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Permit D19-0230 - UNIVERSITY OF PHOENIX - ADD PARTITIONS & DOORS AND RELOCATE LED LIGHT FIXTURES
UNIVERSITY OF PHOENIX 6840 FORT DENT WAY 250 D19-0230 Parcel No: Address: ��^�xx °~� Tukwila v�U=� v�n n U�m^ww�oa Department of Community Development 63O0SnuthcenterBoulevard, Suite #1O0 Tukwila, Washington g818O Phone: 206'431'3670 Inspection Request Line: 3V6'43O'93S0 Web site; http://www.TukwilaWA.gov DEVELOPMENT PERMIT 2954900425 6840 FORT DENT WAY 250 Project Name: UNIVERSITY 0FPHOENIX Permit Number: D19-0230 Issue Date: 7/31/2029 Permit Expires On: 1/27/2020 Contact Person: Name Contractor: License No: Lender: Name: 283582NDAV5E #S-1,k4[R[ER ISLAND, WA, 98040 REBECCA DAVIDSON 28358INDAVE SE, 5TE3OO,MERCER ISLAND, WA, 98040 Phone: (206) 669- 773 DPINC GENERAL CONTRACTORS Phone: (206)361-2989 1993bBALUNGERWAY NE, 5EATTLE' WA, 98155 DPINCGCO66BU Expiration Date: 1/31/2020 JOHN[RADOV[MDEV[U Z8358ZNDAVSE#5'l^MERCER ISLAND, WA, 98040 DESCRIPTION OF WORK: INTERIOR TENANT IMPROVEMENT. CONSTRUCTION OF PARTITIONS AND DOORS. RELOCATION OF EXISTING LED LIGHT FIXTURES. NO STRUCTURAL WORK AND NO CORE ALTERATION. Project Valuation: $75,00800 Type ofFire Protection: Sprinklers: YES Fire Alarm: YES Type ufConstruction: VO Electrical Service Provided by: TUKWILA Fees Collected: $2,255.07 Occupancy per IBC: B Water District: TUKVV|LA Sewer District: TUKWILA Current Codes adopted bythe City ofTukwila: 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: VV4Cities Electrical Code: VVAC2964DB, WA State Energy Code: 2017 20172017 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: Permit Center Authorized Signa Volumes: Cut: 0 Fill: 0 Number: 0 No e: /zM ,t"i!' ", Date: 7 3 LI / 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 perm; Lagree to the rc ditiorTsJttached to this permit. Signature: ��� "f�/�/.����/},, Date: Print Name: `' J This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 5: 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. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: 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. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 11: 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. 12: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 16: 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) 13: 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) 14: 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) 15: 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: 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) 18: 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) 19: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 20: 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) 24: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 22: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 21: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436), 25: 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 42437. 26: All new fire alarm systems or modifications to existing systems shall have the writtenappnova|ofThe Tukwila Fire Prevention Bureau. Nnwork shall commence until afire department permit has been obtained. (City Ordinance #Z437) (|FC9Ul.2) 27: Maintain fire alarm system audible/visual notification. Addition/relocation ofwalls orpartitions may require relocation and/or addition ofaudib|e/visua| notification devices. (City Ordinance #Z437) 28: An electrical permit from the City of TukwiJa Building Department Permit Center (206-431-3670) is required for this project. 39: 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. JO: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. 23: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436and #2437) 31: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval ofsuch condition orviolation. 32: These plans were reviewed byInspector 5l1. |fyou have any questions, please call Tukwila Fire Prevention Bureau at(ZOG)57S~44U7. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206)438-9350 1700 DU|LD|N8F|NAL** I400 FIRE FINAL 0409 FRAMING 0502 LATH/GYPSUM BOARD CITY OF TUIOrriA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. 1)1 Project No. Date Application Accepted: Date Application Expires: (For office use only) 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: King Co Assessor's Tax No.: 295490-0425 6840 Fort Dent Way, Tukwila, WA 98168 Suite Number: 250 Floor: 2 Tenant Name: University of Phoenix PROPERTY OWNER (Building Representative) Name: John C Radovich Development Address: 2835 82nd Ave SE City: Mercer Island State: WA Zip: 98040 CONTACT PERSON — person receiving all project communication Name: Rebecca Davidson Address: 2835 82nd Ave SE, S-1 City: Mercer Island State: WA Zip: 98040 Phone: (206) 267-6060 Fax: (206) 267-6061 Email: rebecca@jcrdevco.com GENERAL CONTRACTOR INFORMATION Company Name: DP Incorporated General Contractors Address: 19936 Ballinger Way NE City: Seattle State: WA Zip: 98155 Phonc: (206) 361-2989 Fax: Contr Reg No.: DPINCGC066BU Exp Date: 01/31/2020 Tukwila Business License No.: BUS-0994280 New Tenant: j1 Yes I] .. No ARCHITECT OF RECORD Company Name: NELSON Architect Name: Adam Segalla Address: 1200 5th Ave, Suite 1300 City: Seattle State: WA Zip: 98101 Phone: (206) 408-8518 Fax: Email: ASegalla@nelsonww.com ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: John C Radovich Development Address: 2835 82nd Ave SE City: Mercer Island State: WA zip: 98040 H: Applications Forms -Applications On Line 2011 Applications Permit Application Revised - 8-9-11.docx • Revised: August 2011 bh Page I of 4 Valuation of Project (contractor's bid price): $ 75,000 Describe the scope of work (please provide detailed information): Interior tenant improvement demising a new office suite on the 2nd floor to include: - Construction of partitions and doors - Relocation of existing LED light fixtures - No structural work and no core alteration Will there be new rack storage? EI Yes Existing Building Valuation: $ V.. No If yes, a separate permit and plan submittal will be required. L Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 15` Floor 0 2"d Floor 19,933 1,466 0 0 V-B B 3rd Floor 0 Floors thru 0 Basement 0 • Accessory Structure* 0 Attached Garage 0 Detached Garage 0 Attached Carport 0 Detached Carport 0 Covered Deck 0 Uncovered Deck 0 PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? Ej Yes „ ..... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: IZ Sprinklers Automatic Fire Alarm __None Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? LJ Yes El 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 1=1 .......On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Applications Forms -Applications On Line 2011 Applications Permit Application Revised - 8-9-1 t Ltocx Revised: August 201 bh Page 2 of 4 Scope of Work (please provide detailed information): Provide new cold water line Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District 0 ...Tukwila El ...Water District #125 Elil...Water Availability Provided Sewer District 0 ...Tukwila D ...Sewer Use Certificate Highline El...Valley View E.. Renton 0...Sewer Availability Provided .. Renton .. Seattle Septic System: 0 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") D ...Technical Information Report (Storm Drainage) El ...Bond .. Insurance El .. Easernent(s) Proposed Activities (mark boxes that applv): 0 ...Right-of-way Use - Nonprofit for less than 72 hours ...Right-of-way Use - No Disturbance D ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ...Total Cut 0 ...Total Fill cubic yards cubic yards El ...Sanitary Side Sewer El ...Cap or Remove Utilities [I] ...Frontage Improvements D ...Traffic Control ..• .Backflow Prevention - Fire Protection Irrigation Domestic Water ..• .Permanent Water Meter Size... ..▪ .Temporary Water Meter Size .. ..• .Water Only Meter Size 0 ...Sewer Main Extension Public D ...Water Main Extension Public El Geotechnical Report .. Maintenance Agreement(s) El ...Traffic Impact Analysis ...Hold Harmless — (SAO) Di...Hold Harmless — (ROW) .. Right-of-way Use - Profit for less than 72 hours El .. Right-of-way Use — Potential Disturbance .. Work in Flood Zone LJ .. Storm Drainage . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line I I WO # WO # WO # Private El Private 0 .. • Grease Interceptor El Channelization .. • Trench Excavation 0 .. Utility Undergrounding El ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line 0 ...Water 0...Sewer Monthly Service Billing to: Number of Public Fire Hydrant(s) 0 ...Sewage Treatment Name: Day Telephone. Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day 'Telephone: City State Zip H: Applications Forins-Applications On Line 2011 Applications Permit Application Revised - 8-9-1 I .docx Revised: August 2011 bh Page 3 of 4 T 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 0 Signatu Date: 07/11/2019 Print Name: Day Telephone: (206) 267-6060 Mailing Address: 2385 82nd Ave SE, S-1 Mercer Island WA 98040 Zip City State H: Applications Forms -Applications On Line 2011 Applications Permit Application Revised - 8-9.,11.