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HomeMy WebLinkAboutPermit D18-0194 - UNIVERSAL HOSPITAL SERVICES - DEMO PARTITION, LIGHT FIXTURE RELOCATION AND CONFERENCE ROOMUNIVERSAL HOSPITAL SERVICES 849 INDUSTRY DR D18-0194 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov 2523049034 849 INDUSTRY DR DEVELOPMENT PERMIT Project Name: UNIVERSAL HOSPITAL SERVICES Permit Number: Issue Date: Permit Expires On: D18-0194 7/25/2018 1/21/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: BKM TUKWILA 1701 QUAIL ST STE 100 , NEWPORT BEACH, WA, 92660 IRENE CONNOR 3015 112TH AVE NE, STE 205 , BELLEVUE, WA, 98004 ALEXEEV CONSTRUCTION PO BOX 731152 , PUYALLUP, WA, 98373 ALEXECS934P9 MARK GOEBELS Address: 6625 W 78TH ST#300, MINNEAPOLIS, MN, 55439 Phone: (425) 670-6706 Phone: (253) 230-4788 Expiration Date: 10/29/2019 DESCRIPTION OF WORK: DEMOLITION OF LOW HEIGHT PARTITION; RELOCATION OF LIGHT FIXTURE; THE CONSTRUCTION OF (1) CONFERENCE ROOM Project Valuation: $11,466.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: IIIB Electrical Service Provided by: TUKWILA Fees Collected: $579.47 Occupancy per IBC: B Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 Permit Center Authorized Signature: R( Date: 7 - , I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and -e td the conditions attached to this permit Signature: Print Name: c>—_''- Date: --?/-1-s/8 44.,:" 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: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 5: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 7: 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. 8: All plumbing and gaspiping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 10: 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. 11: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 30: TO SCHEDULE ALL FIRE INSPECTIONS CALL 206-575-4407. 15: 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) 16: 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 "AII 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) 12: 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) 13: 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) 14: 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) 17: Maintain fire extinguisher coverage throughout. 18: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 19: 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) 20: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 21: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1010.1.9.1) 23: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 24: 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) 25: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. (NFPA 72-17.5.3.1) 26: 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) 27: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 22: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 28: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 29: 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 CITY OF TUKFL A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Per1th No. pit6;tr Project No. Date Application Accepted: Date Application Expires: (For office 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: Tenant Name: -849 INDUSTRY DRIVE UNIVERSAL HOSPITAL SERVICES King Co Assessor's Tax No.: 252304-9034 Suite Number: 849 New Tenant: PROPERTY OWNER Name: BKM MANAGEMENT COMPANY Address: 601 STRANDER BLVD. City: TUKWILA State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: IRENE CONNOR Address: 3015 112th AVENUE NE, SUITE 205 City: BELLEVUE State: WA Zip: 98004 Phone: (425) 670-6706 Fax: Email: iconnor@waremalcomb.com GENERAL CONTRACTOR INFORMATION Company Name: ACS Construction Address: PO Box 731152 Address: 3015 112th AVENUE NE, SUITE 205 City: BELLEVUE State: WA Zip: 98004 City: Puyallup State: WA Zip: 98373 Phone: (253) 230-4788 Fax: Contr Reg No.: Exp Date: State: Tukwila Business License No.: Phone: Fax: H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-I I.docx Revised: August 2011 bh Floor: 1ST ❑ Yes ..No ARCHITECT OF RECORD Company Name: WARE MALCOMB Architect Name: DAVINA WILLIAMS DUERR Address: 3015 112th AVENUE NE, SUITE 205 City: BELLEVUE State: WA Zip: 98004 Phone:(425) 582-5504 Fax: Email: dduerr@waremalcomb.com ENGINEER OF RECORD Name: Mark Goebels Address: 6625 W78th St. #300 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: Mark Goebels Address: 6625 W78th St. #300 City: Minneapolis State: MN Zip: 55439 Page 1 of 4 BUILDING PERMIT INFORMATIO1206-431-3670 suftwe Valuation of Project (contractor's bid price): $ 11,466 Describe the scope of work (please provide detailed information): THE SCOPE OF THIS PROJECT INCLUDES DEMOLITION OF LOW HEIGHT PARTITION; RELOCATION OF LIGHT FIXTURE; THE CONSTRUCTION OF (1) CONFERENCE ROOM. Existing Building Valuation: $ 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) N/A *For an Accessory dwelling, provide the following: Lot Area (sq ft): N/A Floor area of principal dwelling: N/A Floor area of accessory dwelling: N/A *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: N/A Compact: N/A Handicap: N/A Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm I None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes J 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\Fomu-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.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 10,638 0 0 0 III -B GROUP B 2"a Floor 6,952 0 0 0 III -B GROUP B 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) N/A *For an Accessory dwelling, provide the following: Lot Area (sq ft): N/A Floor area of principal dwelling: N/A Floor area of accessory dwelling: N/A *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: N/A Compact: N/A Handicap: N/A Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm I None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes J 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\Fomu-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOATION — 206-433-0179 Scope of Work (please provide detailed information): NO UTILITY WORK Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑ ... Valley View 0 .. Renton ❑ ...Sewer Availability Provided 0 .. Renton 0 .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ 0 ...Total Cut 0 ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report 0 .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) 0 .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation 0 .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # 0 ...Temporary Water Meter Size .. 51 WO # 0 ...Water Only Meter Size 99 WO # ❑ ...Deduct Water Meter Size 0 ...Sewer Main Extension Public 0 Private ❑ ❑ ...Water Main Extension Public ❑ Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water 0 ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \2011 Applications \Permit 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 E R AUTHORIZED AGENT: Signature. ne Print Name: Irene Connor Date: 06/25/2018 Day Telephone: (425) 582-5509 Mailing Address: 3015 112th AVENUE NE, SUITE 205 BELLEVUE WA 98004 City H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $363.68 D18-0194 Address: 849 INDUSTRY DR Apn: 2523049034 $363.68 Credit Card Fee $10.59 Credit Card Fee R000.369.908.00.00 0.00 $10.59 DEVELOPMENT $336.49 PERMIT FEE R000.322.100.00.00 0.00 $331.99 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $16.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15021 R000.322.900.04.00 0.00 $16.60 $363.68 Date Paid: Wednesday, July 25, 2018 Paid By: BLAKE HUFFMAN Pay Method: CREDIT CARD 025062 Printed: Wednesday, July 25, 2018 2:19 PM 1 of 1 SYSTEMS c o CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 07/25/2018 02:18:48 PM CREDIT CARD SALE VISA CARD NUMBER: **********9337 K TRAN AMOUNT: $363.68 APPROVAL CD: 025062 RECORD #: 000 CLERK ID: Bill X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy Page 1 of 2 https://classic.convergepay.com/V irtualMerchant/transaction.do?dispatchMethod=printTra... 7/25/2018 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $215.79 D18-0194 Address: 849 INDUSTRY DR Apn: 2523049034 $215.79' DEVELOPMENT $215.79 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R14795 R000.345.830.00.00 0.00 $215.79 $215.79 Date Paid: Monday, June 25, 2018 Paid By: WARE MALCOMB Pay Method: CHECK 183069 Printed: Monday, June 25, 2018 2:16 PM 1 of 1 CRWSYSTEMS 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 ProjectAi Url) I'6f CAL Ty of Inspection: pu., ichet. F/N/q-1--- 4. /49/ eS Date Called: Special Instructions: gLf 9 1/, Date Wanted: Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: InspectoW C Date79 ,z/ dr( REINSPECTION FEE REQUIRED. Prior to next inspection, fee must he paid at 6300 Southcenter Btvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INS TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Ais-oi9* 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: (ni ve.✓sta L (45101 Lissincei Type of Inspection: FrArwt i n i Address: 849 MOJA r;es1)rwe Date Called: �J --� Special instructions: .6 / "`"� Date Wanted: 4' — / 2 - Z,Ol B' a.rr . p.m. Reques cA L one (2 333 y — q2 y.3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6-4)9(27"ec9-) Inspector: p&OCe„,4 Date, z/s7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit `11C1- PERMIT IC1-- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: (/1•-/(V6-1614-1.- llop. -Type of Inspections Address: `r Suite #: ?it 1 /fr%/sf7J % Contact Person: Special Instruction: 1 Phone Approved per applicable codes. ,v Corrections required prior to approval. COMMENTS: Sprinklers: /V1 Fire Alarm: Hood & Duct: 0 Monitor: VF7.d c 01—rE 0? . P vit. 7?a,J /' i./ 1. �,e7? 0e -- '-v (�//N -- o dr 0064_ A) & e`! F''/ V -7v-46r l -/f f'(c1/TT- t-'% P A- p f72tir1 / 77-W1/6 v6 li E"1. 0 %U6 er w-e-rZ -- 1 r~ Kt -- Needs Shift Inspection: Alez- `5 Sprinklers: /V1 Fire Alarm: Hood & Duct: 0 Monitor: Pre -Fire: /L/O' Permits: Occupancy Type: R Inspector: 4-44 c-'7 Date:/ / 5h.g Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 q'ERMIT COORD COPY C' PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0194 DATE: 06/25/18 PROJECT NAME: UNIVERSAL HOSPITAL SERVICES SITE ADDRESS: 849 INDUSTRY DR X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: (1 lAik to\o/lipq Public Works Building Division A-tAg, .7-101g Fire Prevention Structural M0t.f 13 (o -;2-7-fg Planning Division ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 06/26/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 07/24/18 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 ALEXEEV CONSTRUCTION SVCLC Home Espanol Contact: Safety & Health Claims & Insurance Clik Washington State Depariment of Labor & Industries Search L&l A-Z,Index Help Page 1 of 2 L&I Workplace Rights Trades & Licensing ALEXEEV CONSTRUCTION SVCS LLC Owner or tradesperson Principals ALEXEEV, ALEXANDR A, MANAGER ALYEKSYEYEV, OLEKSANDR, PARTNER/MEMBER (End: 10/14/2013) Doing business as ALEXEEV CONSTRUCTION SVCS LLC WA UBI No. 602 767 386 PO BOX 731152 PUYALLUP, WA 98373 253-230-4788 PIERCE County Business type Limited Liability Company 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. ALEXECS934P9 Effective — expiration 10/29/2007-10/29/2019 Bond ............... CBIC Bond account no. SF2145 $12,000.00 Received by L&I Effective date 10/29/2007 10/22/2007 Expiration date Until Canceled Insurance ......................... Ohio Security Ins Co $1,000,000.00 Policy no. BKW53456758 Received by L&I Effective date 10/12/2017 11/16/2016 Expiration date 11/16/2018 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. HeIp us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=6027673 86&LIC=ALEXECS934P9&SAW= 7/25/2018 ALEXEEV CONSTRUCTION SVCS LLC L&I Tax debts No L&I tax debts are recorded for this cont a..:ar license during the previous 6 year period, but some.