONCRETE EYE SCREW TO STRUCTURE (NO DRIVE PIN CONNECTION). VERTICAL WIRE HANGER -NO. 12 GAUGE @ 4'-0" O.C. OR NO. 10 GAUGE @ 5'-0" O.C. ALONG EACH MAIN RUNNER. HEAVY GAUGE WIRE "PIN". VERTICAL STRUT STABLING BAR @ 12'-0" EACH DIRECTION FASTENED TO MAIN RUNNER AND CUT TIGHT TO STRUCTURE ABOVE, HELD IN PLACE BY VERTICAL WIRE HANGER AND HEAVY GAUGE WIRE PIN. HEAVY DUTY MAIN RUNNER AT 4'-0" O.C. (4) LATERAL SUPPORT WIRES AS NOTED (BELOW). VERTICAL STRUT FASTENED TO MAIN RUNNER. CROSS RUNNER SUSPENDED CEILINGS ARE TO COMPLY WITH FOLLOWING CODES AND REGULATIONS: A B. 2015 INTERNATIONAL BUILDING CODE (IBC) SECTIONS 803.11 AND 1613.1. PARTIAL LISTING OF REQUIREMENTS FOR SUSPENDED CEILINGS: 1. A HEAVY DUTY T -BAR GRID SYSTEM. 2. PERIMETER CLOSURE ANGLE (WALL ANGLE) SHALL BE NOT LESS THAN 2.0 INCHES. 3. ON TWO ADJACENT SIDES, THE GRID SHALL BE ATTACHED TO THE WALL (ANGLE POP RIVETS ARE ACCEPTABLE). THE OTHER TWO SIDES, SHALL HAVE % INCH CLEARANCE BETWEEN THE ENDS OF THE GRID AND THE WALL. 4. STABILIZER BARS ARE REQUIRED TO PREVENT THE SPREAD OF MAIN BEAMS AND/OR CROSS TEES. 5. PERIMETER SUPPORT (TAIL) WIRES ARE REQUIRED WITHIN EIGHT INCHES OF THE WALL FOR ALL EDGES. 6. VERTICAL HANGERS SHALL BE NO. 12 GAUGE WIRE SPACED AT 4 FEET ON CENTER OR NO. 10 GAUGE SPACED AT 5 FEET ON CENTER ALONG EACH MAIN RUNNER. THREE WIRE TURNS REQUIRED. WITHIN 1:6 OUT -OF -PLUMB UNLESS COUNTER -SLOPING WIRES ARE PROVIDED. 7. LATERAL BRACING IS REQUIRED. SPLAY WIRE PODS AT 12' MAX. O.C. AND 6' MAX. FROM WALLS. A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO STRUCTURE 8. CEILINGS OVER 2,500 SQUARE FEET MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2,500 SQUARE FEET. 9. FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD AND OTHER PENETRATIONS SHALL HAVE A 2 -INCH OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1 -INCH IN ALL HORIZONTAL DIRECTIONS; OR, SPRINKLER HEAD EXTENSION TO HAVE A SWING JOINT THAT CAN ACCOMMODATE 1 INCH OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS. 10. CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING. 11. CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING. 12. ALL WIRE TIES TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAUGE HANGER WIRES SPACED 4' O.C. 209 EXPANSION SUITE NM NM NM MN ELEC./ COMMUNICATION & FINISH PLAN EXISTING TENANT SUITE 1/8" =1'-0" 0 5' 10' 20' 30' ELEC / COMMUNICATIONS LEGEND I3gcNEW B/S WALL MOUNTED DUPLEX ELECTRICAL OUTLET. NEW B/S WALL MOUNTED DEDICATED 120V 20A DUPLEX ELECTRICAL OUTLET. I-1 NEW BIS WALL MOUNTED COMBINATION VOICE/DATA OUTLET. ® NEW POWER POLE. (#) NEW B/S ELECTRICALICOMMUNICATIONS WHIP. LOCATION