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT PermitTRAK QUANTITY PAID $2,255.07 D19-0230 Address: 6840 FORT DENT WAY 250 Apn: 2954900425 $2,255.07 Credit Card Fee $65.68 Credit Card Fee R000.369.908.00.00 0.00 $65.68 DEVELOPMENT $2,125.73 PERMIT FEE R000.322.100.00.00 0.00 $1,273.17 PLAN CHECK FEE R000.345.830.00.00 0,00 $827.56 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $63.66 TECHNOLOGY FEE R000.322.900.04.00 TOTAL FEES PAID BY RECEIPT: R18129 0.00 $63.66 $2,255.07 Date Paid: Tuesday, July 16, 2019 Paid By: REBECCA DAVIDSON Pay Method: CREDIT CARD 30079G Printed: Tuesday, July 16, 2019 12:36 PM 1 of 1 $YST/ C) 0 CO CITY OF TVKWILu 0017340000802374404500 Date: 07/16/2019 12:35:22 PM CREDIT CARD SALE VISA CARD NUMBER: **********8337 K TRAN AMOUNT: $2,255.07 APPROVAL [D: 30079G RECORD w: 080 CLERK ID: nacnelle X {[xnV*0LDEx'5 SIGNATURE) I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy CO TUKWILA ETR4KIT 6200 S0UTH[ENTER BLVD TUKWILA^ W4 98188 286'433'1870 CITY OF TUKWIL4 Date: 07/16/2019 12:35:22 PM CREDIT CARD SALE VISA CARD NUMBER: **********8337 K TnAN AMOUNT: $2'255.07 APPROVAL [0: 30879G RECORD #: 000 CLERK ID: Rachelle Thank you! Customer Copy INSPECTION RECORD Retain a copy with permit NSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.. #100, Tukwila. WA 98188 (206) 4313670 Permit Inspection Request Line (206) 438-9350 Project : t4'/vd4srry ev07:170EFNIX Type of Inspe on: SOl 1-1)1 NG Fi N /f-1._ Add ess. Date Called: Special Instructions: i Date Wanted: a.m. Requester: Phone No: Phone P-• -o8et 7 .2*C)42 Approved per applicable codes. 1 1 Corrections required prior to approval. COMMENTS: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: A. Typ 6 nspection: XV/ LIMPIG Mitilt A dress: Date Called: /c:VC*7-- Special Instructions: /49 4-ni Date Wanted: cr z(iisci a.m. p.m. R.equester: $4:575 Phone No: .2.042 e/7-0587 []Approved per applicable codes. 1 1 Corrections required prior to approval. COMMENTS: L Inspector: Date: it? REINSPECTJON FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: b/Al d,Cr/'Qc5/71 4 /931,zzai Type of Inspection: Address:D C 5e), gr 4607 ' RPJc� aCalled: to Special Instructions: /Wf "1/1 Date Wanted: a.m. p.m. Requester: .� 1 t t p, v M Phone No: .-C)te. 97 "~ 4c8 '7 Approved per applicable codes. !COMMENTS: Corrections required prior to approval. AIM:Ds/4o r-gittin inspector: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Calk to schedule reinspection. Lighting Summary LTG -SUM 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised Nov 2017 Project Info Compliance forms do not require a password to use. Instructional and calculating cells are wite- protected. Project Title: UNIVERSITY OF PHOENIX Date 7/8/2 01 9 Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. For Building Department Use Company Name: NELSON Company Address: 1200 5TH AVENUE, SUITE 1300, SEATTLE, WA Applicant Name: KATIE MATHWEG Applicant Phone: 206-408-8537 Applicant Email: KMATHWEG@NELSONWW.COM Project Description 0 No Lighting Scope with lighting compliance forms. • New Building • Addition I Alteration Include PROJ-SUM form (included in envelope forms workbook) Interior Lighting System Description 0 Interior Lighting Plans Included REVIEWED FOR CODE COMPLIANCE APPROVED %. •• . .„.. . JUL 30 2019 4 . ,': .._:::, ,:'f.' , .„ City of Tukwila BUILDING DIVISION Interior Lighting Power Allowance Method 0 Building Area Method Select method used in project. Interior Lighting Controls Exception 5 Luminaire Level Controls (LLLC) interior lighting power shall comply vith ,.._ • All C405.2.1 - C405.2.8 Lighting Controls El C405.2 Lighting • Additional Efficiency Package Option C406.4 Enhanced Digital Lighting To comply with C406.4, no less than 90% of the total installed required controls per C406.4. Dwelling Unit Interior Lighting Permanently installed interior lighting fixtures in duelling units comply uith: •No Dwelling 0 C405.2 thru C405.5 Commercial Lighting Controls and LPA Units 0 C406.3 High Efficacy Lighting 0 R404.1 Residential High Efficacy Lighting. Duelling unit lighting complies wth WSEC Residential provisions in lieu of WSEC Commercial provisions. Exterior Lighting System Description 0 Exterior Lighting Plans Included RECEIVED CITY OF TUKWILA,. JUL I 6 2019 PERMIT CENTER Building Additions Refer to Section C502.2.6 for additional requirements. Compliance Method Interior lighting Exterior lighting Lighting systems in addition area comply with all applicable provisions as a stand alone new construction project Lighting systems in addition are combined with existing building lighting systems to demonstrate compliance 0 0 Addition Is combined with existing: For interior lighting projects, include new + existing -to -remain interior lighting fixture wattage in Proposed Lighting Wattage table in LTG-INT-BLD or LTG-INT-SPACE form. For exterior lighting projects, include new + existing -to -remain exterior lighting fixture wattage in Proposed Tradable and Proposed Non -Tradable Lighting Wattage tables in LTG-EXT form. 130 Lighting Summary, cont. LTG -SUM 2015 Washington State EnergyCode Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised Nov 2017 Project Title: UNIVERSITY OF PHOENIX Date 7/8/2019 Change of Space Use a Existing interior lighting systems in areas under -going a change in space use are upgraded to comply with LPAs for the new space types per Tables C405.4.2(1) or C405.4.2(2). Identify interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage table in LTG-INT-BLD or LTG-INT-SPAcE form. Interior and Exterior Lighting Alterations Select all Lighting Pouter and Lighting Control elements that apply to the scope of the retrofit project. If project includes a combination of spaces ',there less than 50% of the existing fixtures are replaced in some spaces, and 50% or more of the fixtures are replaced in others, then provide separate lighting pot4er compliance forms for the No retrofit conditions. Spaces undergoing the same type of retrofit may be combined into one lighting pouter compliance form. Refer to Section C503.6 for additional requirements. All alteration lighting controls shall be commissioned per C408.3. 0 No changes are being made to the interior or exterior lighting systems and existing space uses and configuration are not changed. Lighting Power Interior lighting Parking garage Exterior lighting 50% or more of existing are replaced 0 0 0 Less than 50% of existing are replaced 0 • IN Lamp and/or ballast replacement only - existing total wattage not increased 0 0 0 50% or more replaced - Total lighting pouter of new + exiseng-to-remain fixtures shall comply Wth total LPA per Sections C405.4.2 and C405.5.2. Include new + existing -to -remain fixtures in Proposed Lighting Wattage table in LTG-INT-BLD, LTG-INT-SPACE or LTG-EXT form. Less than 50% replaced - Total lighting pouter of new + existing -to -remain fixtures shall not exceed the total lighting pouter prior to alteration. Include new + existing -to -remain fixtures in the Proposed Lighting Wattage table in LTG-INT-BLD, LTG-INT-SPACE or LTG-EXT form. 50% threshold applies to number of luminaires for interior spaces and parking garages, and total installed Kettage for exterior luminaires. Lighting Controls Interior lighting Parking garage Exterior lighting New wiring installed to serve added fixtures and/or fixtures relocated to new circuit(s) 0 0 il New or moved lighting panel 0 0 • Interior space is reconfigured - luminaires unchanged or relocated 0 New wiring or circuit -.For interior lighting, provide required manual controls per C405.2.3, occupancy sensor controls per C405.2.1, daylight responsive controls per C405.2.4 and application specific lighting controls per C405.2.5. For exterior lighting, provide required controls per C405.2.7. New or moved panel - Provide all applicable lighting controls as noted for New Wiring and automatic time switch controls per C405.2.2. Reconfigured interior space - Provide all required lighting controls that apply to a new interior space. Application specific lighting control provisions per C405.2.5 do not apply to reconfigured Interior Lighting - Space -By -Space Method LTG-1NT-SPACE 2015 Washington State Energy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised Nov 2017 Project TItle: UNIVERSITY OF PHOENIX Date 7/8/2019 Calculation Area NOTE 9 0 New Construction 0 Addition - 0 Addition 0 Spaces where < 50°/0 of 0 Spaces where a 50% of 0 Spaces where the Use For Building Department Use LPA Calculation Type 0 Standard . Additional Efficiency Package Option C406.3 Reduced Interior Lighting To comply with C406.3, the Proposed LPD shall be 25% lower than the Target LPA. Refer to C406.3 for additional requirements. User Note Maximum Allowed Lighting Wattage' Location (plan #, room #) Space Type Ceiling Height NOTE 2 Gross Interior Area in ft2 Allowed Watts per ft2 Watts Allowed (watts/ft2 x area) 200 Office: Open plan 8'-9" 109 0 .780 85 201 Office: Enclosed 8.-9" 114 0 .890 101 202 Office: Enclosed 8'-9" 213 0 .890 190 203 Office: Enclosed 8 ' -9" 150 0 . 890 134 204 Office: Enclosed 8.-9" 815 0 . 