—;its 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 157,199-00 ................................. Doing business as ALEXEEV CONSTRUCTION SERVICES Estimated workers reported Quarter 2 of Year 2018 "4 to 6 Workers" L&I account contact T1 / DESTINY ADAMS (360)902-4873 - Email: ADAF235@Ini.wa.gov Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes ....................................................... No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Page 2 of 2 © Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=6027673 86&LIC=ALEXECS934P9&SAW= 7/25/2018 CAUTION: IF THIS SHEET IS 0T 30x42 IT IS A ABBREVIATIONS 1 GENERAL PROJECT NOTES DRAWN BY: & And F.A. Fire Alarm PRCST. Pre -cast L Angle F.B. Flat Bar PL. Plate At F.D. Floor Drain P.LAM. Plastic Laminate COU Centerline FDN. Foundation PLAS. Plaster F.E. Fire Extinguisher PLYWD. Plywood N Diameter or Round F.E.C. Fire Extinguisher Cab PR. Pair # Pound or Number F.H.C. Fire Hose Cabinet PT. Point (E) Existing FIN. Finish P.T.D Paper Towel Dispenser FL Floor P.T.D/R Combination Paper Towel ACOUS Acoustical FLASH. Flashing PIN, Partition A.D. Area Drain FLUOR. Fluorescent P.T.R. Paper Towel Receptacle ADJ. Adjustable F.O.C. Face of Concrete p. j. Panel Joint AGGR. Aggregate F.O.F. Face of Finish AL. Aluminum F.O.M. Face of Mullion Q.T. Quarry Tile APPROX. Approximate F.O.SH. Face of Sheathing R. Riser ARCH. Architectural FPRF. Fireproof RAD. Radius ASB. Asbestos F.S. Full Size R.D. Roof Drain ASPH. Asphalt FT. Foot or Feet REF. Reference FTG. Footing REFR. Refrigerator BD. Board FURR. Furring RGTR. Register BITUM. Bituminous FUT. Future REINF. Reinforced BLDG. Building REQ. Required BLK. Block GA. Gauge RESIL. Resilient BLKG. Blocking GALV. Galvanized RM. Room BM. Beam G.B. Grab Bar R.O. Rough Opening B.O.C. Bottom of Concrete GL. Glass RWD. Redwood B.O.M. Bottom of Mullion GND. Ground R.W.L. Rain Water Leader B.O.P. Bottom of Panel GR. Grade B.O.R. Bottom of Reveal GYP. Gypsum S. South BOT. Bottom SAF Self Adhered FlashingWHICH H.B. Hose Bibb H.C. Hollow Core S.C. Solid Core CAB. Cabinet HDWD. Hardwood S.C.D. Seat Cover Dispenser C.B. Catch Basin HDWE. Hardware SCHED. Schedule CEM. Cement H.M. Hollow Metal S.D. Soap Dispenser CER. Ceramic HORIZ. Horizontal SECT. Section C.L. Cast Iron HR. Hour SH. Shelf C.G. Corner Guard HGT. Height SHR. Shower CLG. Ceiling SHT. Sheet CLKG. Caulking SIM. Similar CLO. Closet I.D. Inside Diameter (Dim.) S.N.D. Sanitary Napkin Disp. CLR. Clear INSUL. Insulation S.N.R. Sanitary Napkin Recept. C.O. Cased 0 enin INT. Interior 9 SPEC. Specification COL. Column SQ. Square Jan. Janitor4. C.O.M. Center of Mullion JT. Joint S.ST. Stainless Steel CONC. Concrete KIT. Kitchen S.SK. Service Sink CONN. Connection STA. Station CONSTR.N.Construction K.O. Knock Out STD. Standard CONT. Continuous SIL. Steel C.O.R. Center of Reveal LAB. Laboratory LAM. Laminate STOR. Storage CORR. Corridor STRL. Structural CTSK. Countersunk LAV. Lavatory SUSP. Suspended P CNTR. Counter LKR. Locker SYS. Symmetrical CTR. Center LT. Light TRD. Tread DBL. Double T.B. Towel Bar MAX. Maximum T.C. Top of Curb DEPT. Department M.C. Medicine TEL Telephone D.F. DrinkingFountain P MECH. Mechanical TER. Terrazzo DET. Detail MEMB. Membrane T. & G. Tongue and Groove DIA. Diameter MET. Metal THK. Thick DIM. Dimension MFR. Manufacturer T.O.C. Top of Concrete DISP. Dispenser MH. Manhole T.O.P. Top of Panel DN. Down MIN. Minimum T.O.R. Top of Reveal D.O. Door Opening MIR. Mirror DR. Door T.O.RC. Top of Deep Recess MISC. Miscellaneous T.O.M. To of Mullion DWR. Drawer P M.O. Masonry Opening T.O.W. Top of Wall Downspout MTD. Mounted T.P. To of Pavement Dry Standpipe MUD. Mullion T.P.D. Topet Paper Dispenser Drawln T.V. Television East N. North T.W. Top of Wall EA. Each N.I.C. Not In Contract TYP. Typical Expansion Joint NO. Number UNF. Unfinished NOM. Nominal EL. Elevation U.O.N. Unless Otherwise Noted ELEC. Electrical N.T.S. Not To Scale UR. Urinal ELEV. Elevator VERT. Vertical EMER. Emergency O.A. Overall VEST. Vestibule ENCL. Enclosure OBS. Obscure W. West E.P. Electrical Panelboard O.C. On Center EQ. Equal O.D. Outside Diameter (Dim.)W/ With W.C.Water Closet EQPT..W.Equipment OFF. Officepem Wood E.W.C. Electric Water Cooler OPNG..Opening W. Without EXST. Existing OPP. Opposite W/0 EXPO. Exposed WPM Waterproofing Membrane Water P EXP. Expansion WRB WheResistive EXT. Exterior Resistive Barrier WSCT. Wainscot WT. Weight GENERAL NOTES: JOB SITE NOTES: 1. ALL WORK SHALL BE PERFORMED SO AS TO COMPLY WITH ALL LEGAL, INDUSTRY 1. WHERE EXISTING TENANTS/BUSINESSES ARE ADJACENT TO THE JOB SITE/TENANT, AND PROJECT -SPECIFIC REQUIREMENTS AND STANDARDS INCLUDING WITHOUT THE CONTRACTOR SHALL MINIMIZE CONSTRUCTION NOISE - EXTREMELY NOISY LIMITATION OF THE FOLLOWING: CONSTRUCTION SHALL OCCUR AT NON -TYPICAL BUSINESS HOURS. CONTRACTOR SHOULD NOTIFY BUILDING REPRESENTATIVE OF SPECIAL CIRCUMSTANCES IN ADVANCE PRIOR TO WORK. A. ALL APPLICABLE BUILDING CODES B. ALL APPLICABLE SPECIALTY CODES INCLUDING THE MOST CURRENT ISSUES AND 2. THE CONTRACTOR AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AND SUPPLEMENTS SURROUNDING AREA FREE FROM DUST AND DEBRIS. THE WORK SHALL BE IN C. THE PROJECT MANUAL AND ASSOCIATED SPECIFICATIONS CONFORMANCE WITH THE AIR AND WATER POLLUTION CONTROL STANDARDS AND D. THE MANUFACTURER'S REQUIREMENTS OR RECOMMENDATIONS REGULATIONS OF THE STATE DEPARTMENT OF HEALTH. E. ALL APPLICABLE LANDLORD BUILDING STANDARDS 3. CONSTRUCTION DEBRIS AND WASTES SHALL BE DEPOSITED AT AN APPROPRIATE SITE. THE CONTRACTOR SHALL INFORM THE BUILDING REPRESENTATIVE OF THE 2. IN USING THESE PLANS FOR BIDDING OR CONSTRUCTION PURPOSES, ALL LOCATION OF DISPOSAL SITES. CONTRACTORS ARE REQUIRED TO REVIEW AND TREAT THEM AS A WHOLE IN ORDER TO IDENTIFY ALL REQUIREMENTS THAT DIRECTLY OR INDIRECTLY AFFECT 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL CLEANING OF THE JOB THEIR PORTION OF THE WORK, EVEN REQUIREMENTS LOCATED IN SECTIONS AFTER ITS COMPLETION. WHERE APPLICABLE, CLEANING SHALL INCLUDE, BUT DESIGNATED AS APPLICABLE TO OTHER TRADES OR IN DOCUMENTS PROVIDED BY NOT BE LIMITED TO, THE EXTERIOR AND THE INTERIOR OF THE BUILDING, THE OTHER MEMBERS OF THE PROJECT DESIGN TEAM. UNLESS EXPRESSLY PROVIDED PATH OF TRAVEL TO THE JOB SITE, PARKING LOTS, ELEVATORS, LOBBIES, AND OTHERWISE, THE INTENT IS TO INCLUDE ALL LABOR, MATERIALS, PRODUCTS AND CORRIDOR CARPETS. SERVICES NECESSARY OR APPROPRIATE FOR THE COMPLETED PROJECT AS CALLED FOR OR REASONABLY IMPLIED FROM THE PLANS AND SPECIFICATIONS 5. THE CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION, WHERE REQUIRED PROVIDED BY THE PROJECT'S DESIGN TEAM. IN CASE OF CONFLICTS OR PER STATE AND LOCAL CODES. OMISSIONS, THE AFFECTED CONTRACTOR IS REQUIRED TO EITHER OBTAIN DIRECTION FROM AN APPROPRIATE REPRESENTATIVE OF THE OWNER, OR 6. IF TRENCHES OR EXCAVATIONS 5'-0" OR MORE IN DEPTH ARE REQUIRED, OBTAIN OTHERWISE TO APPLY THE MORE STRINGENT OR COSTLY STANDARD. ISSUANCE OF A BUILDING OR GRADING PERMIT. 3. IN INTERPRETING THESE PLANS, THE FOLLOWING GENERAL RULES APPLY: 7. NO HAZARDOUS MATERIALS SHALL BE USED OR STORED WITHIN THE BUILDING DOES NOT COMPLY WITH THE LOCAL FIRE AUTHORITY AND STATE & COUNTY REQUIREMENTS. A. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS B. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES 8. CONTRACTOR SHALL BE RESPONSIBLE FOR BLOCKING OFF SUPPLY AND RETURN AND TYPICAL DETAILS AIR GRILLES, DIFFUSERS & DUCTS TO KEEP DUST FROM ENTERING INTO BUILDING C. WORK NOT PARTICULARLY SHOWN OR SPECIFIED SHALL BE THE SAME AS AIR DISTRIBUTION SYSTEMS. SIMILAR PARTS THAT ARE SHOWN AND SPECIFIED D. WORK SHOWN AS "NIC" IS FOR REFERENCE ONLY AND THE RESPONSIBILITY OF 9. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE THE CONTRACTOR ONLY TO THE EXTENT THAT THIS WORK MAY REQUIRE SOME SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. REASONABLE PROTECTION OR COORDINATION EFFORTS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE BUILDING AND SITE WHILE JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED. THESE PLANS AND SPECIFICATIONS ARE INTENDED TO REPRESENT ONLY THE FINISHED CONSTRUCTION. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION AND DEMOLITION MEANS, METHODS, TECHNIQUES, SEQUENCES AND DRAWING NOTES: PROCEDURES INCLUDING ANY AND ALL SAFETY PRECAUTIONS AND PROGRAMS, AND SHALL INDEMNIFY TO THE FULLEST EXTENT ALLOWED BY LAW THE OWNER 1. UNLESS OTHERWISE NOTED OR INDICATED, ALL DIMENSIONS ON THESE DOCUMENTS AND THE PROJECT DESIGN TEAM FROM AND AGAINST ANY AND ALL RELATED SHALL BE TO FACE OF CURB FACE OF CONCRETE OR MASONRY FACE OF FINISH + CLAIMS AND LIABILITY. OR CENTERLINE OF GRIDS. 5. THESE PLANS AND SPECIFICATIONS ARE INTENDED TO SET FORTH THE 2. ALL VERTICAL DIMENSIONS SHOWN ARE FROM FLOOR SLAB U.O.N. REQUIREMENTS FOR CONSTRUCTION IN ONLY AN INDUSTRY -STANDARD LEVEL OF QUALITY AND DETAIL, AND THEY ARE INTENDED TO BE SUPPLEMENTED BY 3. DIMENSIONS SHOWN IN FIGURES TAKE PRECEDENCE OVER DIMENSIONS SCALED APPROPRIATE REQUESTS FOR INFORMATION (RFIs). ERRORS AND OMISSIONS ARE FROM DRAWINGS. LARGE SCALE DRAWINGS AND DETAILS TAKE PRECEDENCE OVER TO BE EXPECTED AND ANTICIPATED, AND ALL CONTRACTORS ARE REQUIRED TO SMALLER SCALE DRAWINGS. CAREFULLY REVIEW THESE PLANS FOR ERRORS AND OMISSIONS AND TO BRING THESE ERRORS AND OMISSIONS TO THE ATTENTION OF AN APPROPRIATE OWNER 4. THE TERM "ALIGN", AS USED IN THESE DOCUMENTS, SHALL MEAN TO REPRESENTATIVE IN A TIMELY MANNER; AND ANY CONTRACTOR WHO FAILS TO DO ACCURATELY LOCATE FINISHES IN THE SAME PLANE. SO BEFORE BIDDING OR OTHERWISE PROCEEDING ASSUMES THE RISK OF ANY CONSEQUENCES. 5. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS THE SAME OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS THROUGHOUT, U.O.N. 6. SCALED DIMENSIONS SHOULD BE CONSIDERED ONLY APPROXIMATE; AND IN ANY EVENT ALL CONTRACTORS PROCEED AT THEIR OWN RISK IF THEY FAIL TO VERIFY 6. DETAILS ARE USUALLY KEYED AND NOTED TYPICAL ONLY ONCE WHEN THEY " AND FIELD MEASURE DIMENSIONS BEFORE PROCEEDING WITH ANY AFFECTED FIRST OCCUR AND ARE REPRESENTATIVE OF ALL SIMILAR CONDITIONS�.