SHOWN IS 4CONCEPTUAL ONLY. CONTRACTOR TO COORDINATE FINAL LOCATION WITH TENANT. SYMBOLS SHOWN INDICATE POWER, VOICE & DATA, SEE SYMBOLS ABOVE FOR REQUIREMENTS. (#) (#) = NUMBER OF WORKSTATIONS SERVED. ELEC / COMMUNICATIONS KEYNOTES 1 E CONTRACTOR TO COORDINATE WITH TENANT FOR POWER POLE NEEDS AND ACTUAL LOCATION. FINISH NOTES 1. ALL WALLS IN E PANSION SUITE AND AREAS EFFECTED BY CONSTRUCTION TO RECEIVE 2. ALL ROOMS IN EXPANSION SUITE TO RECEIVE CPT -1 3. BASE TO BE USED THROUGHOUT EXPANSION SUITE. 4. PROVIDE (3) SAMPLES OF EVERY FINISH ITEM TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 5. PROVIDE ROPPE 'TILE/CARPET JOINER #50° IN COLOR (TO MATCH B-1) AT ALL CARPET TO VCT FLOORING TRANSITIONS. 6. CONTRACTOR TO PATCH EXISTING WALLS AT ALL AREAS OF DEMOLITION AND PREP FOR NEW PAINT. FINISH KEYNOTES 0 INSTALL NEW B/S CARPET WESTWARD FROM THIS LINE. ELEC. / COMMUNICATION NOTES 1. ALL ELECTRICAL OUTLETS TO BE MOUNTED AT 15" A.F.F. (AT BASE OF OUTLET) PER I.B.C. REQUIREMENTS U.N.O. 2. ROUGH IN ALL DATA AND COMMUNICATION LINES - MUD RING WITH PULL STRING, U.N.O. 3. PROVIDE NEW COVER PLATES AND RECEPTACLES TO NEW OUTLETS TO MATCH BUILDING STANDARD. 4. MAINTAIN EXISTING ELECTRICAL OUTLETS UNLESS LOCATION CONFLICTS WITH NEW CONSTRUCTION. NORTH FINISH SCHEDULE SYMBOL/NO. DESCRIPTION MANUFACTURER STYLE COLOR / FINISH SIZE NOTES GENERAL CARPET TILE TBD TBD TBD TBD MATCH EXISTING TENANT SUITE CPT -1 VINYL COMPOSITION TILE TBD TBD TBD TBD INSTALL AND SEAL PER MANUFACTURER'S INSTRUCTIONS VCT -1 Cil GENERAL PAINT TBD EGGSHELL TBD N/A PAINT EXPANSION AREA MATCH EXISTING TENANT SUITE RUBBER BASE TBD TBD TBD MATCH EXISTING TENANT SUITE B-1 PL -1 PLASTIC LAMINATE TBD TBD TBD 421) PLASTIC LAMINATE TBD TBD TBD RECEIVED r TVi co::-r11V'Htl P. MAY 0 3 2017 PERMIT CENTER NELSON Nelco Architecture, Inc. a licensed affiliate 1500 Westlake Avenue N, Suite One Seattle, WA 98109 Phone: (206) 441-1449 Consultant: Client: SEATTLE INSURANCE GROUP SECOND FLOOR SUITE 211 PERMIT SET EB 04/28/17 PERMIT REVIEW SET EB,ME 04/21/17 Description: No: By: Date: SOUTHCENTER CORPORATE SQUARE BLDG. 1 545 ANDOVER PARK WEST TUKWILA, WA 98188 Project Title & Address: REFLECTE �,V l ELEC./ CO FINISH P AN APPROVED MAY 18 2017 Sheet Title: Proj. No: MS.01 Drawn By: Project Manager: Prepared By: Date: Reviewed By: Date: Approved By: D<.t:• 04/18/17 LD MDE 04/28/17 �► AND ity of Tukwila DING DIVISION TI -3 ENSIGNS AND CONDITIONS MUST BE CHECKED AND VERIFIED BY THE CONTRACTOR AND SUB -CONTRACTORS. THE PROJECT ER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES TO PROCEEDING WITH THE WORK. © NELSON 2017 ALL RIGHTS RESERVED