890 725 Lobby ArVExhibit Display Allowance from LTG-INT-DISPLAY t4°TE 8 Total Area Retail Display 1401 LTG-INT-DISPLAY Allowed Watts Alowance from 1235 Proposed Lighting Wattage Location (plan #, room #) Fixture Description NOTE4, 5' 6 Number of Fixtures Watts/ Fixture NurE 7 Watts Proposed 2X4 16 32 512 Proposed Retail Disp ay Lighting from LTG-INT-DISPLAY Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 512 Interior Lighting Power Allowance COMPLIES WITH C406.3 Note 1 - List all unique space types per Table C405.4.2(2) that occur in the project scope. Select space type category from drop down menu. Note 2 - Indicate ceiling height for atriums and spaces utilizing the ceiling height adjustment per Table C405.4.2(2), Footnotes d thru f. Note 3 - List all proposed lighting fixtures including exempt lighting equipment and existing -to -remain fixtures. Note 4 - For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. Note 5 - For lighting equipment eligible for exemption per C405.4.1, note exception number and leave Watts/Fixture blank Note 6 - Existing -to -remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures. Identify as existing in fixture description. Note 7 - For proposed Watts/Fixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For luminaires with screw -in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low voltage lighting, enter the wattage of the transformer. For line voltage track/buswey systems, enter the larger of the attached luminaire wattage or 50 wattsfiineal foot, or enter the wattage limit of permanent current limiting device. Note 8 - Lobby Art/Exhibit Display Allowance is independent of the Maximum Allowed Lighting Wattage. Enter all proposed lobby art/exhibit display fixtures in LTG-INT-DISPLAY form only. Note 9 - Calculation Area Details: a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing building lighting systems to dethonstrate compliance, Refer to C502.1. b. For alterations and building additions, provide Space Types and gross interior areas in the Maximum Allowed Lighting Wattage table. If building addition will comply as combined with the overall existing building lighting systems, include all applicable existing Space Types and cross interior areas. a 9ERM1T COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0230 DATE: 07/16/19 PROJECT NAME: UNIVERSITY OF PHOENIX SITE ADDRESS: 6840 FORT DENT WAY 250 X Original Plan Submittal Response to Correction etter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division k s Fire Prevention Structural r g t(Plit Planning Division Permit Coordinator 111 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 07/18/19 Structural Review Required REVIEWER'S INITIALS: DATE: C APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) DUE DATE: 08/15/19 Approved with Conditions Ej Denied (ie: Zoning Issues Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg D Fire EJ Ping PW 0 Staff Initials: 12/18/2013 D P INC GENERAL CONTRACT Home Espanol Contact. Search L&I Page 1 of 2 SEARCH Safety & Health Claims & Insurance 45 Washington State Department of Labor & Industries A-Z iiidex Help My L&I Workplace Rights Trades & Licensing D P INC GENERAL CONTRACTORS Owner or tradesperson Principals DODSON, VVILLIAM, PRESIDENT Doing business as D P INC GENERAL CONTRACTORS WA UBI No. 601 515 833 19936 BALLINGER WAY NE SEATTLE, WA 98155 206-361-2989 KING County Business type Corporation Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent Not allowed to have apprentices. License Verify the contractors active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. DPINCGC066BU Effective — expiration 01/31/1994— 01/31/2020 Bond Active. Meets current requirements. Merchants Bonding Co (Mutual) $12,000.00 Bond account no. WA28622 Received by L&I Effective date 12/27/2012 01/31/2013 Expiration date Until Canceled Bond history Insurance .... Continental Western Ins Co $1,000,000.00 Policy no. CPA6015605 Received by L&I Effective date 08/21/2018 09/15/2016 Expiration date 09/15/2019 Insurance history Help us improve https://secureini.wa.gov/verify/Detail.aspx?UBI=601515833&LIC—DPINCGC066BU&SAW= 7/30/2019 D P INC GENERAL CONTRACT Savings No savings accounts during the previous 6 'erod. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Public Works Requirements Workplace safety and health Page 2 of 2 © Washington Slate Dept. of Labor & Industries. Use of this site is subject to the laws of the stale of Washington. Help us improve https://securelni.wa.gov/verify/Detail.aspx?UBI-601515833&LIC=DPINCGC066BU&SAW= 7/30/2019 < O uh 4 Pe T <. a FLOOR, : FORT BUILDING k x 6840 FORT T WAY, Im TUKWILA, ' 1 u i e � ` LOCATION MAP AN-0 NOT TO SCALE FORT DENT II ...... ....:::::r :•..�\ 11 III Now SITE MAP AN-0 NOT TO SCALE PROJECT TRUE NORTH NORTH BUILDING INFORMATION SITE ADDRESS: 6840 FORT DENT WAY, TUKWILA, WA 98168 PARCEL NUMBER: 295490-0425- LEGAL DESCRIPTION: GUNDAKERS INTERURBAN ADD PARCEL I TGW POR OF PARCEL 2 DAF- BEG MOST WLY CDR OF PARCEL i TH N 63-35-49 E 237.32 FT TH S 26-24-11 E 227.32 FT TO COMMON CDR BTW PARCELS 1 & 2 TH N 63-35-49 E 252.25 FT TH N 26-24-11 W 77.65 FT TH N 56-15-11 W 234.09 FT TH N 31-12-43 W 82.39 FT TO INTSN WITH SELY LN OF TRACT CONVEYED TO CITY OF TUKWILA RECORDING NO 7808230299 TH S 58-47-17 W 102.77 FT TH S 55-39-53 W 63.16 FT TH S 48-39-58 W 55.63 FT TH S 39-21-15 W 88.24 FT TH S 30-04-58 W 85.21 FT TO MOST WLY CDR OF PARCEL 2 TH S 37-36-40 E 20.92 FT TO POB - OF CITY OF TUKWILA SHORT PLAT NO 79-7-SS RECORDING NO 7908210370 SO SHORT PLAT BEING A FOR OF GUNDAKERS INTERURBAN ADD IN THE SW 1/4 OF NW 1/4 OF SECTION 24-23-04 --- AS PER CITY OF TUKWILA BDRY LINE AD) NO 90-2-BLA RECORDING NO 9008151101 ZONING: RCM BUILDING DESCRIPTION: THREE-STORY OFFICE BUILDING WITH SURFACE PARKING LOT DATE OF CONSTRUCTION: 1987 CONSTRUCTION TYPE: V-B IRE FO FIRE PROTECTION: FULLY SPRINKLERED ical al NUMBER OF STORIES: 3 ng zaf-T�a- BUILDING TOTAL AREA: BUILjgR4GMIT ±59,450 SF (NO CHANGES) ping tlal... NELSOK Nelco Architecture, Inc. 1200 Fifth Ave., Suite 1300 Seattle, WA 98101 (206)408-8500 www.nelsonworldwide.com FILE COPY Permit No. Plan review approval is sublecCt1 errors and nlsslons. Approval of construction documents e not au... the BiBuRin of any Iri._d ern. PROJECT DESCRIPTION TENANT IMPROVEMENT ON THE SECOND FLOOR OF AN EXISTING FOR LIANCEDEMOLITION OFFICE SUITE TO INCLUDE: OF PARTITIONS AND DOORS VEDCONSTRUCTION OF PARTITIONS AND DOORSRELOCATION OF LIGHT FIXTURES EREVIEWED 2019)(,oNO STRUCTURAL WORK OR ALTERATION OF COREMECHANICAL, PLUMBING,ELECTRICAL, FIRE PROTECTION AND LIFE SAFETY ALTERATIONS ARE BY OTHERS, UNDER SEPARATE PERMITS BY DESIGN BUILD kwilaCONTRACTORS - DEFERRED SUBMITTALS. IVISION PROJECT AREA SUITE AREA FLOOR AREA FLR #2 1,4: SF 1,435 SF (NO CHANGES) ±19,933 (NO CHANGES) APPLICABLE CODES -- 2015 INTERNATIONAL BUILDING CODE REVISIONS 2015 INTERNATIONAL EXISTING BUILDING CODE No chaeges shaft be made 10 the scope 2015 INTERNATIONAL FIRE CODE of work wnnour Prior aooroval of the Tukwila Building DNiSlon, 2015 UNIFORM PLUMBING CODE NOTE: Revisions will reawre a new plan 2015 INTERNATIONAL MECHAHICAL CODE submittal and may include additional plan review. 2015 INTERNATIONAL FUEL GAS CODE _ 2017 NATIONAL ELECTRICAL CODE 2015 WASHINGTON ENERGY CODE ICC/ANSI 117.1-2009 - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES PROJECT DIRECTORY TENANT: UNIVERSITY OF PHOENIX BUILDING REPRESENTATIVE: JOHN CRADOVICH. DEVELOPMENT 2835 82ND AVENUE SE, Sd> MERCER ISLAND, WA 98040 PHONE: 206-267-2669 EMAIL: REBECCA@JCRDEVCO.COM CONTACT: REBECCA DAVIDSON ARCHITECT: NELSON WORLDWIDE 1200 STH AVENUE, SUITE 1300, SEATTLE, WA 98101 PHONE: 206-408-8537 EMAIL: KMATHWEG@nelsonww.com CONTACT: KATIE MATHWEG CONTRACTOR: DPINCORPORATED GENERAL CONTRACTORS 19936 BALLINGER WAY NE, SEATTLE, WA 98155 PHONE: 206-361-2989 EMAIL: VASILY@DPINC.NET CONTACT: BILLY SHADRIN DRAWING INDEX SHEET NUMBER SHEET TITLE SHEET ISSUE DATE DRAWING REVISION NUMBER REVISION ISSUE DATE GENERAL AN-0 COVER SHEET 07/08/19 AN-1 LIFE SAFETY PLAN 07/08/19 AN-2 I GENERAL NOTES, ABBREVIATIONS & SYMBOLS 07/08/19 ARCHITECTURAL AI-1 DEMOLITION, CONSTRUCTION & REFLECTED CEILING PLANS 07/08/19 A3-1 POWER & COMMUNICATION PLAN 07/08/19 A9-1 DOOR SCHEDULE, DOOR & FRAMES, AND PARTITIONS 07/08/19 A9-3 CEILING DETAILS 07/0H/19 RECEIVED CITY OF TUKWILA JUL 16 200 PERMIT CENTER a consultants Description: No: By: Date: PERMIT REVIEW SET DM/BK 06/27/19 PERMIT SET OF 07/08/19 revisions JCR DEVELOPMENT 0 : 2835.82ND AVE. SE SUITE S-1 t MERCER ISLAND, WA 98040 client UNIVERSITY OF PHOENIX 2ND FLOOR, SUITE 250 6840 FORT DENT WAY TUKWILA, WA 98168 project name & address COVER SHEET sheet title 10194 RE TER T A HITEC7 AM EG L STATE OF WAS IN TON Seel Proj. No: 19.0001084 Designer: BMT Drawn By: DM,BK Reviewed By: NG Project Manager: BAIT Approved By: AS AN`-® ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK © NELSON WORLDWIDE LLC 2n19 ALL RIGHTS RESERVED EGRESS AND LIFE SAFETY GENERAL NOTESNELSOK 1. EXIT DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE OUT SPECIAL KNOWLEDGE, EFFORT OR THE USE OF A SPECIAL KEY OR LATCH, Nelco Architecture, Inc. 2. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE OR AN "H" OCCUPANCY. 3. UNLATCHING FORCE OF PANIC HARDWARE SHALL NOT EXCEED 15 POUNDS WHEN APPLIED IN THE DIRECTION OF TRAVEL, 1200 Fifth Ave., Suite 1300 4. MEANS OF EGRESS SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS Seattle, WA 98101 OCCUPIED WITH LIGHT HAVING AN INTENSITY OF NOT LESS THAN ONE FOOT (206) 408-8500 CANDLE AT WALKING SURFACE LEVEL EXIT ILLUMINATION FIXTURES SHALL BE ON A SEPARATE NIGHT LIGHT CIRCUIT WITH BATTERY BACK-UP EXIT ILLUMINATION www.nelsonworldwide.com DECK SHALL BE PROVIDED FOR NOT LESS THAN 90 MINUTES VIA STORAGE BATTERIES, OR ON -SITE GENERATOR, SUITE 220 S. CORRIDORS SHALL BE MAINTAINED WITH A MINIMUM CLEAR WIDTH OF 44" AND NIC 7'-6" MINIMUM HEIGHT. 6. EXIT DOORS SHALL BE A MINIMUM OF 32" CLEAR WIDTH & MAXIMUM 48" WIDE 9 8 Ei 6 6 LEAF. MINIMUM 6'-8" DOOR HEIGHT. 