€� PROCUREMENT, FABRICATION OR CONSTRUCTION.DWG THROUGHOUT, U.O.N.NUMBER 7. PLANS ARE TO BE CONSIDERED DIAGRAMMATIC IN NATURE AND INTENDED ONLY 7. COLUMN CENTERLINES (GRID LINES) ARE SHOWN FOR DIMENSIONING PURPOSES. TO DEMONSTRATE THE RELATIONSHIP AMONG COMPONENT PARTS AND NOT TO DEPICT SPECIFIC LOCATIONS.. 8. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK IN THE SAME BUILDING. 8. CONTRACTOR RFI's ARE INTENDED TO OBTAIN INFORMATION NOT AVAILABLE FROM THE PLANS AND SPECIFICATIONS. RFI's WILL NOT BE PROCESSED THAT CAN BE ANSWERED BY A REVIEW OF THESE DOCUMENTS, THAT REQUEST DIMENSIONS INTERIOR / EXTERIOR NOTES: THAT CAN BE OBTAINED FROM THE PLANS BY MATHEMATICAL CALCULATION THAT ARE IN EFFECT A SUBSTITUTION SUBMITTAL, OR THAT SEEK DIRECTION 1. WHERE ELECTRICAL, MECHANICAL AND/OR PLUMBING ITEMS, SUCH AS LIGHTS, DUCTS,PIPING, DOWNSPOUTS, ETC. ARE TO PENETRATE ANY BUILDING FOOTINGS, CONCERNING CONSTRUCTION MEANS AND METHODS OR SAFETY PRECAUTIONS.TENANT WHERE APPROPRIATE, RFI's SHOULD BE SPECIFIC AS TO WHICH PORTION OF THE SLABS, FLOORS, STRUCTURAL FRAMING, WALL PARTITIONS, CEILINGS, ETC., IT IS PLANS AND SPECIFICATIONS NEEDS CLARIFICATION, AND WHAT INFORMATION IS REQUIRED THAT AN APPROPRIATELY SIZED OPENING OR CLEARANCE BE FURNISHED. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL ITEMS REQUIRED. WITH THE CONSTRUCTION DOCUMENTS PRIOR TO THE INSTALLATION OF 9. NO DEVIATIONS OR OMISSIONS FROM THE REQUIREMENTS OF THE PLANS AND STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WORK. ANY CONFLICT OR SPECIFICATIONS PROVIDED BY THE PROJECT'S DESIGN TEAM ARE ALLOWED DISCREPANCY WITHIN CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE WITHOUT THE EXPRESSED AUTHORIZATION OF AN APPROPRIATE OWNER ARCHITECT'S ATTENTION FOR CLARIFICATION. REPRESENTATIVE, AND THE RESPONSIBLE CONTRACTOR WILL INDEMNIFY AND HOLD HARMLESS THE OWNER AND THE PROJECT DESIGN TEAM FROM AND AGAINST THE 2. CONTRACTOR, ALONG WITH MECHANICAL CONTRACTOR, SHALL PROVIDE AND CONSEQUENCES OF ANY UNAUTHORIZED DEVIATIONS OR OMISSIONS. SUBSTITUTION LOCATE ACCESS DOORS/PANELS IN WALL & CEILING CONSTRUCTION AS REQUIRED SUBMITTALS WILL BE CONSIDERED ONLY IF THE PROPOSED SUBSTITUTION TO PROVIDE ACCESS TO MECHANICAL, FIRE SPRINKLER, PLUMBING & ELECTRICAL IMPROVES THE QUALITY OF THE PROJECT TO THE OWNER; AND IN NO EVENT WILL WORK. CONTRACTOR SHALL SUBMIT A PLAN OF ALL PROPOSED ACCESS PANEL THE OWNER BE REQUIRED TO AUTHORIZE A SUBSTITUTION THAT IS NOT EQUAL IN LOCATIONS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. QUALITY TO WHAT IS SPECIFIED. 3. ALL PENETRATIONS AT RATED CONSTRUCTION SHALL BE PROTECTED TO MAINTAIN 10. DESIGN/BUILD CONTRACTOR SUBMITTALS WILL BE REVIEWED BY THE PROJECT RATING. DESIGN TEAM, IF AT ALL, ONLY FOR CONFORMANCE WITH THE AESTHETIC ASPECTS AND MAJOR SPACE LIMITATIONS OF THE PROJECT; AND EACH 4. WHERE OCCURS, CONTRACTOR SHALL PATCH ANY EXISTING WALLS AND/OR DESIGN/BUILD CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: CEILINGS AS NEEDED TO REFURBISH THE LEASE SPACE AND REPAIR ALL DAMAGES CAUSED BY CONTRACTOR. A. PREPARING ALL THE ENGINEERING AND OTHER DRAWINGS AND SPECIFICATIONS FOR THE COMPONENTS OF ITS DESIGN/BUILD UNDERTAKING. 5. INTERIOR WALLS AND CEILINGS SHALL BE INSTALLED IN ACCORDANCE TO STATE & LOCAL CODES, INCLUDING REQUIREMENTS FOR FLAME SPREAD AND SMOKE B. COMPLYING WITH THE REQUIREMENTS AND SPACE LIMITATIONS. DENSITY RATINGS FOR FINISH MATERIALS.' C. COORDINATION AND INTERFACING WITH OTHER TRADES AND CONSULTANTS. D. OBTAINING ANY REQUIRED OR APPROPRIATE APPROVALS FROM AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. 6. WHEN USED, ALL NOISE BARRIER BATTS (SOUND INSULATION) AND INSULATION E. HAVING THEIR DESIGN CONSULTANTS SERVE AS THE PROFESSIONAL OF RECORD BAITS SHALL BE NON-COMBUSTIBLE AND SHALL NOT CONTAIN OR UTILIZE FOR THE PORTIONS OF WORK WHICH THEY DESIGN. OZONE DEPLETING COMPOUNDS. 11. AT THE CONCLUSION OF THE CONSTRUCTION, EACH PRIME CONTRACTOR SHALL 7. ALL NEW CONSTRUCTION MATERIALS SHALL BE 100% ASBESTOS -FREE. PROVIDE SUCH WRITTEN CERTIFICATION THAT THE CONSTRUCTION HAS BEEN PERFORMED IN COMPLIANCE WITH THE PROJECT'S APPROVED PLANS AND SPECIFICATIONS AS THE BUILDING OFFICIAL WITH JURISDICTION OVER THE PROJECT MAY REQUIRE, OR AS THE OWNER MAY REASONABLY REQUEST. 12. VERSIONS OF THESE PLANS PROVIDED IN ANY ELECTRONIC FORM ARE SUBJECT TO THE SAME PROVISION AS THE OTHER INSTRUMENTS OF SERVICE PREPARED BY OR ON BEHALF OF THE PROJECT DESIGN TEAM, INCLUDING WITHOUT LIMITATION THEIR COMMON LAW, STATUTORY OR OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS. A RECIPIENT IS GRANTED AT MOST A TRANSFERABLE NONEXCLUSIVE LICENSE TO REUSE THE PLANS SOLELY FOR PROJECT PURPOSES; AND NO RECIPIENT IS AUTHORIZED TO USE OR TO ALLOW THE USE OF ALL OR ANY PORTION OF THESE PLANS FOR ANY OTHER PURPOSE, AND ANY OTHER USE FOR ANY OTHER PURPOSE COULD CONSTITUTE ACTIONABLE PLAGIARISM. ANY ELECTRONIC DOCUMENTS WILL BE PROVIDED IN THE RESPONSIBLE DESIGN PROFESSIONAL'S STANDARD FORMATS AND CONVENTIONS AND WITH NO GUARANTEE OF THE ABSENCE OF VIRUSES OR OTHER HARMFUL MATERIAL, OR OF COMPATIBILITY WITH ANY RECIPIENT'S SOFTWARE OR HARDWARE SO THAT ANY USE WITH OR CONVERSION TO THE OTHER FORMS OR CONVENTIONS, OR THE USE WITH ANY PARTICULAR SOFTWARE OR HARDWARE, IS AT THE RECIPIENT'S SOLE RISK. SEA18-6113-00 S R MOD 825.84g INDus RY DRIVE, SU! 849 i UKW1 A, WAS 1NGON 98118 _ (Forenant Improvement Permit ` PROJECT DATA SHEET INDEX ARCHITECTURAL SHEETSP BUILDING DEPARTMENT' CITY OF TUKWILA BUILDING CODES' 2015 INTERNATIONAL BUILDING CODE AO.1 TITLE SHEET A0.2 GENERAL NOTES 2014 NATIONAL ELECTRIC CODE 2015 INTERNATIONAL MECHANICAL CODES 2015 UNIFORM PLUMBING CODE 2015 INTERNATIONAL FIRE CODE 2015 WASHINGTON STATE AMENDMENTS 2015 WASHINGTON STATE ENERGY CODE 2009 ICC/ANSI A117.1 OCCUPANCY CLASSIFICATION' PER IBC CHAPTER 3 (SECTION 302) - B A0.3 ACCESSIBILITY NOTES & DETAILS A0.4 SITE PLAN (FOR REFERENCE .ONLY) A1.0 OCCUPANCY AND EXIT PLAN A2.1 DEMOLITION FLOOR PLAN FLOOR AND POWER & SIGNAL PLAN DEMOLITION REFLECTED CEILING PLAN FIRE PARTITION' PER IBC CHAPTER 7 - N/A REFLECTED CEILING PLAN TYPE OF CONSTRUCTION: A4.1 DETAILS -- CONSTRUCTION TYPE - IIIB SPRINKLERED: NOT-SPRINKLERED _ a .g , a .��a<�� ", �.. Vin. IY OF STORIES'����e��, t CSE; ��?. !?S�DS. ����g �3t!��D.S.P. Divi.^�ion DCE. ::pf.r);1 TWO ASSESSOR'S PARCEL NO.:FOV I'Iiin ® l' DATE 252304-9034 - __E.J. '4 ., (L;-, i eve. PROJECT SCOPE THE SCOPE OF THIS PROJECT INCLUDES DEMOLITION OF LOW HEIGHT PARTITION; RELOCATION <.- -_ - �_- _ ,�,�-._. - OF LIGHT FIXTURE; THE CONSTRUCTION OF (1) CONFERENCE ROOM. MECHANICAL OCCUPANCY' OFFICE DESIGN BUILD (UNDER SEPARATE PERMIT) (B) 935 SF WAREHOUSE (S-1) 845 SF ELECTRICAL DESIGN BUILD (UNDER SEPARATE PERMIT) PLUMBING SYMBOLS DESIGN BUILD (UNDER SEPARATE PERMIT) FIRE PROTECTION A DESIGN BUILD (UNDER SEPARATE PERMIT) INTERIOR ELEVATION VIEW ALIGN INTERIOR ELEVATION REFERENCE D 4 8 OFFICE NAME SHEET NUMBER • Ar7 t '` ', "` "-:: ' "` `` I i,..7e.:.,:-_I 1-41/-1:..,;I:::;,1 -, :..,;I'�I;,1 1.11/_ :17..1 f`,�;ng � (�i6y Of Tukwila RU!I..DING DIVISION OFFICE ROOM C 0000 ROOM NUMBER WALL MATERIAL TYPEPROJECT'S P v TYPE NUMBER C1-67)1 101 DOOR NUMBER FLOOR MATERIAL TYPE C 1 NUMBER TYPE EXISTING DOOR MISC. MATERIAL TYPE PL NUMBER TYPE '-` DETAIL REFERENCE Mk XXX KEYNOTE INDICATOR 1 REVISIONS WI SHEET NUMBER rtlo changes slur' he made to the scope ei e in t vtrithin prior pprotai of �' T' Building Division_ NQ s L e +s ons will require a new plan submittal iiid may include additional plan review fees. ® FINISH INDICATOR X DETAIL SECTION REFERENCE XX SHEET NUMBER REVISION FILE COPY Permit o. �-' 0 ECIIt DETAIL SECTION REFERENCE SHEET NUMBER FIRE EXTINGUISHER CABINET o W/ FIRE EXTINGUISHER EXTERIOR ELEVATION REFERENCE o WALL -MOUNTED FIRE EXTINGUISHER Plan review approval is subject to errors and omissions. SHEET NUMBER VIC IN ITY MAP TENANT ARCHITECT DEFERRED SUBMITTALS: DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEERS OF RECORD WHO SHALL REVIEW AND PROVIDE NOTATION INDICATING DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE WITH THE BUILDING DESIGN. SUBMITTAL MATERIALS SHALL INCLUDE PLANS, DETAILS AND CALCULATIONS PREPARED AND SIGNED BY A STATE REGISTERED ENGINEER. CONTRACTOR SHALL SUBMIT ARCHITECT AND ENGINEER REVIEWED SUBMITTAL MATERIALS TO THE BUILDING OFFICIAL FOR REVIEW AND PERMIT APPROVAL. DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED PRIOR TO OBTAINING THE BUILDING OFFICIAL'S APPROVAL OF THE SUBMITTAL Approval of ccnstructian documents does not authorize tho violation of any adop de or ordinance. Receipt CI p provad Field Co, i and - onditions is acknowledged: By: Date: •=2..<7.- City of Tukwila BUILDING DIVISION 10111"- wo �+ UNIVERSAL HOSPITAL SERVICES $ i NICOLE MOSES 825-849 INDUSTRY DRIVE, SUITE 849 PH: (253) 625-6295 TUKWILA WA 98118 njmoses@uhs.com CINDY KANG/IRENE CONNOR 3015 112TH AVENUE NE, SUITE 205 PH: (425) 670-6706 BELLEVUE, WASHINGTON 98004 FAX: (425) 774-8219 ckang®waremalcomb.com >_. c STRANDER BLVD a- Lu FOR CODE COMPLIANCE APPROVED JUL 10 2018..PERMIT A-- vtv1/4 AityofTuk BUILDING DIVISION i--, --:i--i-'1,, _ :-' C T T I ;S v"�` l i. /`, JIB 8. mJV¢ CENTER ®o z La 0 o MINKLER BLVD 0 \• ��� G� Q.' CL CC > 0 LLIZ O-' CL o' > o r �\ \I PROJECT SITE NO SCALE EDUCED P I\T b213 11iH REGISTRATION 8694 REGISTERED T DAVI 'r + AMS DUERR STATE OF WASHINGTON EXP. 03-03-19 UHS REMODEL NGTON 98188 TITLE SHEET REMARKS DRAWN BY: SC JOB NO.: SEA18-6113-00 w 0 REMARKS ISSUED FOR CLIENT REVIEW PERMIT SUBMITTAL o DATE 2018-06-06 coT (00 I co0 N PA / PM: I. CONNOR DRAWN BY: SC JOB NO.: SEA18-6113-00 SHEET A0.1 Mon, 18 Jun 2018 W: \SEA\18\6113\00\Architectural\Cad\CD\6113_A02.dwg CAUTIO\: IF THIS SHEET IS OT 30••x42•• IT IS A WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK. ct w 0 0 CC a w F - w CC z cn0 1- U 0 w a 0 z z w w 1- -EIUCE3 P I\T r:/)::-;4) -cFs OLD C.) O u) N r a� ai J b0 bo a) v O 03 154 E E'D N N � REGISTRATION EXP. 03-03-19 UHS REMODEL 0 00 W co 00 rn r z O V z coxQ Q cc? co PA / PM: I. CONNOR DRAWN BY: POWER & SIGNAL NOTES FLOOR PLAN SEA18-6113-00 FIDE AUTHORITY NOTES FINISH N DEMOLITION N N 1. NO FINISH SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY ARCHITECT. 2. CONTRACTOR MUST NOTIFY THE ARCHITECT OF ANY DISCREPANCY IN PLANS. FINISH ITEMS CLEARLY SHOWN IN PLANS, BUT OMITTED FROM SCHEDULES OR LEGENDS MUST STILL BE PROVIDED AND INSTALLED BY CONTRACTOR. CONTRACTOR TO VERIFY OMITTED FINISHED WITH ARCHITECT PRIOR TO ORDERING PRODUCTS. 3. INSTALL MATERIALS ACCORDING TO MANUFACTURER'S SUGGESTED INSTALLATION AND PREPARATION/MAINTENANCE SPECIFICATIONS OR BETTER, UNLESS OTHERWISE APPROVED OR NOTED. 4. APPLICATION OF CONTROLLED INTERIOR FINISHES SHALL BE IN CONFORMANCE WITH STATE & LOCAL CODES. 5. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION. 6. SUBMIT THE FOLLOWING SAMPLES FOR ARCHITECT'S APPROVAL: A. THREE (3) 12" X 12" SAMPLES FOR ALL PAINT AND STAIN BRUSHOUTS, VINYL AND FABRIC FINISHES AND COLORS APPLIED TO A SUBSTRATE WHICH IS REPRESENTATIVE OF THE SURFACE TO BE FINISHED. SUBMIT PAINT SAMPLES FROM THE PAINT LOT OR LOTS INTENDED FOR APPLICATION. B. ONE (1) 24" X 24" MOCK-UP WITH SAMPLE SEAM (CENTERED) OF ALL FABRIC AND VINYL FINISHES AND COLOR. C. THREE (3) 12" X 12" SAMPLES OF ALL FLOOR COVERING. D. SUBMIT ACTUAL CUTTINGS OF EACH PRODUCT FOR COLOR/QUALITY CONTROL. 7. WHERE MATERIALS ARE NOT RETURNABLE, SUBMIT SAMPLES TO ARCHITECT BEFORE PLACING FULL ORDERS. 8. SUBMIT SEAMING PLAN FOR ALL FLOOR FINISHES TO ARCHITECT FOR APPROVAL PRIOR TO ORDER. 9. NOTIFY ARCHITECT IMMEDIATELY OF ITEMS WITH LONG LEAD TIMES. 10. ALL PAINT FINISH OF METAL PARTS OF DOORS, HANDRAILS, PERIMETER ENCLOSURES, ETC., SHALL BE SEMI -GLOSS, U.O.N. 11. WHERE PAINT COLORS CHANGE, CORNERS ARE TO BE CUT -IN FREE OF OVERLAPPING. 12. PRIOR TO THE INSTALLATION OF WALL COVERINGS, SURFACES SHALL BE PROPERLY PREPARED WITH SEALER PER MANUFACTURER'S RECOMMENDATIONS. 13. CONTRACTOR TO VERIFY CONDITION AND LEVEL OF FLOOR SO AS TO RECEIVE NEW FINISHES WITHOUT BOWING AT FLOOR OR WALL BASE. CONTRACTOR IS RESPONSIBLE FOR ALL FLOOR PREPARATION. 14. ALL CARPETING SHALL BE INSTALLED WITH GLUE DOWN METHOD, U.O.N. 15. WHERE FLOOR -MOUNTED OUTLETS ARE REQUIRED ON CARPETED AREA, CUT CARPET IN AN "X" OVER FLOOR HOLE AND INSTALL CARPET OVER TOP. DO NOT TRIM CARPET. 16. ALL V.C.T. TO BE INSTALLED WITH FULL TILE FROM VINYL THRESHOLD STRIP AND FULL TILE FROM WALL ADJACENT TO DOOR SWING, U.O.N. 17. PROVIDE AND INSTALL SPECIFIED BASE FOR ALL AREAS TO RECEIVE FLOORING. 18. CONTRACTOR SHALL PROVIDE PRE -FORMED RUBBER BASE CORNERS. DO NOT CUT OR BEND STRAIGHT BASE TO MAKE CORNERS. 19. MILLWORK LOWER CABINETS ARE NOT TO RECEIVE WALL BASE UNLESS INDICATED ON FINISH PLANS. 20. FLOOR FINISHES TO CONTINUE UNDERNEATH "OPEN FLOOR" AREAS OF MILLWORK, INCLUDING SINK AREA AND AT ALL UNDER -COUNTER EQUIPMENT AREAS WHICH ARE OPEN TO THE FLOOR. 21. FLOORS SHALL BE SLOPED TO FLOOR DRAINS. COORDINATE WITH PLUMBING AND STRUCTURAL DRAWINGS. IN RATED FLOOR CONDITIONS, CONFIRM REMAINING FLOOR THICKNESS STILL CONFORMS TO MINIMUM RATING REQUIREMENT. 22. CONTRACTOR TO RUN CALCIUM CHLORIDE TEST ON ALL EXISTING OR NEW CONCRETE SLABS PRIOR TO INSTALLING ANY FLOORING AND COMPARE RESULTS WITH FLOORING MANUFACTURE'S RECOMMENDED MAXIMUM CONTENT FOR WARRANTIES AND ADHESIVE PRODUCTS. 23. PRIOR TO NEW FLOORING INSTALLATION REMOVE EXISTING FLOOR FINISHES. PATCH AND REPAIR SUB -FLOOR AS REQUIRED. PREPARE FLOORS AND TRANSITIONS AS REQUIRED FOR SMOOTH AND LEVEL FINISH PER APPLICABLE BUILDING CODES. 24. ALL FLOORING TRANSITIONS AMONG ALL THE DIFFERING FLOORING MATERIAL SPECIFICATION TYPES ARE TO BE A FLUSH TRANSITION. 25. FEATHER SUB -FLOOR UP FOR A) TILE FLOORING TO CARPET AND B) VINYL FLOORING TO CARPET, FOR FLUSH INSTALLATION. 26. INSTALL METAL TRANSITION STRIPS WHERE TILE MEETS ALL OTHER FLOORING TYPES. PROVIDE LOW PROFILE TRANSITION STRIP WHERE ALL OTHER DIFFERENT FLOOR TYPES MEET, VERIFY COLOR. 27. CONTRACTOR TO HEAT/CHEMICAL SEAM VINYL FLOORING AS PER MANUFACTURER'S SPECIFICATIONS AND SEAL ALL VINYL FLOORS PER MANUFACTURER'S MAINTENANCE SPECIFICATIONS. 28. FLOOR COVERING INSTALLER TO FOLLOW MANUFACTURER'S SPECIFIED CARPET INSTALLATION INSTRUCTIONS. USING ADHESIVES AND INSTALLATION METHODS REQUIRED INSTRUCTIONS TO MAINTAIN PRODUCT'S WARRANTY. CONTACT CARPET SALES REPRESENTATIVE WITH QUESTIONS PRIOR TO PROCEEDING. 29. FLOOR COVERING INSTALLER TO FOLLOW MANUFACTURER'S SPECIFIED CONTOURED RUBBER BASE INSTALLATION INSTRUCTIONS USING ADHESIVES AND INSTALLATION METHODS REQUIRED TO MAINTAIN PRODUCT'S WARRANTY. 30. FLOOR COVERING INSTALLER REQUIRED TO PROVIDE MINIMAL SEAMS/JOINTS AT ALL LOCATIONS FOR FLOOR AND WALL BASE MATERIAL INSTALLATION. PROVIDE LOW VOC, BUT HEAVY DUTY ADHESIVES TO ENDURE HEAVY FOOT TRAFFIC, CARTS AND TO MAINTAIN PRODUCT'S WARRANTY. 31. PRIOR TO PAINTING, WALLS MUST BE PATCHED AND REPAIRED, CLEAN AND DRY AND PROPERLY MEMBERED AND ALIGNED SO, AS TO LEAVE NO EVIDENCE OF PATCHING OR REPAIRS. ALL SCREW AND NAIL HEADS MUST BE SET AND SPACKLED. ALL JOINTS MUST BE TAPED AND COVERED WITH JOINT COMPOUND. JOINTS THAT ARE FILLED TO BE SANDED SMOOTH AND DUST REMOVED PRIOR TO RECEIVING NEW PAINT FINISH APPLICATION. 32. PRIOR TO PAINTING OVER WALL COVERING, SECURELY GLUE DOWN ANY LIFTING OR BUCKLING AND HIDE ALL SEAMING OR BUMPS. 33. WALLS TO HAVE AT LEAST ONE COAT OF COLORED PRIMER AND TWO COATS OF SPECIFIED PAINT FINISH TYPE. PAINT TO BE A LOW VOC UNLESS U.O.N. HIGH TRAFFIC/WEAR ABILITY WITH GOOD SCRUB AND CLEANING ABILITY. VERIFY ALL WITH TENANT OR OWNER PRIOR TO PURCHASING PAINT. 34. PAINT ALL SPEAKER COVERS AND HVAC GRILLS IN GYPSUM BOARD WALLS AND CEILINGS TO MATCH ADJACENT PAINT COLOR AS SPECIFIED. 35. PRIOR TO INSTALLING WALL TILES AND WALL BASE TILE, WALLS MUST BE PATCHED AND REPAIRED, CLEAN AND DRY AND BE PROPERLY MEMBERED AND ALIGNED, SO, AS TO LEAVE NO EVIDENCE OF PATCHING OR REPAIRS. ALL SCREW AND NAIL HEADS MUST BE SET AND SPACKLED. ALL JOINTS MUST BE TAPED AND COVERED WITH JOINT COMPOUND. JOINTS THAT ARE FILLED ARE TO BE SANDED SMOOTH AND BUMP FREE WITH DUST REMOVED PRIOR TO RECEIVING MORTAR BED/BOND COAT AND WALL TILES. 36. ALL WALL TILES ARE TO HAVE A MORTAR BED/BOND BOND COAT THICKNESS TO ACCOMMODATE THE VARYING THICKNESSES OF ALL MATERIAL TYPES OF TILE SPECIFIED FOR WALL INSTALLATION WITH A FLUSH FRONT FACE. 37. ALL TRANSLUCENT GLASS TILE SPECIFIED ARE TO RECEIVE UNIFORM COVERAGE BY BACK BUTTERING TILES AND TROWEL RIDGES FLATTENED PRIOR TO SETTINGFIREPROOFING TRANSLUCENT GLASS TILES. 38. FLOORS OF TOILETS, BATHING AND SHOWER ROOMS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE. THE INTERSECTION OF SUCH FLOORS WITH WALLS SHALL HAVE A SMOOTH, HARD, NONABSORBENT VERTICAL BASE AS SPECIFIED IN FINISH PLANS OR RESTROOM ELEVATIONS. BASE SHALL EXTEND UPWARD ONTO THE WALLS NOT LESS THAN 4 INCHES. 39. WALLS AND PARTITIONS WITHIN 2 FEET OF SERVICE SINKS, URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE TO A HEIGHT OF NOT LESS THAN 4 FEET ABOVE THE FLOOR. 40. CONTROL JOINTS AT GYPSUM BOARD ASSEMBLIES: THE MAXIMUM RECOMMENDED CONTROL JOINT SPACING FOR WALLS AND CEILINGS WITHOUT PERIMETER RELIEF IS 30 LINEAR FEET OR 900 SQUARE FEET OF SURFACE AREA, WITH PERIMETER RELIEF IS 50 LINEAR FEET OR 2,500 SQUARE FEET OF SURFACE AREA. EXTERIOR JOINT SPACING IS RECOMMENDED AT 30 LINEAR FEET OR 900 SQUARE FEET OF SURFACE AREA. 41. CONSTRUCTION JOINTS (EXPANSION JOINTS) AT GYPSUM BOARD ASSEMBLIES: CONSTRUCTION JOINTS ARE REQUIRED AT CONTINUOUS GYPSUM BOARD SURFACES WITH DISSIMILAR WALL STRUCTURE. 1. DRAWINGS OF EXISTING CONDITIONS HAVE BEEN COMPILED FROM EXISTING DATA SUPPLIED BY THE OWNER TO THE ARCHITECT. THE ARCHITECT MAKES NO WARRANTY, EITHER EXPRESS OR IMPLIED, FOR THE ACCURACY OF THE COMPLETENESS OF THE EXISTING INFORMATION RECORDED. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE IN THE COURSE OF THE DEMOLITION WORK. 2. VERIFY LOCATIONS OF EXISTING MECHANICAL, PLUMBING AND ELECTRICAL UTILITIES. LOCATE AND PROTECT UTILITIES TO REMAIN. DISCONNECT, REMOVE BACK TO NEAREST JUNCTION BOX OR PANEL, AS REQUIRED, AND CAP DESIGNATED UTILITIES WITHIN THE DEMOLITION AREA. REFER TO THE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFO. 3. EXISTING ELECTRICAL AND TELEPHONE OUTLETS LOCATED ON DEMOLISHED WALLS+15" ARE TO BE REMOVED INCLUDING CONDUIT AND WIRING BACK TO JUNCTION BOX. LOCATIONS ARE TO BE PATCHED AND REPAIRED TO BE FLUSH WITH ADJACENT WALL SURFACE. 4. WHERE PLUMBING FIXTURES ARE BEING REMOVED OR WHERE EXPOSED PLUMBING PIPES OCCUR, CAP LINES BEHIND FINISHED SURFACES. PATCH AND REPAIR AS REQUIRED. 5. ALL EXISTING CONSTRUCTION WHERE INDICATED INCLUDING ELECTRICAL, TELEPHONE, PLUMBING AND MECHANICAL DEVICES NOT OTHERWISE INDICATED ON THESE CONSTRUCTION DRAWINGS SHALL BE REMOVED IN A CAREFUL MANNER SO AS NOT TO DAMAGE ADJOINING CONSTRUCTION. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXITINGCONTRACTOR S UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF HIS WORK. 7. ALL EXISTING BUILDING UTILITIES SHALL REMAIN IN OPERATION DURING CONSTRUCTION. PROVIDE REROUTING OF UTILITIES SERVING ADJACENT AREAS THAT ARE TO MAINTAIN UNINTERRUPTED SERVICE. ANY TEMPORARY SUSPENSION OF SERVICE SHALL BE COORDINATED AND APPROVED BY THE FACILITY MANAGER, NOT LESS THAN 24 -HOURS IN ADVANCE. 8. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL UTILITY COMPANIES UNLESS OTHERWISE NOTED IN THE PLANS AND SPECIFICATIONS. 9. THE DEMOLITION PLAN KEYNOTES ARE DIAGRAMMATIC AND GENERAL IN NATURE. THE INTENT IS TO ILLUSTRATE THE COMPLETE DEMOLITION OF THE SPACES INDICATED UNLESS NOTED OTHERWISE. FIELD VERIFICATION OF EXISTING CONDITIONS AND SPECIFIC QUANTITIES IS THE RESPONSIBILITY OF THE CONTRACTOR. 10. REMOVAL AND DISPOSAL OF DEMOLITION DEBRIS IS THE RESPONSIBILITY OF THE CONTRACTOR. VERIFY THE HAULING ROUTE THROUGH THE BUILDING, THE DEMOLITION STAGING AREA, AND THE LOCATION OF THE DUMPSTERS WITH THE OWNER PRIOR TO THE START OF DEMOLITION. DISPOSAL OF RUBBISH SHALL BE DONE IN A LEGAL MANNER. 11. THE OWNER RESERVES THE RIGHT TO SALVAGE ANY DEMOLISHED ITEM. VERIFY ITEMS TO BE SALVAGED WITH THE OWNER PRIOR TO THE START OF DEMOLITION. REMOVE, PROTECT, CLEAN, REPAIR FOR REUSE AND TURN OVER SUCH ITEMS AS DIRECTED BY THE OWNER. 12. IN ORDER TO INSTALL SOME OF THE NEW WORK (INCLUDING, BUT NOT LIMITED TO MECHANICAL, PLUMBING OR ELECTRICAL) IT WILL BE NECESSARY FOR THE CONTRACTOR AND HIS SUBCONTRACTORS TO REMOVE AND REPLACE (OR REFINISH) EXISTING WALLS, FLOORS, OR CEILING IN THE AREAS OF THE BUILDING NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL INCLUDE ALL RELATED COSTS IN HIS BASE BID, WHETHER SHOWN ON THESE PLANS OR NOT. 13. PROTECT ADJACENT SPACES NOT SCHEDULED FOR DEMOLITION. PATCH AND REPAIR DAMAGED FINISHES, ITEMS AND FIXTURES TO REMAIN AND/OR REPLACE IN KIND TO MATCH EXISTING FROM DAMAGE DURING THE PROGRESS OF THE WORK. PROVIDE TEMPORARY SAFETY BARRIERS REQUIRED BY CODE AND AS INDICATED TO INSURE PUBLIC SAFETY AND TO ALLOW BUILDING OCCUPANCY. CONTRACTOR TO SUBMIT FOR APPROVAL, BARRIER LOCATIONS, AND METHOD OF CONSTRUCTION TO THE ARCHITECT PRIOR TO INSTALLATION. 14. NO STRUCTURAL ELEMENTS ARE INCLUDED IN THIS SCOPE OF WORK. 15. PROVIDE DUST BARRIERS AROUND OPENINGS, TO AND FROM THE CONSTRUCTION AREA. PROVIDE ALL MEANS NECESSARY TO INHIBIT DUST FROM ENTERING OTHER PORTIONS OF THE FACILITY. SUBMIT BARRIER LOCATIONS TO THE ARCHITECT FOR APPROVAL, PRIOR TO INSTALLATION. 16. PROVIDE ADEQUATE SHORING, BRACING, BARRICADES AND PROTECTIVE MEASURES AS REQUIRED TO SAFELY EXECUTE THE WORK IN THE CONSTRUCTION AREA AND THE AREAS ADJACENT TO THE CONSTRUCTION AREA. CEASE OPERATIONS AND NOTIFY THE ARCHITECT IMMEDIATELY IF THE STRUCTURE APPEARS TO BEEXISTING ENDANGERED. DO NOT RESUME OPERATIONS UNTIL CORRECTIVE MEASURES HAVE BEEN TAKEN. 