7. DOORS IN ANY POSITION SHALL NOT REDUCE THE REQUIRED CORRIDOR EXIT MORE THAN HALF. aLEc " & EXIT ACCESS HAS BEEN BASED UPON PROGRAMATIC INFORMATION PROVIDED TO ` O '" AAI BY THE INTENDED OCCUPANT OF THIS SPACE. ARCHITECT SHALL NOT BE V WDMEH ' ftEN HELD RESPONSIBLE FOR ANY CONSEQUENCES WHICH MAY RESULT FROM THE CHANGE OF USE OR OCCUPANT LOAD AFTER PROJECT COMPLETION. JAN. 9. EXIT SIGNAGE SHALL BE INTERNALLY ILLUMINATED AT ALL TIMES WITH EMERGENCY ELECTRICAL BACK-UP POWER. SURE 241 NIC } ®}'EXIT_ _ EXIT ACCESS TRAVEL DISTANCE #113' neE '' -' — - - - - - - - - - - - - -(?- j COMMON CORRIDOR # + 10. EXTT SIGN ILLUMINATION SHALL NOT BE LESS THAN 5 FOOT CANDLES EXIT SIGNS SHALL HAVE TWO POWER SOURCES, ' ONE FROM THE PREMISES WIRING SYSTEM, THE OTHER FROM BATTERIES. (L EAD oN - - 11. FINAL PLACEMENT OF EXIT SIGNS IS SUBJECT TO APPROVAL AND MODIFICATION ii I+„ _ OF THE FIRE DEPARTMENT FIELD INSPECTOR. j- COMMON PATH OF EGRESS (62:°";.I, j ^�n r -%I _ 12. FINAL PLACEMENT OF EXIT SIGNS IS SUBIECT TO APPROVALAND MODIFICATION OF THE FIRED DEPARTMENT FIELD INSPECTOR. LIFE SAFETY PLAN 3132"=1'-0" CODE ANALYSIS OCCUPANT LOAD: 100 SF PER OCCUPANT FOR OFFICE USE PER IBC TABLE 1004.1.2 i..z T4. g�`. CLa gQ �a a8 00 SUITE 250 B i,435 100 15 EXITING RE UIRED NUMBER OF EXITS: MAX 49 OCC LOAD = L EXIT GROUP B TABLE 1006.2.1 B TABLE 100C.3.1 - COMMON PATH OF EGRESS: 100' MAX. W/ SPRINKLERS GROUP B TABLE 1006.2.1 EXIT ACCESS TRAVEL DISTANCE: 300' W/ SPRINKLERS GROUP B TABLE 1017.2 EXIT PLAN LEGEND EXIT EXIT EAD EXIT ACCESS DOOR v TOTAL DISTANCE ® ® EXIT SIGNAGE — DIRECTIONAL L- — — — — — NON -DIRECTIONAL FEC FIRE EXTINGUISHER CABINET consultants Description: No: By: Date: PERMIT REVIEW SET DM/BK 06/27/19 PERMIT SET CF 07/08/19 PROVIDED 1 *62' t113' revisions PCCEIVED CITY OF TUKWILA JCR DEVELOPMENT ® 2835 82ND AVE. SE SUITE S-1 t' MERCER ISLAND, WA 98040 client UNIVERSITY OF PHOENIX 2ND FLOOR, SUITE 250 6840 FORT DENT WAY TUKWILA, WA 98168 project name & address LIFE SAFETY PLAN sheet title 10194 TWASN STAT seal Proj. No: 19.0001081 Designer: BHT Drawn By: DM,BK Reviewed By: NG Project Manager: BMT Approved By: AS JUL 16 2019 AN-1 PERMIT CENTER ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIRED ON SITE'T THECONTRACI'OR AND SUB -CONTRACTORS PRIOR,, PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE LLC 2019 ALL RIGHTS RESERVED W-J 19, Aa:210 GENERAL NOTES ABBREVIATIONS GENERAL LEGEND _ 1. THE WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODE 14. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING 38. CHANGES 1N THE SCOPE OF WORK OR IN CONSTRUCTION DETAILS, A G Q SHEET NUMBER GRAPHIC SCALE BUILDING SECTION TAG AND OTHER ORDINANCES, CODES AND REGULATIONS LISTED ON THE WORK OF ALL SUB -CONTRACTORS AND SHALL PERFORM SUCH WHETHER DUE TO FIELD CONDITIONS OR OMISSIONS BY THE A(C AIR CONDITIONING GL GLASS or GLAZING QT QUARRY TILE THE DRAWINGS, AND REQUIRED BY LOCAL BUILDING AUTHORITIES. MISCELLANEOUS WORK AS MAY BE NECESSARY FOR THEM TO CONTRACTOR, ARCHIIECT OR OWNER, SHALL BE DOCUMENTED BY A/C UNIT AIR CONDITIONING UNIT GRD GROUND QTY QUANTITY /� 0 6'-0" 16'-0" 32'-0"A(tS SECTION THE GOVERNING CODES, RULES AND REGULATIONS ARE COMPLETE THEIR WORK. IT IS EXPECTED THAT THE GENERAL THE ARCHITECT AND APPROVED, PRIOR TO EXECUTION. A(E ARCHITECT/ENGINEER GWB GYP41M WALL BOARD //_�\ - DESIGNATION 1 COLLECTIVELY REFERRED TO AS "THE CODE." THE CONTRACTOR SHALL REPORT ANY INCONSISTENCIES, CONFLICTS OR OMISSIONS CONTRACTOR SHALL ALSO CLOSELY COORDINATE THE WORK WITH THAT OF ALL OTHER VENDORS RETAINED BY THE CLIENT TO 39. THE PRESENCE OF A REPRESENTATIVE OF THE ARCHITECT ON THE 706 SITE DOES NOT IMPLY CONCURRENCE WITH OR THE APPROVAL AN ACT AUDIO VISUAL ACOUSTICAL CEILING TILE GYP GYPSUM R R or RAD RADIUS SCALE: 1/16" = ri0" SHEET NUMBER DISCOVERED TO THE ARCHITECT FOR INTERPRETATION PRIOR TO ASSURE THAT ALL SCHEDULES ARE MET AND THAT WORK PROCEEDS OF ANY WORK. THE CONTRACTOR SHALL CALL TO THE ATTENTION AD] ADJACENT N RB RUBBER BASE SHEEP NUMBER PERFORMING THE WORK. WITHOUT DELAY. OF THE ARCHITECT, IN WRITING, ALL SPECIFIC ITEMS FOR WHICH AFF ABOVE FINISH FLOOR H HIGH RBR RUBBER SHEET' GROUP 2. THE GENERAL CONTRACTOR SHALL CONTACT BUILDING 15. BIDDERS, BEFORE SUBMITTING PROPOSALS, SHALL VISIT AND ARCHITECT'S REVIEW IS REQUIRED. AHD AUTHORITY HAVING HB HOSE BIB RCP REFLECTED CEILING PLAN DISCIPLINE CODE MANAGEMENT TO DETERMINE THE RULES OF THE BUILDING CAREFULLY EXAMINE THE AREA AFFECTED BY THE WORK TO N q0. UPON SUBSTANTIAL COMPLETION OF WORK THE CONTRACTOR JURISDICTION HC HOLLOW CORE RECEPT RECEPTACLE RELATIVE TO CONSTRUCTION; WHEN AND HOW DELIVERIES CAN BE FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND ANY SHALL PREPARE A "PUNCHLETI CORRECTIONS AND AHU AIR HANDLING UNIT HOW HARDWARE RECT RECTANGULAR WALL SECTION TAG MADE, WHAT PHASES ND TYPES OF CONSTRUCTION MAY BE DONE ON REGULAR OR OVERTIME BASIS, AND IN GENERAL ANY SPECIAL BUILDING REQUIREMENTS WHICH WILL AFFECT THE COST OF ALL WORK BORNE BY THE GENERAL CONTRACTOR. ALL WORK SHALL DIFFICULTIES THAT MAY AFFECT EXECUTION OF THE WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH N EXAMINATION HAS BEEN MADE, AND LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR, EQUIPMENT, OR UNSATISFACTORY AND/OR INCOMPLETE WORK FOR REVIEW BY THE ARCHITECT. 41. THE CONTRACTOR SHALL MAINTAIN AT THE SITE, ONE RECORD ALT ALUM ANOD APPROX ALTERNATE(ING) ALUMINUM ANODIZED APPROXIMATE HEX HM HEXAGONAL HOLLOW METAL REF REINF REQ'D REFERENCE REINFORCING or REINFORCEMENT REQUIRED SECTION NORTH ARROW INTERIOR ELEVATION TAG DESIGNATION 1 PLAN NORTH BECAUSE OF DIFFICULTIES ENCOUNTERED COPY OF ALL DRAWINGS, PERMITS, SUBMITTALS AND SAMPLES ON ARCH ARCHITECT HORIZ NORTZONTAL RET RETURN 1 f A-01 CONFORM TO ALL BASE BUILDING STANDARD SPECIFICATIONS AND BUILDING REGULATIONS, WHICH THE CONTRACTOR SHALL OBTAIN MATERIALS, REQUIRED WHICH COULD HAVE BEEN REASONABLY FORESEEN HAD SUCH WHICH TO RECORD ALL CHANGES DURING CONSTRUCTION. ACCESS AUTO AUTOMATIC HR HOUR REV REVISE or REVISION ELEVATION SHEEP NUMBER PRIOR TO SUBMISSION OF BID. EXAMINATION BEEN MADE, THE GENERAL CONTRACTOR SHALL TO THESE SHALL BE PROVIDED FOR THE USE OF ALL TRADES, AVG AVERAGE HT HEIGHT RH RIGHT HAND 4 A-0.1 2 DESIGNATION VERIFY ALL CONDITIONS AND DIMENSIONS ON THE JOB SITE AND CLIENT REPRESENTATIVES AND THE ARCHITECT, DURING ALL HTG HEATING RHR RIGHT HAND REVERSE 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SUB- REPORT ANY AND ALL DISCREPANCIES ND/OR UNUSUAL PHASES OF CONSTRUCTION. g HTR HEATER RM ROOM CONTRACTORS' RECEIPT OF COMPLETE SETS OF THESE DOCUMENTS, CONDITIONS TO THE ARCHITECT PRIOR TO FINALIZING BIDS OR 42. DURING THE COURSE OF CONSTRUCTION, ACTUAL LOCATIONS HIS BUILDING STANDARD HVAC HEATING VENTILATION & RO ROUGH OPENING 3 SHEET NUMBER DETAIL SECTION TAG AS WELL AS ALL FUTURE ADDENDA, BULLETINS, FIELD DIRECTIVES COMMENCEMENT OF ANY CONSTRUCTION. SHALL BE INDICATED TO SCALE IN RED INK ON THE OWNERS BETW BETWEEN AIR COND. ROW RIGHT OF WAY SECTION AND CHANGE ORDERS. 16. THE GENERAL CONTRACTOR SHALL MAKE KNOWN ANY AND ALL RECORD DRAWINGS FOR ALL. RUNS OF MECHANICAL AND BEV BEVELED HW HOTNATER RPM 1 DESIGNATION 4. THE CONTRACTOR SHALL COORDINATE WITH BUILDING LIMITATIONS, EXCLUSIONS, OR MODIFICATIONS THE PROJECT ELECTRICAL WORK INCLUDING CONCEALED WORK WHICH DEVIATES BLDG BUILDING HWY HIGHWAY RSF RENTABLE SQUARE FEET COLUMN SYMBOL &GRID LINES DATUM POINT MANAGEMENT THE STORAGE OF MATERIALS AND SHALL PROVIDE ALL DURING THE BID SELECTION PERIOD. ANY AND ALL LIMITATIONS, THE, FROM THE DRAWINGS. UPON COMPLETION OF THE PROJECT, BLK BLOCK I RT RUBBER TILE PROTECTION AS NECESSARY 70 PREVENT VANDALISM AND LOSS OF EXCLUSIONS, OR MODIFICATIONS NOT ITEMIZED IN THE BID INCLUDING ALL PUNCHLIST ITEMS, THIS INFORMATION SHALL BE BLKG BLOCKING RTU ROOFTOP UNIT 1 SHEET- NUMBER MATERIALS BY THEFT OR DAMAGE SUSTAINED DUE TO EXPOSURE PROPOSAL DOCUMENTS ARE PRESUMED "INCLUDED", IN WHICH NEATLY TRANSFERRED BY THE CONTRACTOR TO A SET OF B5MT BASEMENT IN INCHES RWC RAINWATER CONDUCTOR X TO INAPPROPRIATE ENVIRONMENTAL CONDITIONS AND WILL CASE NO ADDITIONAL MONIES WILL BE ALLOCATED FOR THIS DRAWINGS, WHICH SHALL BE MARKED "AS BUILT SET"' AND COPIES BTM BTU BOTTOM BRITISH THERMAL INCAND INCL INCANDESCENT INCLUDE(ING) or S REPAIR AND REPLACE DAMAGE OR LOSSES AT THE CONTRACTOR'S WORK, SHALL BE PROVIDED TO BOTH THE OWNER AND THE ARCHITECT. UNIT INCLUSIVE S SOUTH EXTERIOR ELEVATION TAG EXPENSE WITHOUT CHARGE TO THE OWNER. IT EXISTING CONSTRUCTION AND DIMENSIONS SHOWN ARE PER WITHIN THREE (3) WEEKS (15 BUSINESS DAYS) OF THE RECEIPT OF C INFO INF03MATION SAN SANITARY 5. a j WHERE ADJACENT AREAS BEYOND THE IMMEDIATE CONSTRUCTION AREA WILL BE OCCUPIED DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL: EXISTING DRAWINGS. ALL EXISTING INFORMATION MUST BE VERIFIED IN THE FIELD. NEITHER THE OWNER NOR THE ARCHITECT IS RESPONSIBLE FOR ACCURACY OF EXISTING INFORMATION. THE AS BUILT SET." APPROVAL FOR FINAL PAYMENT TO THE CONTRACTOR SHALL BE GRANTED, OR REASONABLE CAUSE SHOWN WHY SUCH APPROVAL HAS BEEN DENIED. CER OF CJ CERAMIC CUBIC FEET CONTROL JOINT INSUL INT INSUATION INTERIOR SD Sc SCHED STONE BASE SOLID CORE SCHEDULE - - X SECTION DESIGNATION i LL a. CONFORM TO OWNERS AND TENANT REQUIREMENTS FOR EXISTING CONSTRUCTION CONDITIONS IN AREAS WHERE NEW 43. PRIOR TO THE COMPLETION OF THE WORK, THE CONTRACTOR CL CENTERLINE I SCHEM SCHEMATIC z HOURS OF CONSTRUCTION OPERATIONS, ACCESS TO WORK I5 NOT PLANNED MAY BE NOT COMPLETELY SHOWN. SHALL ASSEMBLE AND FURNISH THE CLIENT A COMPLETE SET OF CLG CEILING JAN CELLOS JANffOR'S CLOSET SE SOUTHEAST SHEET NUMBER o v� TENANT SPACES AND ALLOWABLE NOISE LEVEL DURING