17. CONTRACTOR SHALL MAINTAIN REQUIRED MEANS OF EGRESS AND ENSURE THAT EXIT ROUTES ARE SIGNED, LIGHTED AND PROTECTED IN ACCORDANCE WITH CODE REQUIREMENTS. RELOCATE EXISTING AND/OR PROVIDE SMOKE PROTECTORS AND LIFE SAFETY EQUIPMENT FOR ADEQUATE COVERAGE. 18. PROVIDE TEMPORARY NON-COMBUSTIBLE CONSTRUCTION BARRIERS WHERE REQUIRED BY CODE AND THE GOVERNING FIRE AUTHORITY. MINIMUM REQUIREMENTS: A. FULL HEIGHT WALL FROM FLOOR TO CEILING. B. STUDS AT 24" O.C., WITH 5/8" TYPE 'X' GYPSUM BOARD. C. NON-COMBUSTIBLE ACCESS DOOR WITH (3) HINGES AND SPRING CLOSER. 19. SURVEY EXISTING FLOORS AND CLEARLY MARK ON FLOOR SURFACE THE LOCATIONS OF ALL BEAMS AND JOISTS. MARK ALL CORE DRILL PENETRATIONS AND RECEIVE STRUCTURAL ENGINEER'S APPROVAL PRIOR TO DRILLING CONCRETE. 20. CUT RIGID MATERIALS USING MASONRY SAW OR CORE DRILL. PNEUMATIC TOOLS ARE NOT ALLOWED WITHOUT PRIOR APPROVAL. 21. ALL CORE DRILLING OR OTHER NOISY WORK SHALL BE SCHEDULED 48 -HOURS IN ADVANCE WITH THE OWNER. 22. APPLY CEMENT BASE FLOOR PATCH AS REQUIRED TO FILL DINGS, NAIL HOLES, CHIPS AND CRACKS. 23. AT FLOOR AREAS SCHEDULED TO RECEIVE NEW FLOOR COVERING, REMOVE EXISTING FLOOR COVERING AND PREPARE SUBSTRATE FOR NEW FLOOR COVERING PER SPECIFICATIONS AND MANUFACTURER'S REQUIREMENTS. 24. AT ABANDONED PENETRATIONS OF FIRE RATED WALLS, CEILING OR FLOOR CONSTRUCTION, COMPLETELY SEAL VOIDS WITH FIRE RATED MATERIAL TO FULL THICKNESS OF THE PENETRATED ELEMENT. ALL PATCHING OF EXISTING WORK TO REMAIN SHALL MATCH FINISH PER SCHEDULE OR WHERE UNSCHEDULED TO MATCH EXISTING FINISHES TO REMAIN, AND SHALL MEET OR EXCEED FIRE RATING INDICATED ON FLOOR PLAN AND AS REQUIRED BY THE FIRE/LIFE SAFETY INSPECTOR. 25. COORDINATE EXISTING SPRINKLER LINE AND HEAD LOCATION WITH NEW PLAN. SUBMIT SPRINKLER SHOP DRAWINGS TO ARCHITECT FOR REVIEW WITH THE CITY FIRE DEPARTMENT. 26. CONTRACTOR IS RESPONSIBLE FOR BUILDING SECURITY DURING DEMOLITION PHASE. PROTECT ALL OPENINGS FROM WEATHER CONDITIONS AND SECURE THEM TO PREVENT VANDALISM. 27. DO NOT PERFORM ANY WORK THAT WILL VOID WARRANTIES OF EXISTING WEATHER EXPOSED OR MOISTURE RESISTANT ELEMENTS WITHOUT PRIOR APPROVAL FROM THE OWNER. 28. ARCHITECT ASSUMES NO RESPONSIBILITY RELATING TO ANY TOXIC MATERIALS, INCLUDING ASBESTOS, AND ASSUMES NO RESPONSIBILITY TO ITS EXISTENCE OR REMOVAL THE OWNER WILL TAKE ACTION FOR DIRECTLY CONTRACTING WITH A CONSULTANT OR SPECIALIST, LICENSED BY THE STATE, FOR SUCH SERVICES SHOULD THOSE SERVICES BE REQUIRED ON THE PROJECT. 29. IF THE EXISTING BUILDING CONSTRUCTION IS CLASSIFIED SUCH THAT INSULATION IS PRESENT, THEN THE CONTRACTOR, PRIOR TO STARTING ANY WORK, SHALL VERIFY THE CURRENT FIRE -RESISTANCE RATING(S) OF THE EXISTING BUILDING ELEMENT(S). IF THE EXISTING FIREPROOFING INSULATION IS DAMAGED/AFFECTED DURING THE COURSE OF THE WORK, AS DEFINED BY THIS PROJECT SCOPE, THEN THE CONTRACTOR SHALL PATCH/REPAIR THE FIREPROOFING INSULATION TO A CONDITION THAT SHALL MATCH OR EXCEED THE ORIGINAL FIRE -RESISTANCE RAT1NG(S) OF THE EXISTING BUILDING ELEMENT(S). 30. CONTRACTOR TO RELOCATE AND REUSE EXISTING DOORS AND HARDWARE WHERE POSSIBLE. 31. EXISTING DOORS TO REMAIN U.O.N. 1. COORDINATE TELEPHONE/DATA INSTALLATION WITH APPROPRIATE SUB -CONTRACTOR. 2. ALL EXISTING ELECTRICAL DEVICES ARE TO REMAIN, UNLESS NOTED OTHERWISE. 3. ALL OUTLETS TO BE INSTALLED AT LOCATIONS SHOWN BY DIMENSIONS ON THE POWER & SIGNAL PLAN. DIMENSION ALL OUTLETS FROM THE CENTERLINE OF THE OUTLET BOX. NON -DIMENSIONED OUTLETS ARE TO LOCATED AT THE NEAREST WALL STUD. 4. WHEN OUTLETS ARE GROUPED TOGETHER (2 OR MORE), THEY ARE TO BE SPACED NO MORE THAN 2" APART. 5. ALL ELECTRICAL OUTLETS OF 30 AMPERES OR LESS SHALL BE MOUNTED BETWEEN TO BOTTOM RECEPTACLE AND +48" TO TOP OF RECEPTACLE FROM FINISH FLOOR. SEE NOTE 6, BELOW, FOR GENERAL MOUNTING HEIGHT 6. ALL NEW WALL MOUNTED 15,20,AND 30 AMP OUTLETS/RECEPTACLES TO BE CENTERED AT +18"A.F.F., U.O.N. 7. ALL TELEPHONE AND DATA CABLE TO BE TEFLON COATED PLENUM RATED CABLE, SUPPORTED INDEPENDENTLY FROM SUSPENDED CEILING SYSTEM. CABLING TO BE SUPPLIED BY TENANT; ALL PULLS AND TERMINATIONS BY GENERAL CONTRACTOR. 8. LOCATIONS OF FURNITURE POWER FEEDS SHALL ACCOMMODATE CIRCUITS AND WIRE PER ELECTRICAL DRAWINGS. TENANT SHALL BE RESPONSIBLE FOR PROVIDING FURNITURE POWER FEED, GENERAL CONTRACTOR SHALL INSTALL THE POWER FEED. 9. WHERE DEDICATED ELECTRICAL OUTLETS ARE NOTED WITHIN THE FURNITURE PANEL SYSTEM, THE PANEL SYSTEM SHALL ACCOMMODATE THIS REQUIREMENT. 10. FLOOR OUTLETS ARE ACCEPTABLE NEXT TO SLIDING PANELS/WALLS AND OTHER SPECIAL CONVENIENT LOCATIONS. 11. WHERE ELECTRICAL WORK IS SPECIFIED 1N CONJUNCTION WITH CABINET WORK, LAMPS AND FIXTURES ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR. 12. CUT-OUTS FOR SWITCHES, OUTLETS, ETC. AS REQUIRED BY THE CABINET CONTRACTOR ARE TO BE COORDINATED WITH THE ELECTRICAL CONTRACTOR, U.N.O. ALL RECEPTACLES WHERE MILLWORK OCCURS SHALL BE LOCATED PER ELEVATIONS OF THE MILLWORK ITEM IN QUESTION. 13. ALL WALL COVER PLATES SHALL BE WHITE, UNLESS BUILDING STANDARD IS DIFFERENT, MATCH BUILDING STANDARD. 14. ALL SEPARATE CIRCUIT RECEPTACLES TO BE ORANGE COLOR WITH BUILDING STANDARD COLOR COVER PLATE. 15. POWER/SIGNAL AND REFLECTED CEILING PLANS ARE FOR THE GENERAL INFORMATION OF THE CONTRACTOR. EXACT LOCATIONS SHOULD BE VERIFIED. 16. TENANT TO PROVIDE AND INSTALL THE TELEPHONE AND DATA COMMUNICATION CABLING. CONTRACTOR TO COORDINATE SCHEDULING AND OTHER REQUIREMENTS WITH TENANT. 17. ALL/ANY CORE DRILL LOCATIONS SHALL BE VERIFIED WITH DESIGNER PRIOR TO DRILLING. ALL UNUSED CORE DRILLS SHALL BE PLUGGED AND CAPPED AS REQUIRED TO MAINTAIN FLOOR FIRE RATING. 18. ALL TELEPHONE AND COMPUTER WIRES SHALL BE PULLED BY TENANT CONTRACTOR U.O.N. ELECTRICAL CONTRACTOR SHALL PROVIDE PULL WIRES AND BOXES AT EACH LOCATION. 19. CONTRACTOR SHALL OBTAIN APPROVAL FROM ARCHITECT FOR ALL THERMOSTAT LOCATIONS. 1. CONTRACTOR AND ARCHITECT TO REVIEW LAYOUT PRIOR TO COMMENCEMENT OF PARTITION 2. CONTRACTOR TO VERIFY DIMENSIONS FOR 3. EXTEND ALL STUDS AND WALL MATERIALS 4. ALL CONDUIT PIPING IN ELECTRICAL ROOM CONSTRUCTION. 5. DOOR OPENINGS IN PARTITIONS NOT DIMENSIONED 0'-4" OF ADJACENT PERPENDICULAR PARTITION. 6. CONTRACTOR SHALL USE 3-5/8" METAL STUDS WALLS. CONTRACTOR TO VERIFY ACTUAL SHALL BE REPORTED TO THE ARCHITECT. 7. USE WATER RESISTANT GYPSUM BOARD/FIBER MOISTURE OR WHERE TILE IS USED. 8. ALL PLUMBING WORK SHALL BE IN ACCORDANCE CODES. 9. ALL HOT WATER LINES SHALL BE PROPERLY DRAWINGS. 10. ALL PLUMBING CLEAN -OUTS SHALL BE INSTALLED SHALL COORDINATE ALL CLEAN-OUT AND CABINETS. SUBMIT A PLAN OF ALL PROPOSED FOR APPROVAL PRIOR TO INSTALLATION. 11. ALL MILLWORK SHALL CONFORM TO STATE 12. FIELD MEASURE AS REQUIRED FOR ALL MILLWORK FABRICATION. 13. CONTRACTOR TO PROVIDE SHOP DRAWINGS APPROVAL PRIOR TO MANUFACTURE OF ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM 14. CONTRACTOR TO VERIFY FINAL LOCATION FOR IN -WALL SUPPORT BRACKETS PRIOR TO GYPSUM ALL FINAL INSTALLATION HEIGHTS FOR IN -WALL ALL ACCESSIBILITY CODES REQUIREMENTS INCLUDED. 15. PROVIDE AND INSTALL ALL NECESSARY WALL BACK-UP PLATES AND/ OR SUPPORTING INSTALLATION OF WALL -MOUNTED OR SUSPENDED VERIFY REQUIREMENTS WITH MANUFACTURERS CATALOG CUT SHEETS FOR ARCHITECT'S APPROVAL 16. PROVIDE AND INSTALL ALL NECESSARY ELECTRICAL SUPPLY, FITTINGS & CONNECTORS TO COMPLETE EQUIPMENT INDICATED ON PLAN. VERIFY PRIOR TO INSTALLATION. SUPPLY CATALOG APPROVAL. 17. EXACT LOCATION OF FIRE EXTINGUISHER CABINETS ARCHITECT BEFORE INSTALLATION. PROVIDE CABINETS AS REQUIRED BY THE FIRE DEPARTMENT 18. CONTRACTOR TO VERIFY LOCATION OF ALL TO INSTALLATION. 19. ALL EXITS SHALL HAVE EXIT SIGNS AND ALL HAVE DIRECTIONAL EXIT SIGNS. & APPROVE CHALK LINES OF PARTITION CONSTRUCTION. ALL PLUMBING PARTITION. TO CONSTRUCTION ABOVE, U.O.N. TO BE CONCEALED WITHIN THE WALL ARE TO BE LOCATED WITHIN MINIMUM AT ALL PLUMBING DEPTH REQUIRED, ANY DISCREPANCIES BOARD AT ALL AREAS SUBJECT TO WITH LOCAL AND NATIONAL INSULATED. SEE PLUMBING WHERE READILY ACCESSIBLE. LOCATIONS WITH EQUIPMENT, LOCATIONS TO ARCHITECT 8c LOCAL WOODWORKING STANDARDS. CONDITIONS PRIOR TO FOR ARCHITECT AND TENANT CABINET WORK, MILLWORK AND ANY SHOP FABRICATED WORK. CANTILEVERED COUNTERS AND BOARD FINISHING OF WALLS. SUPPORT BRACKETS MUST MEET WITH COUNTERTOP MATERIAL THICKNESS BACKING, STIFFENERS, BRACING, BRACKETS AS REQUIRED FOR THE EQUIPMENT OR BUILT-IN ITEMS. PRIOR TO INSTALLATION. SUPPLY CONNECTIONS AND PLUMBING INSTALLATION OF APPLIANCES & REQUIREMENTS WITH MANUFACTURERS CUT SHEETS FOR ARCHITECT'S TO BE CONFIRMED WITH ADDITIONAL FIRE EXTINGUISHERS & FIELD INSPECTORS. THERMOSTATS WITH ARCHITECT PRIOR BLIND CORRIDOR TURNS SHALL TO RECEIVE FINISHES AS NOTED & FINISH LEGEND. SURFACES, WALLS, AND CEILINGS "LEVEL 4" FINISH, SO AS TO RECEIVE OFFICES AND CONFERENCE GYPSUM BOARD PARTITIONS OF ANY SURFACE MOUNTED UTILITY PIPING, SHELF STANDARDS & TO BE REMOVED DURING THE THE CONSTRUCTION PHASE: TAPE AND APPLY NEW FINISH TO MATCH EXISTING AND FEATHERSNEW FINISH WITH &CONTINUOUS FINISH. 1. FINAL INSPECTION BY FIRE DEPARTMENT IS REQUIRED - SCHEDULE 72 HOURS IN ADVANCE. 2. THE PROJECT ADDRESS SHALL BE PROVIDED FOR ALL NEW AND EXISTING BUILDINGS IN A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY PER LOCAL FIRE DEPARTMENT STANDARDS. 3. AN UNOBSTRUCTED ALL-WEATHER FIRE APPARATUS ACCESS ROAD SHALL BE IN PLACE PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING MATERIALS TO THE SITE. 4. FIRE PREVENTION WATER SERVICE SHALL BE IN SERVICE PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING MATERIALS TO THE SITE. 5. ACCESS GATES SHALL BE APPROVED PRIOR TO INSTALLATION AND SHALL BE IN COMPLIANCE WITH LOCAL FIRE AUTHORITY. 6. FIRE SPRINKLER SYSTEM(S) SHALL MEET STATE 8c LOCAL FIRE CODES AND BE PROVIDED TO PROTECT ENTIRE BUILDING INCLUDING PROJECTIONS OVER 4'-0". 7. FIRE SPRINKLER SYSTEM(S) AND ALL CONTROL VALVES, INCLUDING EXTERIOR SHALL BE SUPERVISED BY A U.L. LISTED CENTRAL ALARM STATION OR PER STATE & LOCAL FIRE CODES. 8. ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER SYSTEMS AND WATER -FLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE ELECTRICALLY MONITORED WHERE THE NUMBER OF SPRINKLERS IS ( 100) OR MORE. 9. ELECTRICAL SUBCONTRACTORS TO INSTALL WIRING FOR FIRE SPRINKLER, ALARM BELL AND TELEPHONE WARNING AS REQUIRED BY FIRE DEPARTMENT. 10. INSTALLATION OF FIRE ALARM SYSTEMS SHALL BE IN ACCORDANCE WITH STATE & LOCAL FIRE CODES. 11. COMPLETE PLANS AND SPECIFICATIONS FOR ALL FIXED FIRE PROTECTION EQUIPMENT INCLUDING AUTOMATIC SPRINKLERS AND OTHER FIRE -PROTECTION SYSTEMS, SHALL BE SUBMITTED BY INSTALLING CONTRACTOR. SUCH PLANS SHALL BE APPROVED BY LOCAL FIRE AUTHORITY PRIOR TO INSTALLATION. 12. LOCATIONS AND CLASSIFICATIONS OF FIRE EXTINGUISHERS SHALL BE IN ACCORDANCE WITH STATE 8c LOCAL FIRE CODES AND PLACEMENT IS SUBJECT TO THE APPROVAL OF THE FIRE INSPECTOR. VERIFY QUANTITY & EXACT LOCATION FROM FIRE DEPARTMENT PRIOR TO ORDERING. 13. AT LEAST ONE (1) FIRE EXTINGUISHER WITH A MINIMUM RATING OF: 2 -A -10B: C (FOR OFFICE), OR 10-A-80B:C (FOR WAREHOUSE), SHALL BE PROVIDED WITHIN 75'-0" MAXIMUM TRAVEL DISTANCE FOR EACH 3,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR. 14. STORAGE, DISPENSING OR USE OF ANY FLAMMABLE AND COMBUSTIBLE LIQUIDS, FLAMMABLE AND COMPRESSED GASES, AND OTHER HAZARDOUS MATERIALS SHALL COMPLY WITH STATE & LOCAL FIRE CODES. THE STORAGE AND USE OF HAZARDOUS MATERIALS SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TO ANY MATERIALS BEING STORED OR USED ON SITE. A SEPARATE PLAN SUBMITTAL IS REQUIRED PRIOR TO THE STORAGE AND USE OF HAZARDOUS MATERIALS. 15. BUILDING(S) NOT APPROVED FOR HIGH -PILED STOCK (MATERIALS IN CLOSELY PACKED PILES OR ON PALLETS, OR IN RACKS WHERE THE TOP OF STORAGE EXCEEDS 12'-O" IN HEIGHT, AND 6'-0" FOR GROUP "A" PLASTICS AND CERTAIN OTHER HIGH -HAZARD COMMODITIES). HIGH -PILED STOCK SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TO MATERIALS BEING STORED ON SITE. A SEPARATE PLAN SUBMITTAL IS REQUIRED FOR HIGH -PILED STORAGE IN ACCORDANCE WITH STATE 8c LOCAL FIRE CODES. 16. A LETTER OF INTENDED USE MAY BE REQUIRED BY THE FIRE INSPECTOR. 17. ALL REQUIRED FIRE DOORS SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY SHOWING THE SPECIFIC RATING.• ' 18. EXIT SIGNS AND ILLUMINATION SHALL CONFORM TO ALL APPLICABLE BUILDING AND FIRE CODES. 19. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 20. PROVIDE OR MODIFY AS NEEDED SPRINKLER ALARM AND SMOKE DETECTION SYSTEM PER APPLICABLE CODES INCLUDING IF NECESSARY FOR HORNS, STROBE LIGHTS, CONTROL PANEL CONNECTIONS, SMOKE DETECTORS, AUDIO VISUAL ALARMS. SUBMIT SHOP DRAWINGS TO THE FIRE MARSHAL FOR APPROVAL. D ES I BUILD I'JOTES 20. PREPARE ALL FLOOR SURFACES AS REQUIRED ON FINISH PLAN, ENLARGED FINISH PLANS 21. UNLESS OTHERWISE NOTED, ALL GYPSUM BOARD 1. LIGHT SWITCHES AND OCCUPANCY SENSORS SHALL BE INSTALLED AT +48" A.F.F. MULTIPLE SWITCHES SHOULD BE GANGED TOGETHER UNLESS OTHERWISE SPECIFIED. 2. CONTRACTOR TO VERIFY ALL SWITCH LOCATIONS WITH THE ARCHITECT PRIOR TO INSTALLATION. NUMBER OF SWITCHES FOR OPEN AREA IS BIDDER DESIGN. SWITCHES INDICATED ON THE DRAWINGS FOR OPEN AREA ARE FOR REFERENCE ONLY. 3. CONTRACTOR SHALL PROVIDE SEISMIC BRACING AT ALL NEW AND RELOCATED LIGHT FIXTURES. 4.CONTRACTOR SHALL VERIFY AND PROVIDE A COMPLETE HVAC SYSTEM WHICH CONFORMS TO THE OWNER'S HVAC SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ROOF PENETRATIONS AND PATCHING, ANY SCREENING OF ROOF -MOUNTED MECHANICAL UNIT REQUIRED BY GOVERNING JURISDICTION. SHALL BE TAPED, SANDED SMOOTH TO A PAINT OR WALL COVERING MAl1=RIAL. 22. PROVIDE SOUND INSULATION AT WALLS BETWEEN ROOMS. 23. PATCH AND FILL VARIOUS OPENINGS AT EXISTING AND SOFFITS FOLLOWING REMOVAL OR INSTALLATION OR RECESSED FURNISHINGS, RECEPTACLES, ALL OTHER SIMILAR ELEMENTS INDICATED DEMOLITION PHASE, OR INSTALLED DURING SEAL ALL SEAMS WITH JOINT COMPOUND: FINISH AT ADJACENT GYPSUMDEC BOARDISSURFACES FINISH TO PROVIDE CONSISTENT [)OOOT S 1. VERIFY THAT ALL DOORS AND DOOR HARDWARE 8c STANDARDS. NOTIFY AS REQUIRED, ALL DOORS ON OR NEAR THE MAIN EXIT TO REMAIN UNLOCKED WHEN DOORS COMPLY WITH SHALL COMPLY WITH REQUIREMENTS SHALL BEAR A LABEL FROM RATINGS. TO BE LEVER -TYPE PER GOVERNING PULLS OR KNOBS SHALL BE OPERABLE PARTS OF DOOR ARE TO BE CENTERED BETWEEN BUILDING STANDARD EXISTS, WITH ACCESSIBILITY REQUIREMENTS. DEVICES SHALL BE OF AN SEALS ON ALL EXTERIOR RESPONSIBLE TO COORDINATE FOR EACH LOCATION. TO BE FACTORY FINISHED, STOPS TO HAVE 2x6 BACKING OF ALL DOORS NOT IN FINISH FLOOR SURFACE. REFINISH ANY BLEMISHED REFINISH TO "AS NEW" CONDITION. BE OPERABLE FROM THE INSIDE EFFORT. ELECTRONIC SECURITY DOOR UNDER ALL CONDITIONS. ARE INCONSISTENT FRAMES OR OTHER STANDARD DESIGNER AND OWNER PRIOR MEET THE REQUIREMENTS OF ALL THE ARCHITECT IMMEDIATELY IN CASE PRIOR TO FABRICATION. DOOR READING: BUILDING IS OCCUPIED". ACCESSIBILITY REQUIREMENTS. OF ALL GOVERNING CODES & A RECOGNIZED AGENCY SHOWING CODES & ACCESSIBILITY INSTALLED AT 40" ABOVE FINISH HARDWARE (SUCH AS DEADBOLTS, 34" AND 44" ABOVE FINISH MATCH BUILDING STANDARD AND APPROVED TYPE. DOORS PER ANSI STANDARDS. Sc VERIFY ALL DOOR FRAME U.O.N.. IN THE WALL BEHIND. A RATED CORRIDOR SHALL NOT DOOR OR REPLACE SAID DOOR IF WITHOUT A KEY OR ANY SPECIAL LOCKS MUST BE OPENABLE FOR INCLUDING A POWER OUTAGE. FOR DOORS, RECITES, HARDWARE, DETAILS, THEN CONTRACTOR TO CONSTRUCTION. _ 1=1 jt' ='-' CiTY OF s UKWILA jal 2 5 2013 PF- � - w1 I CENTER t99 CEILING S GOVERNING CODES OF DISCREPANCY. 2. FIELD MEASURE, 3. PROVIDE A SIGN "THIS DOOR 4. VERIFY THAT EXISTING 5. RATED DOORS STANDARDS AND THE SPECIFIC 6. ALL HARDWARE STANDARDS. 7. DOOR HANDLES, FLOOR. ALL OTHER KEYHOLES... ETC.) FLOOR. IF EXISTING CONFIRM COMPLIANCE 8. SPECIAL LOCKING 9. PROVIDE WEATHER 10. CONTRACTOR IS THROAT THICKNESS' 11. ALL DOOR FRAMES 12. ALL WALL DOOR 13. MAXIMUM UNDERCUT EXCEED 1/2" ABOVE 14. CONTRACTOR SHALL NOT ABLE TO 15. ALL DOORS TO KNOWLEDGE OR 16. ALL DOORS WITH EXITING PURPOSES 17. IF BUILDING STANDARDS DOOR AND RELITE MUST VERIFY WITH I 1 OT 1. SEE ELECTRICAL ENGINEERING DRAWINGS FOR SPECIFICATIONS OF NEW BUILDING STANDARD LIGHT FIXTURES, SWITCHES, EXIT SIGNS, ETC. 2. ALL REPLACEMENT FLUORESCENT LAMPS TO MATCH BUILDING STANDARD - SAME COLOR AND MANUFACTURER. 3. FIELD VERIFY EXISTING CEILING GRID LOCATION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES ON PLANS. 4. WHERE DISCREPANCIES IN LOCATION OF LIGHT FIXTURES, AIR DIFFUSERS, GRILLES, ETC. OCCUR ON THE ELECTRICAL ENGINEERING PLANS, THE ARCHITECTURAL PLANS SHALL GOVERN. NOTIFY ARCHITECT OF ANY DISCREPANCIES FOR CLARIFICATIONS. 5. FIELD VERIFY ALL CLEARANCES OF DUCTS, PIPES, SPRINKLERS, ETC., AND NOTIFY ARCHITECT OF ANY CONFLICTS PRIOR TO INSTALLATION OF LIGHTS, ETC. 6. PLACEMENT OF LIGHT FIXTURES IN AREAS WHERE MAIN DUCTS MAY CAUSE INTERFERENCE MUST BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. . 7CONDUITS ABOVE CEILING MUST BE A MINIMUM OF 12" ABOVE THE CEILING GRID. 8. NO COMBUSTIBLE MATERIALS SHALL BE USED IN THE PLENUM SPACE, INCLUDING ALUMINUM FLEX, ALUMINUM CONDUIT, AND POT METAL CONNECTORS. 9. ALL JUNCTION BOXES AND MECHANICAL EQUIPMENT REQUIRING ACCESS FOR SERVICE SHALL BE LOCATED OVER ACOUSTICAL CEILINGS. NO ACCESS HATCHES SHALL BE INSTALLED IN GYPSUM BOARD CEILINGS WITHOUT PRIOR APPROVAL BY ARCHITECT. (NO EXCEPTION) 10. ALL SPRINKLER HEADS AT HARD -LID CEILINGS ARE TO BE FULLY RECESSED AND CONCEALED. HEADS ARE TO BE CENTERED BETWEEN LIGHTS IN A UNIFORM ARCHITECTURAL PATTERN. G.C. TO PROVIDE A SUBMITTAL WITH SPRINKLER HEAD LOCATIONS FOR ARCHITECT'S APPROVAL PRIOR TO INSTALLATION. 11. ALL GYPSUM BOARD CEILINGS ARE TO BE INSTALLED WITH LINEAR DIFFUSERS. G.C. TO PROVIDE A SUBMITTAL WITH ALL LINEAR DIFFUSER LOCATIONS PRIOR TO INSTALLATION. 12. LOCATE RECESSED DOWN LIGHTS, WALL WASHERS, SMOKE DETECTORS, EXIT SIGNS, SPEAKERS, FIRE SPRINKLERS, ETC. IN CENTER OF 24"x24" CEILING TILES OR IN CENTER OF 24"x24" PORTION OF 24"x48" CEILING TILES, UNLESS OTHERWISE NOTED. 13. PROVIDE SWITCHES AND LIGHT SENSORS FOR OPEN AREAS AND PRIVATE OFFICES. ACTUAL LOCATION OF ALL SWITCHES TO BE DETERMINED BY ELECTRICAL ENGINEER. 14. WHERE EXIT SIGNS ARE REQUIRED PER STATE & LOCAL CODES, THEY SHALL BE ILLUMINATED PER SAID CODES AND THE NEC. LOCATIONS SHALL BE COORDINATED WITH THE ARCHITECT. 15. PROVIDE BACK-UP POWER FOR EXIT SIGNS PER STATE 8c LOCAL CODES. 16. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED TO A LEVEL OF NOT LESS THAN ONE FOOT CANDLE AT THE WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 17. EMERGENCY LIGHTING SHALL BE (2) SEPARATE SOURCES OF POWER AND SHALL COMPLY WITH THE NEC. 18. PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR OUTLETS, INLETS OR DUCTS PENETRATING FIRE RATED ASSEMBLIES, ENCLOSURES, WALLS, FLOORS OR SURFACES, AND AS REQUIRED BY THE FIRE DEPARTMENT. 19. CONTRACTOR SHALL PROVIDE EMERGENCY LIGHTING, STROBE LIGHTS, AUDIO-VISUAL ALARMS AND OCCUPANCY SENSORS TO MEET ALL APPLICABLE CODES. 20. CONTRACTOR SHALL PROVIDE LAMPS WITH TYPE IC RATED HOUSING WHERE FIXTURES COME IN DIRECT CONTACT WITH INSULATION. 21. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED AT ALL TIMES AND SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM (BATTERIES, UNIT° EQUIPMENT OR AN ON-SITE GENERATOR) THAT WILL AUTOMATICALLY ILLUMINATE THE EXIT SIGNS FOR A DURATION OF NOT LESS THAN 90 MINUETS. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 10 2018 City Of Tukwila BUILDING DIVISION WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK. ct w 0 0 CC a w F - w CC z cn0 1- U 0 w a 0 z z w w 1- -EIUCE3 P I\T r:/)::-;4) -cFs OLD C.) O u) N r a� ai J b0 bo a) v O 03 154 E E'D N N � REGISTRATION EXP. 03-03-19 UHS REMODEL 0 00 W co 00 rn r z O V z coxQ Q cc? co PA / PM: I. CONNOR DRAWN BY: SC JOB NO.: SEA18-6113-00 SHEET A0.2 Mon, 18 Jun 2018 W: \SEA\18\6113\00\Architectural\Cad\CD\6113_AO3.dwg CAUTION IF THIS SHEET IS NOT 30-x42 IT IS A THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK. EDUCED P I\T 43 ® 03 C..) –6 E � r4 8 CD J cx g fa eu m m k 1-40' • N. rocu REGISTRATION EXP. 03-03-19 UHS REMODEL 0) co LW D cow co W z > O CD z Ct Q CD Q D H CO N CO PA / PM: L CONNOR DRAWN BY: ------_ `\�` 60" MIN., SEA18-6113-00 ACCESSIBILITY NOTES _ �, - MIN. 60"re MIN. , .0 ��'��' \ ,"48" DOOR �' 1. "THE ACCESSIBILITY GUIDELINES AND CODES" MENTIONED BELOW REFER TO ALL APPLICABLE LOCAL/STATE BUILDING CODES REFERENCED ON THE PROJECT DATA SHEET OF THIS SET IN ADDITION TO THE FEDERAL REQUIREMENTS OF THE ADA (THE AMERICANS WITH DISABILITIES ACT). 2. DETAILS ON THIS SHEET ARE FOR REFERENCE ONLY, REFER TO THE ACCESSIBILITY GUIDELINES AND CODES FOR ALL ACCESSIBILITY REQUIREMENTS. 3. THE GENERAL CONTRACTOR SHALL BECOME FAMILIAR WITH THE ACCESSIBILITY GUIDELINES AND CODES. 4. ANY DISCREPANCY CONTAINED HEREIN DOES NOT RELIEVE THE GENERAL CONTRACTOR OR OWNER FROM COMPLYING WITH THE ACCESSIBILITY GUIDELINES AND CODES. / WIDTH i . /� . -'�.- \`\1 �" Z I �6cj I I In .` 1 i 1 .so \ / __— ,' \\.`, __ _,,,.'�/ CIRCULAR TURNING SPACE N L , -, r ----J Z -- 1 / ..� / `. �r l �. / / �r/ (C) (A) - --.z DOOR 48" MIN. DOOR 4 WIDTH �,�� i ' Z ` MDTH �I o co \ i i 48" MIN. BASE L \ 1f 1(L `l 12" I 36" MIN. 12" r -1 I, I , / (B) TWO DOORS IN SERIES -S MIN. MIN. T—SHAPED TURNING SPACE OMEO �' o DOORWAYS & GATES L r 7 SIZE OF CLLARFLOOR 1 f 1SPACEDOORS 48" MIN.i ilk; ii * Z SCALE: 1/4"=1'-0" IACDR-Series_ICC-01 1 1 I -&. �. NOTES: 1. FLOOR OR CHANGES LANDINGS. 2. THRESHOLDS, SHALL COMPLY 3. HANDLES, SHALL NOT 4. THE FORCE 5. OPERABLE 6. WHERE SUDING 7. DOOR AND A POSITION 8. DOOR AND THE CLOSED 9. THE FORCE 9.1. INTERIOR 9.2. SUDING 9.3. REQUIRED EXCEED 9.4. EXTERIOR 10. SWINGING SURFACE IN THESE 11. WHERE AUTOMATIC CLEAR BREAK GROUND SURFACE IN LEVEL] DETAIL IF PROVIDED WITH [FLOOR PULLS, LATCHES, REQUIRE TIGHT REQUIRED TO PARTS OF DOOR DOORS GATE CLOSERS OF 12' FROM GATE SPRING POSITION IN FOR PUSHING HINGED DOORS OR FOLDING FIRE DOORS: 15 LBS (66.7 HINGED DOORS: DOOR AND GATE ON THE PUSH SURFACE SHALL CREATED BY AND OUT OPENING 32" MIN WITHIN REQUIRED MANEUVERING AND SHALL HAVE A SLOPE AT DOORWAYS SHALL BE OR GROUND SURFACES LOCKS AND OTHER OPERABLE GRASPING, PINCHING OR ACTIVATE OPERABLE PARTS HARDWARE SHALL BE ARE IN THE FULLY OPEN POSITION, SHALL BE ADJUSTED SO THE LATCH IS 5 SECONDS HINGES SHALL BE ADJUSTED 1.5 SECONDS MIN. OR PULLING OPEN A DOOR AND GATES: 5 LBS (22.5 DOORS: 5 LBS (22.5 N) THE MINIMUM OPENING N). 