i8. WITHIN ONE (1) WEEK (FIVE BUSINESS DAYS), OF THE AWARD OF MANUFACTURERS' CATALOG, OPERATING INSTRUCTIONS, START-UP CLOS CLOSET JB JUNCTION BOX SECT SECTION z� TENANT BUSINESS HOURS THIS CONTRACT, PRIOR TO MOBILIZATION FOR ANY WORK, THE CHECK LISTS, MAINTENANCE INSTRUCTIONS AND SIMILAR DATA, AS CUR CLEAR JST JOIST SF SQUARE FOOTAGE VERTICAL ELEVATION SPOT ELEVATION b. ENSURE THAT CONSTRUCTION OPERATIONS DO NOT BLOCK CONTRACTOR SHALL FURNISH A CONSTRUCTION SCHEDULE WELL AS ALL GUARANTEE 5 FOR ALL EQUIPMENT AND OPERABLE O Q DEVICES FURNISHED OR INSTALLED BY THE CONTRACTOR UNDER CMU COL CONCRETE MASONRY UNIT COLUMN 7T JOINT SHWR SIM SHOWER SIMILIAR LEVEL NAME PARTIAL PLAN & DETAIL TAG LEVEL NAME HALLWAYS, ACCESSIBLE ROUTES OR MEANS OF EGRESS FOR SHOWING CHRONOLOGICALLY THE PHASES OF THE WORK, AND ALL THIS CONTRACT, AND SHALL ORIENT AND INSTRUCT THE ' CONC CONCRETE K SPEC SPECIFICATION(5) TENANTS OF BUILDING. RELATED WORK FOR COMPLETION OF THE PROJECT. THIS SCHEDULE PERSONNEL DESIGNATED BY THE CLIENT IN THE OPERATION OF ALL CONSTR CONSTRUCTION KD KNOCK DOWN SPKR SPEAKER ELEVATION HT ELEVATION HT PLAN OR DETAIL a' c. ENSURE THAT CONSTRUCTION OPERATIONS DO NOT CAUSE SHALL INDICATE ALL ORDERING LEAD TIMES, LENGTH OF TIME FOR SUCH EQUIPMENT. CONT CONTINUOUS KIT KITCHEN SQ SQUARE DESIGNATION 1 INTERRUPTIONS OF ELECTRICAL SERVICES TO THE TENANTS EACH PHASE, ITS START AND COMPLETION, WITH A PROJECTED COMPLETION DATE. 44. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN THE CONTR CONTRACTOR SQ FT SQUARE FOOT SIM 1 G SIMILAR DETAIL OF THE BUILDING WITHOUT PRIOR NOTIFICATION AND EVENT THAT MOLD OR ASBESTOS IS UNCOVERED. THE OWNER CORK CORRIDOR L SSTL STAINLESS STEEL MATCH LINE BREAK LINE L J n APPROVALS. THE CONTRACTOR SHALL PROPERLY PROTECT 19. THE GENERAL CONTRACTOR AND SUB -CONTRACTORS SHALL ATTEND SHALL RETAIN A QUALIFIED CONSULTANT WHO SHALL ARRANGE CPT CARPET L LOW ST STREET SHEET NUMBER ALL FLOORS, MAIL CHUTES AND STAIR DOORS IN PUBLIC JOB MEETINGS REQUIRED BY THIS CONTRACT. FOR THE PROMPT IDENTIFICATION, TESTING, TREATMENT, Cr CERAMIC TILE LAM LAMINATE(D) STD STANDARD 02( A2-1 �1_ t0 AREAS SUBJECT TO CONSTRUCTION TRAFFIC. SHOE WIPING 20. ALL REQUIRED PERMITS MUST BE OBTAINED FROM THE FIRE REMEDIATION AND STORAGE OF THE MOLD OR ASBESTOS AS CTR CENTER LAV LAVATORY STL STEEL SHEET NUMBER o MATS WILL BE INSTALLED AT ALL OPENINGS BETWEEN DEPARTMENT PRIOR TO START OF CONSTRUCTION. REQUIRED BY LAW AND GOOD CONSTRUCTION PRACTICES. THE CU FT CUBIC FEET LF LINEAR FEET STOR STORAGE DRAWING TITLE R -• CONSTRUCTION AREAS AND ALL PUBLIC SPACES. ALL ACTIVE 21. ALL COSTS FOR INSPECTIONS AND/OR TESTS SHALL BE THE ARCHITECT SHALL BEAR NO RESPONSIBILITY FOR WORK RELATED LH LHR LEFTHAND LEFT HAND REVERSE STRUCT STRUCTURE or DETAIL NUMBER g .- AREAS SHALL BE KEPT CLEAN AND FREE FROM DEBRIS. RESPCONTRLJTI'OF THE CONTRACTOR, UNO. TO THESE MATERIALS. D D DEPTH LL LIVE SUSP STRUCTURAL SUSPENDED 1� PLAN 0 d. ERECT AND MAINTAIN TEMPORARY BRACING, LIGHTS, 22. THE CONTRACTOR SHAM PAY THE EXPENSES FOR ALL 45. THE CONTRACTOR IS ADVISED THAT THE PREMISE HAS NOT BEEN DEG DOUBLE LONG LONGITUDINAL SW SOUTHWEST CENTERLINE LEADERS A-0.1 - PARTITIONS, BARRICADES, FENCES AND TRANSPORTATION, HOISTING AND ELEVATOR USE CHARGES ON ALL TESTED FOR LEAD PASNTCT OTHER POTENTIALLY HAZARDOUS DEG DEGREES LVL LEVER. SYMB SYMBOL Sca -KYLE WARNING SIGNS AS NECESSARY TO PREVENT INJURY, NOISE, WARNING S MATERIALS OR EQUIPMENT TO THE POINT OF USE, AND SHALL BE MATERIALS. THE CONTRACTOR SHALL USE ALL APPROPRIATE DEMO DEMOLITION or DEMOLISH LVT LUXURY VINYL TILE SYS SYSTEM �.� _ _ _ NOTES & KEYNOTE LEADER DETAIL NUMBER DUST AND INCONVENIENCE TO OTHER TENANTS, THE PUBLIC, RESPONSIBLE FOR ALL UNLOADING, CHECKING AND STORAGE OF PRECAUTIONS IN THE CARRYING OUT OF ALL CONSTRUCTION DEPT DEPARTMENT /^ AND TO PREVENT DAMAGE TO ADJACENT CONSTRUCTION WHICH IS TO BE LEFT IN PLACE. THE SAME IN CONNECTION WITH THIS CONTRACT. OPERATIONS WHICH MIGHT DISTURB SUCH MATERIALS. DF DIAG DRINKING FOUNTAIN DIAGONAL M M HAL METAL HALIDE 7 T SCALE AREA & EQUIPMENT LEADER SHEET NUMBER m 23. DO NOT SCALE THESE DRAWINGS; WRITTEN DIMENSIONS SHALL 46. ALL SHALL CARRY ERTY PUBLIC NG MAINT MAINTENANCE T&B TOP & BOTTOMD e. FOLLOW THE RECOMMENDED CONTROL MEASURES OF THE GOVERN. SHOULD ANY DIMENSIONAL DISCREPANCIES BE LIABILITYINSURANCEURANCE AS REQUIRED BYCTORS ANY GOVERNING IGE AGENCIES DIAM DIAMETER SHEETTAG SHEET' METAL AND AIR CONDITIONING NATIONAL ENCOUNTERED, CLARIFICATIONS SHALL BE OBTAINED FROM THE HAVING JURISDICTION AND COMPLYING WITH STATUTORY DISP DISPENSER MAS MAIL MASONRY MATERIAL T&G TONGUE &GROOVE 9 CONTRACTORS ASSOCIATION (SMACNA) ITI GUIDELINES FOR OCCUPIED BUILDINGS UNDER CONSTRUCTION, 2N0 EDITION OFFICE OF THE ARCHITECT. REQUIREMENTS FOR DISABILITY AND WORKMEN'S COMPENSATION. ON DR DOWN DOOR(S) MAX MAXIMUM T'STAT TB THERMOSTAT TILE BASE ROOM NAME &NUMBER TAG PARTITION TAG WALL TYPE LEGEND 2007, ANSI/SMACNA 008-2008 (CHAPTER 3). PROTECT STORED 24. LARGE SCALE DETAILS SHALL GOVERN OVER SMALLER SCALE PLANS DTL DETAIL MECH MECHANICAL TDB TO BE DETERMINED ROOM ROOM C;� ;_] NOT IN CONTRACT (NIC} ON -SITE AND INSTALLED ABSORPTIVE MATERIALS FROM AND ELEVATIONS. DWG DRAWING MED MEZZ MEDIUM MEZZANINE TEL TEMP TELEPHONE TEMPORARYor i8 301 102 MOISTURE DAMAGE. 25. INSTALL ALL EQUIPMENT AND MATERIALS PER MANUFACTURERS' DWR DRAWER MFR MANUFACTURER TEMPERATURE EXISTING CONSTRUCTION TO REMAIN ID �i f. IF PERMANENTLY INSTALLED AIR HANDLERS ARE USED RECOMMENDATIONS. ANY DIFFICULTIES ARE TO BE REPORTED TO E MIN MA TERR TERRAZZO - z DURING CONSTRUCTION, FILTRATION MEDIA WITH A THE ARCHITECT IMMEDIATELY. E EAST ME MISG_LLANEOUS TG TEMPERED GLAZING FURNITURE TAG NEW FULL HEIGHT PARTITION a - MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 8 MUST BE USED AT EACH RETURN AIR GRILLE. 26. THE CONTRACTOR AND EACH SUB -CONTRACTOR SHALL WARRANTY EA EACH MO MASONRY OPENING THK THICK lA li = = EXISTING CONSTRUCTION TO BE REMOVED a ALL WORK PERFORMED BY THEM DIRECTLY FOR A MINIMUM PERIOD EF EXHAUST FAN MTG MOUNTING THRES THRESHOLD 6. CUTTING, CHASING, DRILLING OR DEMOLITION OF WALLS, SLABS, OF ONE (1) YEAR, OR AS SPECIFIED IN THE CONSTRUCTION El EXPANSION JOIN MTL METAL THRU THROUGH - EXISTING GLAZING TO REMAIN p ETC. REQUIRING THE USE OF JACKHAMMERS OR OTHER HEAVY CONTRACT. ALL DEFECTS OCCURING IN THE GUARANTEED PERIOD ELEC ELECTRIC(CAL) TOC TOP OF CONCRETE/CURB EQUIPMENT TAG WINDOW TYPE TAG HAND OR POWER TOOLS SHALL BE PERFORMED AFTER REGULAR SHALL BE CORRECTED AT NO ADDITIONAL COST. ELEV ELEVATION or ELEVATOR N TOG TOP OF STEEL -- - EXISTING GLAZING TO BE REMOVED BUSINESS HOURS ON AN OVERTIME BASIS IF NECESSARY, UNLESS THE BUILDING MANAGEMENT AND ANY AFFECTED TENANTS 27, THE CLIENT, ARCHITECT, CONSULTANTS AND ALL INSPECTORS FROM EMERG ENCL EMERGENCY ENCLOSURE N N/A NORTH NOT APPLICABLE (NOT TOW TRANSF TOP OF WALL TRANSFORMER XX99 EXPRESSLY OTHERWISE, PERTINENT AGENCIES SHALL BE PERMITTED ACCESS TO THE JOB AVAILABLE TYP O (� EXISTING CASEWORK/FURNITURE TO REMAIN o_ PROVIDE A WRITTEN WAIVER PERMITTING SITE AT ALL TIMES DURING NORMAL WORKING HOURS. ENGR ENGINEER NE NORTHEAST TYPICAL 7. ui THE GENERAL CONTRACTOR SHALL ASSUME SOLE AND COMPLETE 28. MINOR DETAILS NOT SHOWN OR SPECIFIED, BUT NECESSARY FOR ENTR EQ ENTRANCE EQUAL NEC NATIONAL ELECTRIC CODE U KEY NOTE DRAWING REVISIONS C EXISTING CASEWORK FURNITURE TO BE REMOVED RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE PROPER CONSTRUCTION OF ANY PART OF THE WORK, SHALL BE EQUIP EQUIPMENT NEG NEGATIVE UC UNDERCUT OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS, UNLESS OTHERWISE AGREED UPON. WHERE THE CONTRACT, EW EWC EACH WAY ELECTRIC WATER COOLER NIC NO NOT IN CONTRACT NUMBER UL UNDERWRITER'S LABORATORY i REVISION NUMBER 5 CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING CONSTRUCTION NOTES OR DRAWINGS CALL FOR ANY WORK OF A EXIT EXHAUST NOM NOSE UNO UNLESS NOTED /// REVISION DELTA HOURS. THE CONTRACTOR SHALL PROVIDE PUBLIC PROTECTION, AS MORE STRINGENT NATURE THAN THAT REQUIRED BY THE BUILDING EXIST EXISTING NRC RE NOISE REDUCTION OTHERWISE 3 NECESSARY AND REQUIRED BY GOVERNING AGENCIES HAVING CODEOR ANY OTHER ENTITY HAVING JURISDICTION OVER THE , EXP EXPANSION COEFFICIENT UPS UNINTERRUPTABLE POWER ALIGNMENT JURISDICTION, UNTIL CLIENT ACCEPTANCE OF THE PREMISES. WORK, THE WORK OF THE MORE STRINGENT NATURE CALLED OUT ENT EXTERNAL or EXTERIOR NITS NOT TO SCALE SUPPLY FIRE EXTINGUISHER 08. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SHALL BE FURNISHED IN ALL CASES. NW NORTHWEST UR URINAL NEW CONSTRUCTION TO ALIGN OR PROVISION AND MAINTENANCE OF ALL BRACING, SHORING, 29. DETAILS ARE INTENDED TO SHOW THE INTENT OF THE DESIGN. F O USE USABLE SQUARE FOOTAGE FLUSH WITH EXISTING CONSTRUCTION FEC SURFACE MOUNTED CABINET ENCLOSURES, BARRIERS OR SCAFFOLDING REQUIRED TO PROVIDE A MINOR MODIFICATIONS MAY BE REQUIRED TO SUITE FIELD FC FOOT CANDLES OC ON CENTER UTIL UTILITY o SAFE WORKING ENVIRONMENT AS DICTATED BY SITE CONDITIONS CONDITIONS. REQUIRED MODIFICATIONS SHALL BE INCLUDED AS Q FCO FLOOR CLEAN OUT OCC OCCUPANCY or OCCUPANT a LL AND THE PROGRESS OF WORK. PART OF THE WORK FD FLOOR DRAIN OFF OFFICE V FEC 9. o DURING THE ENTIRE CONSTRUCTION PERIOD, ALL EXITS, EXIT 30. ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER BY FE FEC FIRE EXTINGUISHER FIRE EXTINGUISHER OH OVERHEAD V VAP RET VOLT or VENT VAPOR RETARDER OBIECi STATE RECESSED CABINET LIGHTING, FIRE PROTECTION DEVICES AND ALARMS SHALL BE MECHANICS AND TRADES PERSONS SKILLED IN THEIR RESPECTIVE CABINET OH OPENING VAR VARIES (E) EXISTING TO REMAIN IR - CONTINUOUSLY MAINTAINED IN CONFORMANCE WITH LOCAL CODE OTHER GOVERNING ENTITY REQUIREMENTS. TRADES AND IN ACCORDANCE WITH THE BEST TRADE PRACTICES. FF FINISH FLOOR OPP OPPOSITE VB VINYL BASE N NEW ( ) BUILDING AND ALL EXISTING, SERVICES AND DEVICES SHALL REMAIN ACTIVE, UNO. 31. THE CONTRACTOR SHALL CONFIRM THE AVAILABILITY AND FHC FIRE HOSE CABINET OZ OUNCE(S) VCT VINYL COMPOSITION TILE FE - FIG FIGURE P VENT VENTILITATION (R) RELOCATED WALL MOUNTED W/O CABINET o 10. THE CONTRACTOR SHALL PROTECT THE PROPERTY OF THE CLIENT REQUIRED TO PERFORM THE WORK UPON RECEIPT OF THE Q FIN FINISH # Ib POUND VERY VERTICAL (X) EXISTING TO BE REMOVED s AND THE BUILDING OWNER. INCLUDING, BUT NOT LIMITED TO, CONTRACT DOCUMENTS. SHOULD THE AVAILABILITY OF SPECIFIED FIXT FIXTURE % PERCENT VEST VESTIBULE WINDOWS, FLOOR AND CEILING FINISHES, PUBLIC TOILETS, ITEMS POSE A DELAY TO THE ON -TIME COMPLETION OF THE FLEX FLEXIBLE VIF VERIFY IN FIELD PLUMBING FIXTURES ELEVATORS, DOORS AND FRAMES, ELECTRICAL AND AIR- PROJECT, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FLOUR FLOURESCENT PART PAR11AL VOL VOLUME v CONDITIONING EQUIPMENT. THE CONTRACTOR SHALL PROTECT IMMEDIATELY AND PROPOSE AN EQUIVALENT SUBSTITUTION TO BE FUR FOC FLOOR FACE OF CONCRETE PASS PED PASSAGE PEDESTAL VTR VWC VENT THROUGH ROOF VINYL WALL COVERING DOORS MOP- TOILET ® ADJOINING PROPERTY. DAMAGE CAUSED BY THE CONTRACTOR'S REVIEWED BY THE ARCHITECT IF SUCH A DELAY IS NOT PERF PERFORATED UTILITY SINK WORK OR WORKMEN MUST BE MADE GOOD, IN A TIMELY FASHION. ACCEPTABLE. FOM FACE OF MASONRY PERP PERP:NDICULAR PATCHING AND REPLACEMENT OF DAMAGED WORK SHALL BE 32. SUBSTITUTION OF ALL EQUALS SHALL BE ONLY AS APPROVED BY FOS FP FACE OF STUD FIRE PROTECTIONS PL PLATE or PROPERTY LINE W W WEST or WATT 8 URINAL EXISTING DOOR TO REMAIN G PERFORMED AT THE COST OF THE CONTRACTOR. THE CONTRACTOR THE ARCHITECT. WHERE THE TERM "OR EQUAL" 15 USED THE FPL FABRIC PANEL PLAM PLASTIC LAMINATE W/ WITH SINK -� SHOWER SHALL BE FULLY RESPONSIBLE FOR ALL SUB -CONTRACTORS. IF THE ARCHITECT SHALL BE THE SOLE JUDGE OF EQUALITY BASED UPON FRTWD FIRE RETARDENT TREATED PLAS PLASTIC WIO WITHOUT ® COUNTER o CONTRACTOR FAILS TO COMPLETE THE REPAIRS IN A TIMELY THE INFORMATION FURNISHED BY THE CONTRACTOR. WOOD PLYWD PLYWOOD WE WOOD BASE MOUNTED ,H FASHION, SAID REPAIRS WILL BE MADE BY A CONTRACTOR SUBSTITUTIONS MUST BE ACCEPTED IN WRITING BEFORE THEY MAY FT FOOT or FEET POS POSITIVE WC WATER CLOSET (TOILET') � SELECTED BY THE OWNER'S REPRESENTATIVE AND BACK CHARGED BE USED. PURR FURRING PR PAIR WD WOOD (SOFTWOOD) NEW RELOCATED (MODIFIED DOOR SINK-� BI-LEVEL ¢' ACCORDINGLY. 33. THE CONTRACTOR SHALL PREPARE SUBMITTALS FOR REVIEW BY FWC FABRIC WALLCOVERING PREFAB PREFABRICATED WE' By FLANGE STEEL WATER COOLER WALL 3 r 11. THE CONTRACTOR SHALL INDEMNIFY AND SAVE HARMLESS THE LANDLORD, THE TENANT, AND ARCHITECT AGAINST ANY AND ALL THE ARCHITECT, FOR ALL MATERIALS AND EQUIPMENT SPECIFIED. IF THE CONTRACTOR, THE OWNER, OR THE OWNER'S G PROD PROP PROJECT or PROJECTED PROPERTY or PROPOSAL. WIT WP WATER HEATER WATERPROOF MOUNTED E CLAIMS AND DEMANDS FOR THE DAMAGE TO THE PROPERTY OF REPRESENTATIVE SUBSTITUTES A MATERIAL, METHOD OF GALV GALVANIZED PSF POUNDS PER SQUARE FOOT WPT WORKING POINT TOILET ANY PERSON, FIRM OR INDMDUAL, OR FOR PERSONAL INJURIES ATTACHMENT, REVISES A CONSTRUCTION DETAIL, OR IN ANY WAY GC GENERAL CONTRACTOR PSI POUNDS PER SQUARE INCH WT WEIGHT II �' EXISTING TO BE REMOVED PARTITION E (INCLUDING DEATH) ARISING OUT OF, OR SUFFERED WHILE ALTERS THE WORK SUCH THAT IT NO LONGER CONFORMS TO THESE GEN GENERAL or GENERATOR PT PAINT WWF WELDED WIRE FABRIC P ENGAGED IN, OR CAUSED, IN WHOLE OR IN PART, 8Y THE DOCUMENTS, WITHOUT THE WRITTEN ACCEPTANCE OF THE GFI GROUND FAULT PTN PARTITION EXECUTION OF THE WORK; THE CONTRACTOR SHALL WELL AND ARCHITECT, SUCH ACTION WILL RELIEVE THE ARCHITECT OF ANY INTERRUPTER TRULY DEFEND THE LANDLORD, TENANT AND ARCHITECT AND RESPONSIBILITY OR LIABILITY INCLUDING, BUT NOT LIMITED TO, REVIEWED FOR SHALL PAY ALL MONIES AWARDED FOR SUCH DAMAGES OR AESTHETIC CONSEQUENCES, SUBSEQUENT FAILURE(S) AND CODE COMPLIANCE u INJURIES (INCLUDING DEATH), ALL COSTS INCLUDING ATTORNEYS PERSONAL OR PROPERTY DAMAGE ATTRIBUTABLE TO THIS CHANGE. -. APPROVED o FEES SUSTAINED, AND SHALL OBTAIN A FULL ACQUAINTANCE AND 34, REVIEW OF A SPECIFIC ITEM SHALL NOT INCLUDE REVIEW OF AN a RELEASE IN FAVOR OF THE LANDLORD, TENANT AND ARCHITECT, UNLESS SUCH LIABILITY RESULTS SOLELY FROM THE NEGLIGENCE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. JUL 30 2019 35. SUBMITTALS THAT CONTAIN EXCESSIVE ERRORS OR ARE bi OF THE LANDLORD, TENANT, ARCHITECT, ITS AGENTS OR INCOMPLETE OR INADEQUATE MAY BE RETURNED WITHOUT EMPLOYEES. ACTION. COSTS INCURRED FOR THE RESULTANT DELAYS WILL BE City OP Tukwila LL 12, THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR THE THE RESPONSIBILITY OF THE CONTRACTOR. BUILDING DIVISION PERFORMANCE OF ANY WORK, NOR FOR THE MEANS AND METHODS 36. REVIEW OF SUBMITTALS SHALL NOT RELIEVE THE CONTRACTOR OF OF CONSTRUCTION CHOSEN BY THE CONTRACTOR OR ANY SUB- OBLIGATIONS OR RESPONSIBILITIES FOR DEVIATIONS FROM THE CONTRACTORS, NOR SHALL THE ARCHITECT GUARANTEE THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS, UNLESS THE PERFORMANCE OF THEIR CONTRACTS. ARCHITECT IS NOTIFIED AND SPECIFICALLY APPROVES OF, THE RECEIVED m 13. THE CONTRACTOR SHALL PERFORM DAILY CLEANING OF THE JOB DEVIATIONS AT THE TIME OF SUBMISSION. CITY OF TU K W ILA SITE DURING THE CONSTRUCTION PERIOD AND SHALL PROTECT 37. REVIEW OF SUBMITTALS SHALL NOT RELIEVE THE CONTRACTOR'S JAIL 2019 FINISHED WORK FROM DAMAGE. IMMEDIATELY PRIOR TO TENANT OBLIGATION FOR COORDINATION NOR WAIVE RESPONSIBILITY 16 OCCUPANCY, THE CONTRACTOR SHALL PERFORM FINAL CLEANING FOR ERRORS AND OMISSIONS IN THE SUBMITTALS, INCLUDING OF THE WORK AREA INCLUDING, BUT NOT LIMITED TO, WET WIPING "FIELD MEASURE." PEP110IT CENTER ' OF FURNITURE, AND CASEWORK, WASHING AND WAXING OF VCT FLOORING AND THE VACUMING OF CARPET. ALL CLEANING SHALL BE - - IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. I _� 2A / I Jf Siz � 18" 1 11 :: 1fry blot` oa NELSOK Nelco Architecture, Inc. 1200 Fifth Ave., Suite 1300 Seattle, WA 98101 (206) 408-8500 www.nelsonworldwide.com consultants Description: No: By: Date: PERMIT REVIEW SET DM/BK 06/27/19 PERMIT SET CIF 07/08/19 revisions JCR DEVELOPMENT ® 2835 82ND AVE. SE SUITE S-1 1' MERCER ISLAND, WA 98040 client UNIVERSITY OF PHOENIX 2ND FLOOR, SUITE 250 6840 FORT DENT WAY TUKWILA, WA 98168 project name & address GENERAL NOTES, ABBREVIATIONS & SYMBOLS sheet title 10194 RE TERED 1 A HITEC7 AM EG L STATEOF WAS iiN TON' a1�ac, It Proj. No: 19.0001084.Designer: BMT Drawn By: DM,BK Reviewed By: NG Project Manager: BMT Approved By: AS I�r] ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUa-CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WrIm THE WORK. © NELSON WORLDWIDE LLC 2019 ALL RIGHTS RESERVED RCP GENERAL NOTES 1. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT FIXTURES, SWITCH LOCATIONS, AND ASSOCIATED ITEMS. REFER TO ENGINEERING DRAWINGS FOR CIRCUITING, WIRING LAYOUT, AND ADDITIONAL INFORMATION. ALL MEP -FP DEVICE LOCATIONS NOT SHOWN ON DRAWINGS, OR IN CONFLICT WITH MEP/FP DRAWINGS, ARE TO BE COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION. IN THE EVENT OF DISCREPANCIES BETWEEN THE ARCHITECTS REFLECTED CEILING PLAN AND THE ENGINEERS' PLANS, IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH THE WORK, 2' WITHIN A ROOM OR AREA, THE CONTRACTOR SHALL ESTABLISH A SINGLE FLOOR ELEVATION THAT IS TO BE USED AS THE ORIGIN FOR ALL CEILING HEIGHTS ABOVE FINISHED FLOOR. 3. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL MEP/FP AND STRUCTURAL ELEMENTS. CONTRACTOR TO COORDINATE THE WORK OF ALL TRADES NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED. INSTALL DUCTWORK TIGHT TO UNDERSIDE OF BEAMS. WITH A SMALL SPACE TO AVOID VIBRATION. INSTALLATION AND/OR ALTERATION OF DUCTWORK, PIPING OR OTHER EQUIPMENT THAT WILL REQUIRE FASCIAS, SOFFITS AND OTHER TRANSITIONS IN CEILING HEIGHT SHALL BE REVIEWED WITH THE ARCHITECT PRIOR TO PROCEEDING. CONTRACTOR TO PROVIDE COMPLETE COORDINATION DRAWINGS FOR THE ARCHITECT AND ENGINEERS REVIEW. 4. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER WITHIN ONE COVER PLATE U.N.O. 5. ALL FIXTURES AND DEVICES TO BE UNDERWRITERS LABORATORIES INC. (UL) LABELED. 6. LIGHT FIXTURES, REGISTERS, SPEAKERS, RECESSED FIXTURES AND SIMILAR CEILING ELEMENTS, AND LIFE -SAFETY DEVICES SHALL BE LOCATED IN THE CENTER OF CEILING TILE IN BOTH DIRECTIONS AND SHALL ALIGN WITH ADJACENT FIXTURES, DEVICES OR HEADS IN A RUN OR ROW, U.N.O. 7. FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM, LAMPS, AND SEISMIC BRACING. 006 PROVIDE AND INSTALL 3/4" FIRE -RATED PLYWDOD BACKING, ( DEMOLITION &CONSTRUCTION PLAN 32"WX40"Fl, TO BE CENTERED ON OUTLETS FOR FUTURE 8. PROVIDE BLOCKING ABOVE CEILING REQUIRED FOR ALL CEILING 2) MONITORS. BACKING TO SPAN 2 STUD BAYS. REFER TO MOUNTED EQUIPMENT. PROVIDE ADDITIONAL SUPPORT FOR SCALE: 1/8" = V-0" IV 16' "SCHEDULE MONITOR BACKING DETAIL." LIGHT FIXTURES AS RECOMMENDED BY FIXTURE ? - ' MANUFACTURER. SCAUS771/1" 9. REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY LIGHT FIXTURE LOCATIONS. RCP LEGEND ACT CEILING TYPE & HEIGHT EXISTING TX4 ACT GRID & TILE PROVIDE NEW TILES AS NEEDED (?p ®T EMERGENCY EXIT SIGN (ARROW SHOWS DIRECTION) ❑ t EXISTING B/S 2'X2' & 2'X`I- RECESSED LIGHT FIXTURE r- --I EXISTING B/S 2'N4' RECESSED L- _J LIGHT FIXTURE TO BE REMOVED OR RELOCATED RELOCATED (R) B/S 2-X4' RECESSED LIGHT FIXTURE IF7 EMERGENCY LIGHTING SHOWN FOR CONCEPTUAL LAYOUT ONLY OFFICE __J 6o 04 OPEN STORAGE --------------- 4 WORK AREA 200 20 OFFICE 005 201 OFFICE zol DEMOLITION & CONSTRUCTION 0311WIff 1171 � CONSTRUCTION TO REMAIN - - = = = CONSTRUCTION TO BE REMOVED NEW B/S PARTITION PARTITION TYPE TO BE IC U.N.O. iC SEE A9-1 r DOOR TO BE REMOVED. =J RETURN TO BUILDING INVENTORY 4" NEW DOOR, SEE A9-1 DEMOLITION & CONSTRUCTION PLAN KEYNOTES (B 001 PATCH AREAS OF DEMOLITION / CONSTRUCTION AND PREP FOR NEW PAINT. 