5 LBS (22.5 N) MAX SURFACES WITHIN 10" SIDE EXTENDING THE FULL BE WITHIN 1/16" OF THE ADDED KICK PLATES SHALL POWER -ASSISTED DOORS AT SWINGING OR SUDING CLEARANCES NOT STEEPER 1/2" HIGH & CHANGES PARTS TWISTING OR SHALL BE 34" MIN. AND OPERATING THAT FROM MIN. SO THAT OR GATE N) MAX. MAX FORCE ALLOWABLE OF THE FINISH WIDTH OF THE SAME PLANE BE CAPPED. AND GATES WITHOUT DOORS AND 32" MIN SHALL THAN 1:48. MAX. RAISED THRESHOLDS IN LEVEL] DETAIL ON DOORS AND THE WRIST. 5 LBS (22.5 N) 48" MAX. ABOVE HARDWARE AN OPEN POSITION FROM THE OPEN SHAD_ BE AS FOLLOWS: BY THE FLOOR OR GROUND DOOR OR GATE. AS THE OTHER STANDBY GATES SHALL COMPLY WITH CHANGES IN AND GATES SHALL MAX. THE FINISH SHALL BE OF 90' THE POSITION OF APPROPRIATE MEASURED PARTS CREATING AND BE FREE POWER ARE BE 32" MIN. 32" MIN [FLOOR OR GROUND SURFACES & LEVEL ARE NOT PERMITTED AT DOOR CHANGES IN LEVEL AT DOORWAYS BE OPERABLE WITH ONE HAND AND FLOOR OR GROUND. EXPOSED AND USABLE FROM BOTH SIDES. TIME REQUIRED TO MOVE THE DOOR TO 70' THE DOOR OR GATE SHALL MOVE TO ADMINISTRATIVE AUTHORITY, NOT TO VERTICALLY SHALL HAVE A SMOOTH HORIZONTAL OR VERTICAL JOINTS OF SHARP OR ABRASIVE EDGES. PART OF A MEANS OF EGRESS THE WHEN OPERATED IN EMERGENCY MODE. 36" MIN,' Z 1 1 0 —���� o iI I r 1 L _ J 'Co r L _ J \ _Z E N \ -� -- �. L J L J 30" MIN. (B) PARALLEL SIZE AND POSITION OF CLEAR FLOOR (A) FORWARD SPACE (a) FRONT APPROACH SIDE (b) APPROACH r , 0 -I J e 1 1 \ r T i j �� 122 M N. \ N d Z CV * r j 1 1 " 24 MINS N �I Its _� A X I III n x ����-1 aullii `J i L K L --J`- I J i I \ '------ r -- ' ` ! -i POCKET OR MANEUVERING HINGE APPROACH CLEARANCE AT DOORWAYS STOP OR LATCH WITHOUT (d) DOORS, APPROACH L I J L 60" MIN. _I(C)CAVITIES 36" MIN. ` MANEUVERING CLEARANCE SLIDING DOORS, GATES AND FOLDING DOORS MANEUVERING CLEARANCE IN AN ALCOVE, PARALLEL DOORS, DOORWAYS & GATES IN AN ALCOVE, FORWARD APPROACH APPROACH CLEAR FLOOR OR GROUND SPACE SCALE: 1/4"=1'-0" IACDR-2_ICC-01 SCALE: 1/2"=1'-0" IACMI-Floor_space_ICC-01 N A 4" MAX. HINGED (A) (B) (C) DOOR SLIDING DOOR FOLDING DOOR DOORWAYS CLEAR WIDTH OF DOORWAYS (D) WITHOUT DOORS ,I, 1\,�1 \ MAX AX. SIGN UN IMITED UNLIMITED UNLIMIT D i _____ o ''� 00 J '\ Ate' LJ SI \ 6 MAX. ELEVATION A TOE CLEARANCE 17"-25"t 'r B PLAN X> 12" v X > 12" o Z \ 1 - - r-- 12" r MIN00 Z \ co :: Al X o 4., '4„ Q Al <1;:, N MAXN . MAX. POST <� X > 12" _ N X ^ N A 0 18" MIN. 8 J LIMITS OF PROTRUDING (A) POST MOUNTED PROTRUDING (B) OBJECTS MIN. . \ (A) FRONT APPROACH, PULL SIDE (*) IF BOTH CLOSER AND FRONT APPROACH, LATCH ARE PROVIDE' PUSH SIDE -, \ OBJECTS \ . , i _ _ Z EXCEPTION: HANDRAILS N •�'\I L J \ SHALL BE PERMITTED PROTRUDE 4-1/2" TO MAX. 1 I I 1 �� ago < X '� 25") 11" J MIN. ELEVATION KNEE CLEARANCE MAX. PLAN r i 36" MIN. z b r 42" MIN. , � Z Ai N KNEE AND TOE CLEARANCE I ca J=J Lo REDUCED VERTICAL CLEARANC PROTRUDING OBJECTS HINGE APPROACH, 12" (C) PULL SIDE MIN.* HINGE APPROACH, (D) PULL SIDE SCALE: 1/4"=r -O" IACMI-Protruding_ob jects_ICC-01 SCALE: 1/4"=1'-0" IACMI-Knee_toe_clear_ICC-01 . 24" 48" MIN. 24" 20" MAX. >20"-25" MAX. � � ♦ r I /moi , 1 MAX. � MAX. \ * Z r r " I * v 'I 1 1 , v. % 2 2N ,.......= �'! fir— �r— �� N MI 1 / $ Z M CO N M M — -• r7 r.) (*) IF BOTH (**) 48" CLOSER AND LATCH MIN. IF BOTH CLOSER (*) ARE PROVIDED. AND LATCH PROVIDED. 54" LATCH MIN. IF CLOSER F) APPROACH, PULL IS PROVIDED. SIDE P.— *: IiS rall/ilk—� if' CLEAR 1 WIDTH I OF AN ACCESSIBLE ROUTE �I111�`v >• T I110 1 >t�- \ .11W� 1>t�- \ UNOBSTRUCTED FORWARD REACH (A) OBSTRUCTED HIGH FORWARD B) (REACH Z• -00 Z CO �I J 11 -14- - \ • ., \ HINGE APPROACH, PUSH SIDE r i » / Z _ Do /j = I x o m / I I I 1 I 24 IN. _ ,� 1 ill 4 42" E O r—lli MIN. �,. Ii, II _ I� 42" — —.II 0 II 1 L) i MIN. I II _1 136" . ) 1I( �� �,. I' 0 111 MIN. II - - 36" i,. L)�IJ MIN. - I REVIEWED FOR CODE COMPLIANCE L J N `- X� `� M I' ( 1 APPROVED JUL 10 2010 ' City of Tukwila BUILDING DIVISION (*) 48" MIN. IF CLOSER (G) LATCH APPROACH, ,\ IS PROVIDED. PUSH SIDE \ \ \ , 10" MAX. » 10" 0 (A) MAX. (B) > 10"- OBSTRUCTED HIGH SIDE 24" MAX. UNOBSTRUCTED HIGH REACH SIDE REACH / ik.�I` •I`- MAXIMUM REACH DEPTH o,5" (13 mm) 2" (51 m) m 5" (125 mm) 6" (150 mm)m 9" (230 m) 11" (280 mm) (A) X < 180' TURN /" / /» 48 (B) X < 48 180' TURN (EXCEPTION) CLEAR WIDTH AT 180' TURN ' KTAXIMOM REACH HEIGHT 48" (1220 mm) 46'' (1170 mm) 42" (1065 mm) 40" (1015 mm) 36" (915 mm) 34" (865 mm) MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS REACH RANGES CLEAR WIDTH 14/ SCALE: 1/4"=1'-0" IACMI-Reach_range_ICC-01 — SCALE: 1/4"=1'-0" IACMI-Clear_width_ICC-01 Z 0 CO \ ' � I- 1 - 1$" MIN. NOTES: 1. FLOOR 2. CARPET CARPET SHALL SHALL AND GROUND OR CARPET OR CARPET COMPLY HAVE TRIM SURFACES TILE TILE WITH CARPET ON SHALL THE SHALL BE STABLE, BE SECURELY ATTACHED SHALL HAVE A LEVEL LOOP, PILE HEIGHT FIGURE BELOW. ENTIRE LENGTH OF THE FIRM AND SUP RESISTANT. AND SHALL HAVE A FIRM CUSHION, PAD OR BACKING OR NO CUSHION OR PAD. TEXTURED LOOP, LEVEL CUT PILE, LEVEL CUT/UNCUT PILE TEXTURE. PILE HEIGHT EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND EXPOSED EDGE. CARPET EDGE SHALL COMPLY MTh CHANGE IN LEVEL FIGURES BELOW. \ 41_ �03 (A) PULL SIDE C'n ' OF TUKWILA CN XX \ n I I IIS I I �� 1® IN '- \ >g Z \ r 1 Z - 200DOMINANT \ r ' "() :-E_R:1[11U:i4T2.03C:Ell8E R MIN. \ CARPET PILE HEIGHT VERTICAL r CHANGE IN LEVEL A DIRECTION 1 /2" MAX.� OF TRAVEL 03 `t oo d' ,r12 I \\^LLONG DIMENSION (2.- k (B) PUSH SIDE MANEUVERING d '� k (C) PUSH SIDE, DOOR WITH BOTH CLOSER CLEARANCE AT RECESSED DOORS d PROVIDED AND LATCH PERPENDICULAR TO -. i 1 DOMINANT DIRECTION OF TRAVEL �� � : _ . ,- (B) ELONGATED OPENINGS IN FLOOR OR GROUND SPACE BEVELED CHANGE IN LEVEL FLOOR OR GROUND SURFACES & CHANGES IN LEVEL 10 DOORS, DOORWAYS & GATES SCALE: 1/4"=1'-0" IACDR-1 _ICC -01 v.) .IN SCALE: N.T.S. IACMI-Floor_surfacejevel_ICC-01 THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK. EDUCED P I\T 43 ® 03 C..) –6 E � r4 8 CD J cx g fa eu m m k 1-40' • N. rocu REGISTRATION EXP. 03-03-19 UHS REMODEL 0) co LW D cow co W z > O CD z Ct Q CD Q D H CO N CO PA / PM: L CONNOR DRAWN BY: SC JOB NO.: SEA18-6113-00 SHEET A0.3 Mon, 18 Jun 2018 3\00\Architectural\Cad\CD\61 CAUTIO\: IF THIS SHEET IS \OT 30"'x42"• IT IS A EDUCED P GREEN RIVER EXISTING BUILDING 18 EXISTING BUILDING 20 -0- INDUS-FR DAibE- EXISTING::: BUILDING 19 EXISTING I BUILDING 21 J EXISTING BUILDING:' 23 EXISTING BUILDING:: 25 EXISTING BUILDING 22 f EXISTING BUILDING 24 1 EXISTING BUILDING 26 EXISTING BUILDING 28 EXISTING BUILDING 27 SUITE 849 SCOPE OF WORK r =50' • EXISTING BUILDING 29 EXISTING BUILDING. 31 r 1 J BOULEVARD w z \\ • REVIEWED FOR CODE COMPLIANCE APPROVED JUL 10 2018 City of Tukwila BUILDING DIVISION iECFiVED crry OF T UKWILA ,A1 2 3 2018 ANY SITE IMPROVEMENT CONSTRUCTION SHOWN ON THE ARCHITECTURAL DRAWIN ,t 1 IS INTENDED AS INFORMATION TO BE ADDRESSED AND CLARIFIED BETWEEN THE" GENERAL CONTRACTOR AND THE BUILDING LANDLORD AND/OR AFFECTED TENANT. UNLESS OTHERWISE DEVELOPED AND DETAILED SEPARATELY BY A REGISTERED ENGINEER, LANDSCAPE DESIGNER OR OTHER RECOGNIZED SITE DEVELOPMENT PROFESSIONAL, THE ARCHITECT MAKES NO GUARANTEES AS TO THE ACCURACY OF (A) ANY SITE IMPROVEMENTS SHOWN ON ANY ARCHITECTURAL DRAWINGS INCLUDED HERE OR, (B) THE EXISTING SITE CONDITIONS IN THE IMPROVEMENT AREA. 0 25 50 100 250 T CENTER SITE PLAN REFERENCE ONLY Ndik '/ SCALE: 1 "=500'-0 T N 3 Qcri V N E O “inc“ C:24 41< � J 3015 112th avenue NE, suite 205 WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON REGISTRATION 8694 REGI TERED CT DAVI ' UERR STATE OF WASHINGTON EXP. 03-03-19 UHS REMODEL V ) co 00 w V) W 0 Et CO 0 z 0) vi' 00 C\I 00 N GTO N 98188 T U KW I LA, WASH PA / PM: I. CONNOR DRAWN BY: SC JOB NO.: SEA18-6113-00 SHEET A0.4 Mon, 18 Jun 2018 W: \SEA\18\6113\00\Architectural\Cad\CD\61 CAU TI O\ IF THIS SHEET IS \OT 30""x42- IT IS A OFFICE: B 935 S.F. / 100 S.F. PER OCC. TOTAL OCCUPANTS = 10 41141H1111. - WAREHOUSE: S-1 845 S.F. / 500 S.F. PER OCC. TOTAL OCCUPANTS = 2 1/8"=1'-0" 1 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 10 2010 City of Tukwila BUILDING DIVISION OCCUPANCY AND EXIT PLAN 0 4' 8 16' SCALE: 1 /8"=1'-0" OCCUPANCY & EGRESS NOTES SEE SHEET A0.1 & A0.2 FOR ADDITIONAL GENERAL NOTES EXISTING STAIR TO REMAIN. EXISTING TENANT DEMISING WALL TO REMAIN. EXISTING RESTROOM FACILITY TO REMAIN EXIT ACCESS TRAVEL DISTANCE. (1017.2 NON-SPRINKLERED BUILDING) B/BUSINESS 200 FEET MAX. S-1/STORAGE (MODERATE -HAZARD WAREHOUSE) 200 FEET MAX. LEGEND EXIT ACCESS TRAVEL DISTANCE. AREA NOT IN CONTRACT (N.LC.). OCCUPANCY & EXIT LEGEND Hat EXISTING EXIT. I~ I',' L., CITE OF T i.UKWILA JUN 2 5 2013 PERMIT CENTER CEILING -MOUNTED EXIT SIGN W/ BATTERY BACKUP, SHADED QUADRANT INDICATES FACE OF LETTERING, SIGN TO INCLUDE DIRECTIONAL ARROW AS INDICATED. WALL -MOUNTED EXIT SIGN W/ BATTERY BACKUP, SHADED QUADRANT INDICATES FACE OF LETTERING, SIGN TO INCLUDE DIRECTIONAL ARROW AS INDICATED. EXISTING FIRE EXTINGUISHER TO REMAIN J10TE: ADDITIONAL DIRECTIONAL EXIT SIGNS MAY BE REQUIRED PRIOR TO FINAL INSPECTION AND SUBJECT TO BUILDING INSPECTOR. 01941 THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK. 0 H 1- O CO w CO >- 0 z d w 0 r z COLLI 0 w 1- z 0 CIW La- WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. AND COPYRIGHT OF THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY EIUCEI P �I\T s 4 W r Ta 4'‹ o 4- c=4 2 N 'a ctS N J REGISTRATION 8694 REGISTERED CT DAVINA + DUERR STATE OF WASHINGTON EXP. 03-03-19 UHS REMODEL NGTON 98188 T U KW I LA, WASH OCCUPANCY AND EXIT PLAN REMARKS DRAWN BY: SC JOB NO.: SEA18-6113-00 DATE Y fr a 2 w W ISSUED FOR CLIENT REVIEW PERMIT SUBMITTAL DATE 2018-06-06 2018-06-18 PA / PM: I. CONNOR DRAWN BY: SC JOB NO.: SEA18-6113-00 SHEET A1.0 Mon, 18 Jun 2018 CAU TI 0\ IF THIS SHEET IS f\ OT 30-x42"" IT IS A 1/8"=11-0" 0 4' 8' DEMOLITION FLOOR PLAN SCALE: 1 /8"=1'-0" 1/8"=11-0" I}} } 0 4' 8' CONF. ROOM EX. RESTROOM EX. BREAK AREA EX. WAREHOUSE FLOOR AND POWER & SIGNAL PLAN SCALE: 1/8"=1'-0" SEE SHEET A0.1 & A0.2 FOR GENERAL NOTES SEE SHEET A0.3 FOR ACCESSIBILITY NOTES & DETAILS DEMOLITION FLOOR PLAN D1 D2 REMOVE COUNTER TOP OVER LOW HEIGHT WALL AND REMOVE PARTIAL WALL SHOWN AS DASHED. REMOVE CARPET; PREPARE FOR NEW FLOOR FINISH. FLOOR AND POWER NOTE 3 4 5 6 7 PROVIDE B/S DOOR AND HARDWARE TO MATCHING EXISTING. INFILL WALL BETWEEN PARTIAL HT. WALL AND SOFFIT ABOVE TO MATCH EXISTING WALL. ALL FURNITURE TO BE PROVIDED AND INSTALLED BY TENANT. G.C. TO VERIFY LOCATION OF POWER & SIGNAL WITH TENANT BEFORE INSTALLATION. COPY/PRINTER PROVIDED BY CLIENT. PROVIDE POWER. NEW PAINT THROUGHOUT. COLOR TBD. NEW CARPET THROUGHOUT, TBD. DEMOLITION CEILING NOTES D10 EXISTING CEILING GRID & TILES TO REMAIN THROUGHOUT, U.O.N. PATCH & REPAIR GRID AS REQUIRED AND REPLACE DAMAGED TILES AS NEEDED. REFLECTED CEILING NOTES 10 11 12 EXISTING CEILING GRID & TILES TO REMAIN THROUGHOUT, U.O.N. PATCH & REPAIR GRID AS REQUIRED AND REPLACE DAMAGED TILES AS NEEDED. TYPICAL INSTALLATION OF LIGHT SWITCHES AND T—STATS THROUGHOUT, U.O.N., SEE EXISTING SOFFIT TO REMAIN. LEGENDS WALL LEGEND A4.1 EXISTING PARTITION EXISTING PARTITION TO BE REMOVED PARTITION TO UNDERSIDE OF CEILING POWER & SIGNAL LEGEND W: \SEA\18\6113\00\Architectural\Cad\CD\6113_A21.dwg 1/8"=1'-0" }}} 0 4' C.H.= 12'-7 C.H.= 12'-7' DEMOLITION REFLECTED CEILING PLAN 1/8"=1I-0" 0 4' 8' REFLECTED CEILING PLAN SCALE: 1 /8"=1'-0" 1[ ib• IF=cN IlagEN EXISTING DUPLEX RECEPTACLE TO REMAIN EXISTING FOURPLEX RECEPTACLE TO REMAIN EXISTING DATA OUTLET MUD RING TO REMAIN. EXISTING BLANK PLATE TO REMAIN. EXISTING OVER COUNTER DUPLEX RECEPTACLE THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK. SEDUCED P I\T 0 La' 11',1 Iss4 i '1- W "eg:4 .7)°) 4‹ 41:31 cU J N 4' z WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON REVIEWED FOR CODE COMPLIANC APPROVED JUL 10 2018 City of Tukwila BUILDING DIVISION TO REMAIN. NEW 110v. DUPLEX RECEPTACLE, MOUNTED VERTICALLY AT +18" A.F.F., U.O.N. "C" DESIGNATES RECESSED TYPE SOCKET. NEW DEDICATED 110v./20 AMP DUPLEX RECEPTACLE, MOUNTED VERTICALLY AT +18" A.F.F., U.O.N. NEW 220v. DUPLEX RECEPTACLE. MOUNTED VERTICALLY AT +18" A.F.F., U.O.N. NEW 110v. FOURPLEX RECEPTACLE, MOUNTED AT +18" A.F.F., U.O.N. NEW COMBINATION TELEPHONE/DATA OUTLET MUD RING, WALL—MOUNTED AT 18" A.F.F., U.O.N. PROVIDE PULL ROPE TO ABOVE ACCESSIBLE CEILING SPACE. NEW JUNCTION BOX FEED, WALL—MOUNTED AT 18" A.F.F. WITH FLEXIBLE CONNECTION TO PRE—WIRED FURNITURE SYSTEM. SEE ELECTRICAL DRAWINGS. NEW COMBINATION TELEPHONE/DATA FEED, WALL—MOUNTED AT 18" A.F.F. WITH FLEXIBLE CONNECTION TO PRE—WIRED FURNITURE SYSTEM. VERIFY CONNECTION REQUIREMENTS WITH FURNITURE MANUFACTURER PRIOR TO ROUGH—IN. i`fi c• [... �e ._ V bF1v U•, Off -=Y OF TUKWILA JUN 2 5 20$0 PERMIT CENTER CEILING LEGEND EXISTING 2'x4' SUSPENDED CEILING GRID & TILES TO REMAIN EXISTING GYPSUM BOARD CEILING TO REMAIN r----1 EXISTING 2'x4' FLUORESCENT LIGHT FIXTURE TO BE REMOVED — SAVE FOR RELOCATION R EXISTING 2'x4' FLUORESCENT LIGHT FIXTURE TO REMAIN EXISTING 1'x4' PENDANT CHAIN HUNG FLUORESCENT LIGHT FIXTURE TO REMAIN RELOCATED EXISTING 2'x4' FLUORESCENT LIGHT FIXTURE 1 AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. UHS REMODEL 0 co W VJ W 0 ›- F- C/) VJ 0 0) 00 1 10 N 00 COCO T"'" CO O7 z O 0 Q Q DEMOLITION FLOOR PLAN, FLOOR AND POWER & SIGNAL PLAN DEMOLITION REFLECTED CEILING PLAN, REFLECTED CEILING PLAN REMARKS 1 DRAWN BY: SC JOB NO.: SEA18-6113-00 DATE REMARKS ISSUED FOR CLIENT REVIEW PERMIT SUBMITTAL DATE 2018-06-06 co I co O c 0 N PA / PM: I. CONNOR DRAWN BY: SC JOB NO.: SEA18-6113-00 SHEET A2.1 Mon, 18 Jun 2018 W: \SEA\18\6113\00\Architectural\Cad\CD\6113_A41 \6113_A41.dwg CAUTION: IF THIS SHEET IS \OT 30-x42"" IT IS A .EDUCES P THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK. 0 1- O D O w J J 0 z o_ 0 0 r 0 w z 0 0 w L THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY I\T W ® `e LCL' Q v E 0 t" 0 9 g4 aT C J i) REGISTRATION 8694 RE ISTERED AR ys, CT J DAVINA WIW ,, • S Pg RR STATE OF WAS ' NGTON EXP. 03-03-19 UHS REMODEL NGTON 98188 T U KW I LA, WASH PA / PM: 1. CONNOR DRAWN BY: SC WALL TYPE NOTES: 1. INTERIOR GYP. BD. WALLS SHALL CONFORM TO ICC—ESR-1338 2. SEE LIMITING WALL HEIGHT TABLE FOR METAL STUD GAUGE AND SPACING BASED ON WALL HEIGHTS AND STUD SIZES AS NOTED ON EACH WALL TYPE. 3. MAX. STUD SPACING SHALL BE 24". 4. MINIMUM FASTENER SIZE SHALL BE #6 — 1-1/4" SCREWS. 5. MAXIMUM FASTENER SPACING SHALL BE 12" FIELD AND 8" AT EDGES. 6. ALL WALL STUDS TO BE 3-5/8", U.O.N. 7. ALL RESTROOM WALL STUDS TO BE 6" AND FULLY INSULATED, U.O.N. SEA18-6113-00 DECK LINE \X r A BRACE TO STRUCTURE, ALTERNATE SIDES. USE METAL STUDS ® 4'-0" O.C, MATCH © WALL STUD SIZE & GAUGE (3 5/8" 20 GA. MIN.) BEND WEB viiit 111111111111111111 111111111111 4E1111111111111111II1111111111111I & FASTEN TO TOP TRACK. MAX. LENGTH OF BRACE 25'-0" EXISTING �►' SUSPENDED CEILING, ACOUSTICAL SEE RCP WALL TYPE PATTERN f� SCRIBE WALL BOARD TO CEILING GRID AND TRIM NEAT AND TRUE I I (43 ,'. WALL TAG MODIFIERS: 4`, TOP TRACK SECURED TO WALL C2= 2-1/2" METAL STUDS 41- BRACE W/ (2) #8 SHEET METAL ; SCREWS C3= 3-5/8" METAL STUDS C4= 4" METAL STUDSFLOOR BOTTOM TRACK FASTENED TO © 16"O.C. MAX. C6= 6" METAL STUDS C8= 8" METAL STUDSArk ;444) . WALL WHERE OCCURS, 5/8" GYPSUM v BOARD EACH SIDE OVER METAL STUDS, i� SEE FINISH ANS SEE METAL STUD .— � P4; 1 ACOUSTICAL SEALANT TABLE FOR SPACING . ,•+ FLOOR LINE LARR # 25889 WALL TYPE -C- \ WALL TO UNDERSIDE OF CEILING �r� SCALE: 1-1/2"= ' IWAMT—WaII_type_C-01 ��✓ . DESIGN BUILD METAL STUD: 1. STEEL STUDS AND RUNNERS: MINIMUM BASE—METAL THICKNESS: a. 25 GAGE UNLESS INDICATED OTHERWISE ON DRAWINGS OR BELOW: 1) INTERIOR METAL STUD/GYPSUM BOARD ASSEMBLIES, TYPICAL LOCATIONS: WITHSTAND LATERAL LOADING (AIR PRESSURE) OF 5 PSF WITH DEFLECTION LIMIT NOT MORE THAN L/240 OF PARTITION HEIGHT. 2) INTERIOR METAL STUD/GYPSUM BOARD ASSEMBLIES AT LOCATIONS WITH CERAMIC TILE OR OTHER HARD SURFACE FINISHES: WITHSTAND TYPICAL LATERAL LOADING (AIR PRESSURE) WITH DEFLECTION LIMIT NOT MORE THAN L/360 OF PARTITION HEIGHT, MINIMUM 20 GAGE STUDS AT 16" ON CENTER 3) WHERE WALL MOUNTED EQUIPMENT, WOODWORK, AND CASEWORK ITEMS ARE INDICATED OR ELSEWHERE AS SHOWN ON DRAWINGS, PROVIDE MINIMUM 16 GAGE STUDS. 4) AT PARTITIONS SCHEDULED TO RECEIVE TILE BACKING PANELS OR CERAMIC TILE FINISH, PROVIDE MINIMUM 22 GAGE STUDS. 5) AT JAMBS OF OPENINGS PROVIDE TWO MINIMUM 20 GAGE STUDS. 6) CEILINGS: AT CEILINGS USING MOLD—MILDEW RESISTANT GYPSUM, FRAMING TO BE 16 INCHES O.C. FOR 5/8" GYPSUM. 7) REFER TO DIVISION 5 FOR COLD FORMED STUD FRAMING WHICH IS EXPOSED TO WIND LOADS AND FOR STUDS CARRYING HEAVY VERTICAL LOADS (STONE TILE THICKER THAN 3/4 INCH, ETC) b. WHERE PARTITION HEIGHTS EXCEED STUD MANUFACTURER'S RECOMMENDED SPANS, PROVIDE STRUCTURAL CALCULATIONS. DESIGN BUILD METAL STUD 7} WOOD ROOF/FLOOR DECK PURLINS OR 2x BLOCKING TO DECK SUPPORTS rsr �� WWTTACHED ITH HANGERS � . WOOD SCREWS ®16 O.C. MAX. ICC—ESR-2236 1-1 2"x4" 12 GA. ANGLE� CLIP. MATCH .BRACE/STRUT B CE 0.WIDTH ATC �` ( / SCREWS TYP. \ \ \\ \ \ \ \ METAL DIAGONAL BRACE AS SHOWN ON WALL TYPE \ WALL SWAY BRACE - 2 SCALE: 3"=1'-0" IWAMT—Dia_brc_hd_wd-01 SCALE: N.S.C. IWAMT—Design_Build—Metal_Stud MEMBER DEPTH: FLANGE WIDTH: I `� I ' '. �••'..Ilk :•=: . . ._.: `�.- ` . . „ dill • D , :.; ' - ' - ... BOTTOM TRACK WITH POWER -DRIVEN FASTENERS AT 16"0.C. MAX. ICC—ESR-1752 LARR # 22668 #10 SCREWS (TYP.) ACOUSTICAL SEALANT 1 5/8" 1.625" X (EXAMPLE: 6" =600 X 1/100 INCHES) (EXAMPLE: = -162 ALL MEMEBER DEPTHS ARE TAKEN IN 1/100 1/100 INCHES) ALL FLANGE WIDTHS INCHES. FOR ALL "T" SECTIONS MEMBER ARE TAKEN IN 1/100 INCHES.:: DEPTH IS THE INSIDE DIMENSION. 0 STYLE: *-c) 162 - 54 MATERIAL THICKNESS: STUD OR JOIST SECTION S) (EXAMPLE: 0.054 IN. = 54 MILS; 1 MIL =1/1000 (EXAMPLE: = THE FOUR ALPHA CHARACTERS UTILIZED BY IN.) MATERIAL THICKNESS IS THE MINIMUM BASE THE DESIGNATOR SYSTEM ARE: METAL THICKNESS IN MILS. MINIMUM BASE METAL THICKNESS REPRESENTS 95% OF THE DESIGN S= STUD OR JOIST, T = TRACK, u = CHANNEL, THICKNESS. F = FURRING INTERIOR NON-STRUCTURAL NON -COMPOSITE: USE FOR FURRING PURPOSES ONLY, U.O.N. (S) STUD MEMBER SPACING (IN.) O.C. 5 PSF L/240 (S) STUD MEMBER SPACING (IN.) O.C. 5 PSF L/240 STIFFENERS ARE REQUIRED AT ENDS 250S125-18 12" 10'-6" 400S125-43 12" 20'-9" 250S125-18 16" 9'-7" 400S125-43 16" 18'-10" 250S125-18 24" 8'-3" 400S125-43 24" 16'-5" "V6, -0'.4i/ ,-„, ; /jj / i,/// // j ,-,/,-/,7 sirfl,7 1/2/, -„//,ii/ ;,/7 ,,, . ,,,///,/j/: ii,ii„/i,,/ ���, „,,,,,„„„,,,/,/,„„„t 3 ////�//�/ f ;,,, � // /<r/ f ,,,,/, /i/ „ice 20- ii /i /4 7,,, i�i(5 .. i” 41/ / SA' // . ' CONCRETE FLOOR /Z /� ''''/ / 25'OS; 2 , ,, , /»' // i//, , / Y,/-7,,, i ;/� . , Y/,%, 1/%' ii// %i , OS /, „„ % a //' ////i »F/ ' / %�/ //j /ir//'* ` !�/� i,„ , I ` _.. • WALL \ V• . BASE FULL HEIGHT NON—RATED WALLj 250S125-43 12” 14'-4” 400S125-68 (50 KSI) 12" 23'-8" 250S125-43 16" 13'-0" 400S125-68 (50 KSI) 16" 21'-6" 250S125-43 24" 11'-5" 400S125-68 (50 KSI) 24" 18'-10" „„% ,. ///2 � m /ii„�,i //�i< / /�///iii� �'/�� %� i�/flyi �//, ce///ji /7/7.: /,i�,//,/, /%/ /(i���i� �/�4 ���i' :ATES THAT WEB STIFFENERS ARE REQUIRED AT ALL 0 INDICATES THAT DORT POINTS AND CONCENTRATED LOADS /62i/„/i, % ' ,, /W/ / /2 G ��!-.—////2 /-,2,;,-;,/ i ;////, / /4_,i/ x. ,�% //;'/%i,,///////% ,,/ SCALE: 3"=1'-0” IWAMT—Base_typ-01 3 146,2'ir 15%// j�////4/",/, viii , ,,,i, „ ri //r j%i % i/% � � 600S1 25-33 12" 26'-2" NOTE: METAL BLOCKING BETWEEN STUDS TO MOUNT LIGHT SWITCH/SENSOR & THERMOSTAT AT DIMENSION INDICATED 362S125-33 12" 17'-7" 600S125-33 16" 23'-9" 362S125-33 16" 16'-0" 600S125-33 24" 20'-6" 3625125-33 24 " 14'-0" y�;;,,,,,,i//�j //4-,/, /, ��/ /, ,;r/ ;/PROVIDE -, ��j �7/7/09/,/ 404,4743 � 1 4/�//,,,///,,4V ”//0/,-4//C10, / U/ r/ 6% 2 �/�'/r/ / /4 .i`fr ��� i, �i V r,�� 'iuy277, i U A % i` ' /////////,/%/./,' / i i4�/ ///i //j/ jj/i, / , _,/4,,,,,-,.;/ //)i/ ,� 600S125-54 (50 KSI) 12" 30'-9" 362S125-54 (50 KSI) 12" 20'-6" 6005125-54 (50 KSI) 16" 27'-11" 362S125-54 (50 KSI) 16" 18'-7" 600S125-54 (50 KSI) 24" 24'-5" / 6" DOOR HANDLE 362S125-54 (50 KSI) „ 24 „ 16 —3 i�i�,,,��i , /,,,,///i�ce,/r ' � 1/4 , 0//1 1 / / /„/ / , ��1 %% / ,'//' ,�i/ � '� < LIGHT SWITCH/SENSOR 'S I:fid ,/ ,i %%! l7% /b /"# // ///` 1 )//4/,60/( / THERMOSTAT ./(S14/, /� �Y U� „ j�jj///��jj�j///�/� i ,i///. E,§00110101 j�//j .//iii/,,.i \ \ o4 /, 2 /17� //,���64 /7//4 i it /,/, 800S125-43 12”36'-1" 400S125 -18x 12" 14'-9" 0 800S125-43 16" 32'-9" 4005125-18x 16" 12'-10"0 800S125-43 24" 28'-8" 444,00�0S,1r!25-18 x 24 10 -5 1Oq, 1% ;,/i §1i j�'/ jk$ /* /";/, , � LT. SWITCH / T -STAT INSTALLATION 0 ///#1 %moi / --- , �/ / /,/,,, 2 T,,/ }/ ; ; ' %//,. ;/i/ / ,W6#0,4/3�� .' i`1` /7 800S125-68 (50 KSI) 12" 41'-11" NOTE: ALL STUD INFORMATION IS BASED ON: 800S125-68 (50 KSI) 16" 38'-1" z STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) 800S125-68 (50 KSI) 24" 33'-4" x ICC ESR -3064P LIMITING WALL HEIGHT TABLE -L/240 SCALE: 3/8"=1'—O" IMIMI—Light_switch_T_stat-02 SCALE: NONE IWAMT-Height_table—L 240—SSMA v REVIEWED FOR CODE COMPLIANCE . , APPROVED Il ll 10 2018' 1• City of Tukwila BUILDING DIVISION _ v Hi") _ y Y OF T UUK`JIL A JUW2b" 2013 ?EPIVMIT CENTER IN B .. 01 14 THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK. 0 1- O D O w J J 0 z o_ 0 0 r 0 w z 0 0 w L THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY I\T W ® `e LCL' Q v E 0 t" 0 9 g4 aT C J i) REGISTRATION 8694 RE ISTERED AR ys, CT J DAVINA WIW ,, • S Pg RR STATE OF WAS ' NGTON EXP. 03-03-19 UHS REMODEL NGTON 98188 T U KW I LA, WASH PA / PM: 1. CONNOR DRAWN BY: SC JOB NO.: SEA18-6113-00 SHEET A4.1 Mon, 18 Jun 2018