002 CREATE OPENING FOR NEW DOOR PLACEMENT 003 PROVIDE WATER LINE FOR FUTURE COFFEE BAR. 004 FILL IN EXISTING PARTITION DUE TO DEMOLITION. PATCH TO MATCH EXISTING PARTITION TYPE, PATCH WALL AND FLOOR FINISHES IN EXISTING CORRIDOR. 005 PROVIDE WATER LINE FOR FUTURE REFRIGERATOR. NELSOK Nelco Architecture, Inc, 1200 Fifth Ave., Suite 1300 Seattle, WA 98101 (206) 408-8500 mw.nelsonworldvvide.com consultants Description: No: By: Date: PERMIT REVIEW SET DM/BK 06/27/19 PERMIT SET CF 07/08/19 revisions 10 JCR DEVELOPMENT I 12835 82ND AVE, SE I& GYPSUM WALLBOARD AT BOTH SIDES OF ALL PARTITIONS WITH : SUITE S-1 CALCULATION PLUMBING ROUGH -IN (E.G.BATHROOMS, PANTRY, JANITOR'S L MERCER ISLAND, WA 20. ALL LAMP COLOR TEMPERATURES TO BE CONSISTENT WITHIN CLOSET, WET COLUMNS) SHALL BE WATER-RESISTANT. F R11 USING SPACE BY SPACE METHOD, ALLOWED WATTAGE IS 1,235 WATTS 98040 PROPOSED WATTAGE IS 512 WATTS. PROPOSED WATTAGE IS LESS SIMILAR FIXTURE TYPES. client THAN ALLOWABLE WATTAGE PER 2015 WSEC INTERIOR LIGHTING 19. PROVIDE VERTICAL CONTROL JOINTS 30'O.C. MAX. IN ALL GWB POWER ALLOWANCE SECTION C405. PROJECT COMPLIES. REFER TO PARTITIONS LONGER THAN 30'. WHEN POSSIBLE CONTROL Z5 WSEC FORM SUBMITTED WITH PERMIT SET FOR SPACE BY SPACE JOINTS SHOULD BE LOCATED ABOVE THE CORNER OF A DOOR. UNIVERSITY OF PHOENIX BREAKDOWN. 2ND FLOOR, SUITE 250 6840 FORT DENT WAY TUKWILA, WA 98168 RCP KEYNOTES project name & address REFLECTED CEILING PLAN 201 REBALANCE HVAC AS NEEDED TO ACCOMMODATE NEW LAYOUT. DEMOLITION, CONSTRUCTION Ala SCALE: 1/8" = 1-0-- 0 4' 8. 16- & REFLECTED CEILING PLANS I/e, = 1,w Sheet title IS 10194 RE RED A HITECT "E A REVIEWED FOR EG L U CODE COMPLIANCE 'n n!n STATE WAS N TON APPROVED '-AL'30 2bi§ .1 seat City of Tukwila Proj. N : 19.0001084 Designer: BMT BUILDING DIVISION 0 .,am By: DM,BK Reviewed By: NG Project Manager: BMT Approved By: AS RECEIVED CITY OF TUKWILA o Al-1 JUL 1.6 2019 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFTEDONSITE BY THE CONTRACTOR AND O CON CTORS PRIOR TO PERFORMING THE WORK. THE PERryliT CSUB_ENTER PROIECT MANAGER SHALL 8E NOTITTEDINWRITINGOFANY DISCREPANCIES PRIORTO PROCEEDING WITH THE WORK. 0 NELSON WORLDOUDE, LUC 201 9 ALL RIGHTS RESERVED 10. CONTRACTOR SHALL REPAIR AND/OR REPLACE CEILINGS WHICH ARE REMOVED TO FACILITATE PLENUM SYSTEMS INSTALLATION. 11, PROVIDE CEILING ACCESS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE. MATCH ADJACENT CEILING FINISH U.N.O. SYSTEMS AND EQUIPMENT REQUIRING ACCESS SHALL BE LOCATED AT ACCESSIBLE CEILINGS - ACCESS PANELS NOT SHOWN ON DRAWINGS SHALL NOT BE INSTALLED IN GYPSUM BOARD CEILINGS WITHOUT PRIOR APPROVAL. 12, COORDINATE SCHEDULING OF WORK WITH DATA/TELEPHONE INSTALLER, INSTALL CEILING TILES AFTER FINISH PAINTING TO MINIMIZE VOC ABSORPTION INTO THE CEILING TILES. INSTALL CEILING TILES AFTER DATA/TELEPHONE CABLES HAVE BEEN INSTALLED. 13. PATCH ALL HOLES IN EXISTING PLASTER FIREPROOFING AT BEAMS AND COLUMNS TO RESTORE THE REQUIRED FIRE RATINGS OF BEAMS AND COLUMNS (3 HR) TYPICAL THROUGHOUT. 14. ALL LIGHT FIXTURES FURNISHED BY OWNER SHALL BE U.L. APPROVED AND WHERE APPLICABLE, APPROVED BY LOCAL AUTHORITIES FOR SPECIFIED USE. 15. CEILING GRID AND TILE SHALL MATCH EXISTING. 16. SWITCHES AND PLATES SHALL MATCH BUILDING STANDARD. COLOR TO MATCH BUILDING STANDARD. 17. ALL LIGHT FIXTURES SHALL MATCH BUILDING STANDARD. 18. REPAIR AND/OR REPLACE COMPONENTS NECESSARY TO INSURE ALL EXISTING AND OR RELOCATED LIGHT FIXTURES ARE FUNCTIONING, INCLUDING BUT NOT LIMITED TO LAMPS, BALLASTS, AND LENSES. 19. RELAMP ALL EXISTING AND RELOCATED FIXTURES TO REMAIN. CONSTRUCTION GENERAL NOTES 1. CONFLICTS BETWEEN SITE CONDITIONS AND DRAWINGS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. 2. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE AND IN PROPER ALIGNMENT, U.N.O. 1 ALL DIMENSIONS ARE TO FINISH CONSTRUCTION, U.N.O. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE, DIMENSIONS NOTED "CLEAR" ARE MINIMUM DIMENSIONS WHICH MUST BE MAINTAINED WITHOUT EXCEPTION, DIMENSIONS MARKED * MEAN A VARIANCE NOT GREATER THAN I INCH, VERIFY DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT. ALL DIMENSIONS TO THE EXTERIOR WINDOW WALL ARE TO THE FINISH FACE OF WALL BELOW SILL, U.N.O. 4. ALL EXISTING FLOORS, PARTITIONS, DEMISING WALLS, AND CORRIDOR WALLS TO REMAIN ARE TO BE PATCHED AND REPAIRED TO MATCH ADJACENT SURFACES. S. PATCH AT ALL NEW AND EXISTING PENETRATIONS AT FLOOR AND CEILING SLABS, WALLS AND SHAFTS, SEAL ABANDONDED PENETRATIONS AT FLOORS, WALLS AND SHAFTS TO MAINTAIN FIRE/SMOKE AND ACOUSTICAL RATINGS. PATCH FIREPROOFING AT ALL NEW AND EXISTING LOCATIONS WITH EXPOSED STRUCTURAL STEEL, 6. WHERE PARTITIONS ARE ATTACHED TO CURTAIN WALL, CENTER PARTITIONS ON WINDOW MULLIONS, PERPENDICULAR TO PERIMETER WALL, U.N.O. CONSTRUCTION TO MATCH BUILDING STANDARD. 7. PARTITION DEPTH AT FIRE EXTINGUISHER CABINET LOCATIONS SHALL ACCOMMODATE FULL CONCEALMENT OF RECESSED CABINETS OR PARTIAL CONCEALMENT OF SEMI -RECESSED CABINETS AS SPECIFIED BY THE MANUFACTURER. B. ALL PARTITIONS ABUTTING COLUMNS ARE TO ALIGN WITH THE FACE OF THE COLUMN, U.N.O. 9. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PROVIDE LEVEL 4 FINISH, U.N.O. - REFER TO MATERIAL SCHEDULE & FINISH PLAN FOR MATERIALS & LOCATIONS THAT REQUIRE A LEVEL 5 FINISH, U.N.O. 10. ALL EXPOSED GYPSUM BOARD EDGES TO HAVE VINYL OR METAL EDGE TRIM, 11, REFER TO THE PARTITION TYPES FOR PARTITION THICKNESS. 12, WHERE PARTITIONS EXTEND ONLY TO UNDERSIDE OF SUSPENDED CEILING, SECURE THE TOP TRACK TO THE EXPOSED CEILING GRID. PROVIDE A COMPRESSIBLE GASKET BETWEEN THE TOP TRACK AND THE CEILING GRID. PROVIDE TAPABLE METAL J-BEAD AT TOP OF GYPSUM WALLBOARD, WITH NO JOINTS VARYING MORE THAN 1/8" OVER 6'-0" AND NO JOINTS GREATER THAN 3/16", U.N.O. CAULK PERIMETER AT TOP OF GWB. 13. PROVIDE GROUNDS AND BLOCKING IN METAL STUD WALL FRAMING FOR SUPPORT OF CASEWORK, SHELF -STANDARDS, A/V DEVICES, FURNITURE, ETC. ALL CONCEALED LUMBER AND BLOCKING TO BE FIRE TREATED. COORDINATE BLOCKING REQUIREMENTS WITH FURNITURE & AV INSTALLERS. WHERE BLOCKING OR ADDITIONAL STUDS ARE REQUIRED AT EXISTING PARTITIONS, THEY ARE TO BE PATCHED AND REPAIRED. SEE CONSTRUCTION PLANS FOR WALL -MOUNTED MARKERBOARD, MONITORS & PROJECTION SCREENS; PROVIDE BLOCKING PER MANUFACTURERS' REQUIREMENTS. 14. ALL HINGED DOORS TO BE 4" FROM NEAREST PERPENDICULAR PARTITION, U.N.O. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB. ALL DOORS SHALL HAVE V-6" CLEAR ON THE STRIKE/PULL SIDE OF DOOR AND 1'-0 CLEAR ON THE STRIKE/PUSH SIDE (IF THEY HAVE BOTH A LATCH AND A CLOSER) VERIFY AND ADVISE ARCHITECT OF EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS. 15. THE CONTRACTOR SHALL ESTABLISH A SINGLE FLOOR ELEVATION THAT IS TO BE USED TO SET THE TOP OF ALL DOORS SUCH THAT THE TOP OF ALL DOORS OF THE SAME HEIGHT WILL ALIGN REGARDLESS OF VARIATIONS IN THE FLOOR SLAB OR FINISHED FLOOR THICKNESS. 16. PROVIDE DOUBLE STUDS AT DOOR HEADER AND JAMBS. INSTALL ADDITIONAL STUDS IN EXISTING PARTITIONS AT NEW DOOR OPENINGS IN ORDER TO PROVIDE DOUBLE STUDS. 17. PROVIDE DIAGONAL STUD BRACING TO SLAB ABOVE @ 48" D.C. AT DROP ARCHES/BULKHEADS. 1 POWER & COMMUNICATION PLAN A3-1 SCALE: 1/8" = P-O" 0 4' B' 16' SCALE: 1/8" = Y'-0" POWER & COMMUNICATION GENERAL NOTES 1. MULTIPLE SWITCH OR OUTLET DEVICES IN ONE LOCATION SHALL BE INSTALLED IN A COMMON MULTI -GANG BOX WITH A COMMON FACEPLATE, WHERE POSSIBLE. MOUNT MULTIPLE CONTROLS AS CLOSE TOGETHER AS POSSIBLE AND IN -LINE WITH EACH OTHER. 2. MOUNTING HEIGHTS OF DEVICES ARE SHOWN ON DEVICE ELEVATION DETAIL, U.N.O. 3. REFER TO ENGINEERING DRAWINGS FOR THERMOSTAT, FIRE ALARM, SPEAKER/STROBE, AND PULL STATION LOCATIONS AND REQUIREMENTS. SUBMIT LAYOUT TO ARCHITECT FOR REVIEW AND NOTIFY ARCHITECT OF DISCREPANCIES BETWEEN ARCHITECTURAL AND MEP/FP DRAWING PRIOR TO INSTALLATION. 4. WHERE SWITCHES FOR DEVICES OTHER THAN LIGHTS (I.E. EXHAUST FAN, PROJECTION SCREEN) ARE ADJACENT TO LIGHT SWITCHES, LOCATE LIGHT SWITCHES CLOSEST TO THE DOOR. 5. OUTLETS TO BE LOCATED AS INDICATED ON PLANS, U.N.O. PROVIDE BRIDGE RACKS AS NEEDED TO ACHIEVE INDICATED LOCATIONS. DIMENSIONS OF WALL OUTLETS INDICATED ON DRAWINGS ARE FROM FACE OF WALL SURFACE OR FINISHED FLOOR TO CENTER LINE OF OUTLET OR GROUP OF OUTLETS. CENTER OUTLET ON WALL IF NO DIMENSION IS INDICATED. STAGGER ALL DEVICES SHOWN BACK TO BACK ON OPPOSITE SIDES OF SHARED PARTITIONS. DEVICES IN OPPOSITE SIDES OF PARTITION SHALL NOT OCCUPY THE SAME STUD CAVITY. 6. PRIOR TO CORING, CONFIRM THAT THERE ARE NO OBSTRUCTIONS IN SLAB. ALL CORING TO BE DONE PER BUILDING REGULATIONS. CONFIRM FLOOR CORE LOCATIONS WITH ARCHITECT, FURNITURE VENDOR, AND OWNER PRIORTO CORING. CONTRACTOR TO PATCH AND FIRESTOP ALL SLAB PENETRATIONS. 7. ALL OUTLETS LOCATED ABOVE OR BELOW THE COUNTERTOPS IN WET OR DAMP AREAS SHALL BE GFIC. 8. FIELD ADJUST ALL WHIPS FOR SYSTEMS FURNITURE FEEDS MINIMIZE EXCESS WHIP TO A MAXIMUM OF 6" BEYOND REQUIRED LENGTH. 9. AfV DEVICES ARE TO BE CONNECTED BY CONDUIT U.N.O. VERIFY REQUIRED CONDUIT SIZE FOR A/V WIRING WITH A/V VENDOR PRIOR TO INSTALLATION AND CORING. 10. FURNITURE LAYOUT IS SHOWN FOR REFERENCE ONLY. 11. WHERE EXISTING DEVICES HAVE BEEN REMOVED, PATCH AND REPAIR WALLS, CEILINGS AND FLOORS. 12. COORDINATE WORK WITH SECURITY VENDOR PRIOR TO COMMENCING WORK. NEW ELECTRICAL / SECURITY DEVICES TO BE MOUNTED AT HEIGHT AS NOTED ON THE SECURITY DRAWINGS. 13. LINE & LOW VOLTAGE WIRING CONDUIT TO BE CONCEALED U.N.O. 14. CONTRACTOR TO UPDATE LABELS AT ELECTRICAL PANELS. POWER & COMMUNICATION LEGEND Q0 DUPLEX OUTLET - WALL MOUNTED 0 QUADRUPLE OUTLET - WALL MOUNTED if DEDICATED DUPLEX OUTLET - WALL MOUNTED 37 VOICE/DATA - WALL MOUNTED rI BLANK PLATE 10 JUNCTION BOX U CARD READER HM CIPHER LOCK N NEW POWER & COMMUNICATION KEYNOTES �B 301 DUPLEX OUTLET AND VOICEIDATA TO BE AT 85" AFF. REFER TO "SCHEDULE MONITOR BACKING DETAIL" FOR REFERENCE. 302 JUNCTION BOX TO BE 15" AFF. 1200 Fifth Ave., Suite 1300 Seattle, WA 98101 (206)408-8500 www.nelsonworidwide.com consultants Description: No: By: Date: PERMIT REVIEW SET DM/BK 06/27/19 PERMIT SET OF 07/08/19 revisions JCR' DEVELOPMENT 303 DEDICATED DUPLEX OUTLET TO BE 42" AFT, CONFIRM FINAL HEIGHT WITH TENANT. 304 TWO (2) 20 AMP DEDICATED DUPLEX OUTLETS AND A PASS THROUGH FOR DATA CABLES. M 2835 82ND AVE. SE SUITE S-1 9 DEVICE ELEVATION DETAIL MERCER ISLAND, WA 98040 client 6° UNIVERSITY OF PHOENIX d; DEVICES MOUNTED IN� FIREALARM 2ND FLOOR, SUITE 250 m OPPOSITE SIDES OF WALL STROBE 6840 FORT DENT WAY SHALL NOT SHARE THE SAME _ THERMOSTAT TUKWILA, WA 98168 STUD CAVITY L-I� aproject name & address _ LIGHT SWITCH/CARD READER POWER & 41 COMMUNICATION PLAN sheet title S , g DOOR IN OPEN POSITION EDGE OF FRAME OR END OF E Li y� � 10194 RE TERED e ; REVIEWED FOR AR HITECT o CODE COMPLIANCE o ; o APPROVED Ann EG L STATE OF WAS IN TON. JUL 30 2619 City of Tukwila BUILDING DIVISION seal E Proj. No: 19.0001084 Designer: BMT Drawn By: DM,BK Reviewed By: NO Project Manager: BMT Approved By: AS PIECE CITY OF TUKWILA i JUL 16 2019 A3-1 ALL DIMENSIONS AND CONDITIONS MUST DE CHECKED AND PEPMITCENTER VERPIEDONSITED THE CONTRACT -OR AND p PROJECr MANAGER SHALN LL6 OTITO FFIED INGWRMG OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE LLC 2019 ALL RIGHTS RESERVED DOOR AND FRAME SCHEDULE NUMBER ROOM NAME DOOR FRAME FIRE LABEL HOW. GROUP NOTES SIZE WIDTH HT TYPE MAT. TYPE 200 OPEN WORK AREA T-0" BISJ F I WD I FER-1 HARDWARE TO MATCH B/S TENANT ENTRY DOOR 201 OFFICE 3'-0" B/S F WD FRA 12 PREP FOR CARD READER 202 OFFICE 3'-0" B/S F WD FR-1 12 PREP FOR CARD READER 203 STORAGE T-0" i B/S F WD FR-1 7 204 OFFICE 3'-0" B/S F WD FR-1 I 13 PREP FOR CIPHER LOCK PER SCHEDULE o / z \ DOOR TYPE FLUSH PER SCHEDULE 0 DOOR TYPE + FRAME TYPE FR-1 1 DOOR & FRAME ELEVATIONS A9d SCALE: 1/4"=1'-0" DOOR AND FRAME GENERAL NOTES HARDWARE GROUPS 1. UNDERCUT THE BOTTOMS OF DOORS TO CLEAR THE TOP OF FINISHED FLOOR, BY [1/4"1 INCH MAXIMUM, U.N.O. VERIFY SLAB CONDITIONS GROUP 3 - OFFICE LOCKSET - SINGLE DOOR (interior, locking both sides: AND TRIM EACH DOOR TO FIT CONDITION. WHERE RADICAL key/thumb turn) VARIATIONS IN FLOOR LEVEL EXIST, DOORS SHALL BE ORDERED WITH GROUP 7 - CLOSET DOOR - LOCKING - SINGLE (interior. Locks With key: BOTTOM STILE SIZED TO ACCOMMODATE THESE UNDERCUT outside) CONDITIONS. GROUP 12 - SINGLE DOOR- ELECTRIC STRIKE (unlocks with card reader) 2. CAULK THE JOINT BETWEEN THE FRAME AND WALL, ALL SIDES, WITH PAINTABLE WHITE LATEX CAULK. 3. CONTRACTOR SHALL REVIEW KEYING WITH OWNER PRIOR TO FITTING CYLINDERS. KEY CYLINDERS TO OWNER'S REQUIREMENTS AND BUILDING STANDARDS. 4. AT EXISTING DOORS TO REMAIN OR TO BE REUSED, PATCH/FILL DIVOTS, HOLES, CRACKS, SCRATCHES, GOUGES, ETC. PRIOR TO PRIMING/PAINTING/REFINISHING. CONTRACTOR TO COORDINATE THE REUSE OF EXISTING DOORS, FRAMES, AND HARDWARE AND TO IDENTIFY RELOCATIONS ON THE DOOR SUBMITTAL. S. ALL NEW DOOR HARDWARE IS TO MATCH THE EXISTING MANUFACTURER, STYLE & FINISH. CONTRACTOR IS TO FIELD VERIFY THE EXISTING HARDWARE. 6. ALL DOORS SHALL MATCH BUILDING STANDARDS, U.N.O. 7. ALL FRAMES SHALL MATCH BUILDING STANDARDS, U.N.O. B. COAT HOOKS AT GLASS LIGHT DOORS ARE TO BE MOUNTED ON THE WALL BEHIND THE DOOR, 2'-O" FROM THE DOOR WALL AND 5'-6" ABOVE FLOOR. DOOR STOPS AT DOORS WITH WALL -MOUNTED COAT HOOKS SHALL BE PLACED TO PREVENT DOOR FROM HITTING THE COAT HOOK. GROUP 13 - SINGLE DOOR - ELECTRIC LOCK (unlocks with code/punch lock) / EXISTING GALV. STEEL DEEP LEG STRUCTURE DEFLECTION TRACK. ANCHOR TO STRUCTURE WITH HILTI — X-U (OR XU15) UNIVERSAL KNURLED SHANK POWDER DRIVEN FASTER WITH MIN. 1" EMBEDMENT @ 16" O.C. GALV. (FOLLOW MANUFACTURER'S INSTRUCTIONS). SCHEDULED CEILING TILE & GRID LV yf.3l-- (2) #SO SCREWS GALV. STEEL DEEP LEG DEFLECTION TRACK. ANCHOR TO STRUCTURE WITH HILTI X-U (OR XU15) UNIVERSAL KNURLED SHANK POWDER DRIVEN FASTENER WITH MIN. 1" _ EMBEDMENT @ 16" O.C. STRUCTURE ABOVE (FOLLOW MANUFACTURER'S INSTRUCTIONS). HOLD GYP, FASTENERS BACK 2-1/2" FROM EDGE. EXISTING STRUCTURE // LATERAL BRACING TENANT WALLS (NO CASEWORK) I ( _) S 8' MAX B' MAX W MAX W MAX 8' MAX W MAX 2' MAX j SLOTTED DEEP LEG ^I c DEFLECTION TRACK LATERAL BRACING PER DETAIL METAL STUD NOTES: ABOVE (TYP.) 1. LATERAL BRACING IS TO BE INSTALLED ON TENANT PARTITIONS AT 8 FT. D.C. EXCEPT AT INTERSECTIONS WITH WALLS AT LEAST 4 FT. LONG. (PER TYP. PART. PLAIT) 2. TEMPORARY ATTACHMENT OF PARTITION TOP TRACK TO THE GRID IS PERMITTED TO ALIGN AND SET THE WALL UNTIL PERMANENT BRACING IS PROVIDED. REMOVAL OF THE TEMPORARY HOLDING SCREWS IS UP TO THE DISCRETION OF THE SPECIFIC LOCAL BUILDING OFFICIAL. CONTRACTOR TO VERIFY. 3. PROVIDE BRACING AT ANY PERMANENTLY PARTITION THAT IS NOT ATTACHED TO CEILING GRID. NON-STRUCTURAL METAL FRAMING NOTES AND LIMITING HEIGHTS PARTITION TYPES INDICATED IN THE CONSTRUCTION DOCUMENTS SHALL COMPLY WITH - FOLLOWING CRITERIA FOR NON-STRUCTURAL INTERIOR METAL FRAMING PARTITION SYSTEMS: A. ALL NON-STRUCTURAL STUDS SHALL COMPLY WITH THE MINIMUM GAUGE AND MILS THICKNESS LISTED IN THE CHARTS PROVIDED BELOW: • CONTRACTOR SHALL FIELD VERIFY FRAMING HEIGHTS OF EXISTING STRUCTURES PRIOR TO ORDERING MATERIALS. • SUBSTITUTIONS: CONTRACTOR SHALL SUBMIT SUBSTITUTIONS FOR ARCHITECT'S APPROVAL PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION OF PARTITIONS. B. NON-STRUCTURAL METAL FRAMING LIMITING HEIGHTS ARE BASED ON BUILDINGS WHERE THE HEIGHT FROM FLOOR LEVEL TO THE STRUCTURAL SYSTEMS MAY BE ONE OR MORE OF THE FOLLOWING CONDITIONS: • FLOOR SLAB TO ROOF DECK OF SINGLE STORY BUILDINGS: TYPICAL FRAMING HEIGHT FOR OFFICE/WAREHOUSE/DISTRIBUTION FACILITIES: 24' TO 40'. • MULTI -STORY: STRUCTURAL FLOOR SLAB TO UNDERSIDE OF STRUCTURAL SLAB OF THE FLOOR OR ROOF DECK ABOVE. [21 PARTITION HEAD BRACING DETAILS A9 1 SCALE. NOT TO SCALE C. EXISTING STRUCTURAL DECK 3" SOUND ENCAPSULATED ATTENUATION BLANKET, REQ'D 24" BEYOND BOTH SIDES OF PARTITION @ ACOUSTICAL PARTITION SUSPENDED CLG. TEE 1/4" NEOPRENE COMPRESSIBLE GASKET (CONTINUOUS) BETWEEN STUD TRACK AND CLG (ADHERE TO TRACK) REFER TO REFLECTED CEILING PLAN METAL EDGE TRIM (200-B) FOR MTL STUD SPACING REFER TO STUD SIZE CHART. 1 LAYER, 5/8" GWB, BOTH SIDES. SOUND ATTENUATION BLANKET (FULL STUD DEPTH), REQ'D @ ACOUSTICAL PARTITION. BASE, REFER TO FINISH SCHEDULE FINISH FLOORING, REFER TO FINISH SCHEDULE NOTE: PROVIDE BRACING AT ALL DOOR JAMBS AND AT UNSUPPORTED LENGTHS: ENGTHS OF WALL AT 12' O.C. MAX. SEALANT @ BOTTOM TRACK @ ACOUSTICAL PARTITION ONLY 1C NON -RATED; U.O. CLG - 2 1/2" STUDS �1 PARTITION TYPE 1C -1 SCALE:NA LIMITING HEIGHTS PROVIDED IN THESE CONSTRUCTION DOCUMENTS ARE REFERENCED FROM THE SSMA PRODUCT TECHNICAL GUIDE'S "INTERIOR WALL HEIGHT TABLES" FOR ASSEMBLIES INCLUDED IN THE PROJECT SCOPE. INCREASE METAL STUD GAUGE AND/OR DECREASE METAL STUD O.C. SPACING SO AS NOT TO EXCEED L/240 DESIGN CRITERIA (PER 2015 IBC TABLE 1604.3) WITH 5 PSF LATERAL LOAD (PER 2015 IBC SECTION 1607.14). REFER TO SSMA PRODUCT TECHNICAL GUIDE'S "TABLE NOTES" FOR COMPLETE PROPERTY CRITERIA ASSOCIATED WITH LIMITING HEIGHTS. • FOR COMPOSITE WALL HEIGHTS REFER TO THE " COMPOSITE NON-STRUCTURAL METAL FRAMING (STUD) LIMITING HEIGHT CHART" • FOR NON -COMPOSITE - FULLY BRACED WALL HEIGHTS AS WELL AS WALLS WITH BRACING AT 48" O.C. REFER TO THE" NON -COMPOSITE NON-STRUCTUL METAL FRAMING (STUD) LIMITING HEIGHT CHART" RA PROVIDE LATERAL BRACING OF METAL STUDS TO STRUCTURE AS REQUIRED BY THESE CONSTRUCTION DOCUMENTS, APPLICABLE BUILDING CODES AND THE A.H.J. D. CONTRACTOR SHALL PROVIDE DEFLECTION TRACK FOR TOP RUNNERS OF METAL STUD PARTITIONS THAT EXTEND TO UNDERSIDE OF STRUCTURAL DECK WHERE DEFLECTIONS OF THE STRUCTURAL ROOFING SYSTEM EXCEED 1/2" WHERE PARTITIONS ARE LOCATED. E. STEEL STUD CODING EXAMPLE (UNIVERSAL CODING AS LISTED IN SSMA PRODUCT TECHNICAL GUIDE) EXAMPLE, "600S162-54": 600 = 6" MEMBER DEPTH, S = CS] (STEEL STUD), 162 = 1-5/8" FLANGE WIDTH (1/100 INCH), 54 = CORRESPONDS TO MIL THICKNESS INCHES TO CODE SIZE REFERENCE (SEE STUD SIZE COLUMN BELOW): 2 1/2" = (250); 3 5/8" = (362); 6" = (600); 8" = (800) COMPOSITE NON-STRUCTURAL METAL FRAMING LIMITING HEIGHT CHART — Gaue g &mian Stud Spacing Size O.C. 22 a mm 27gi LIMITING - 0 gail3230 al18 ailA go 490 .3a 54 mil 68 mil HEIGHTS - *Note#1 2-1/2" 24"it 3" lY-2° 12'-7" 12'-5" IT-6" (250) - i6"-i0" IT-11" 14'-5" 14'-3" 14'-9" 12" 14'-2" IT-4" 15'-30" SS'-8" 15'-9" 3-5/8" 24 IT-2' 14'-5" 14 6 IS 3' 16 3 17-8" (362) 16 15'-2' 16'-6" 16 7 17-5' 18 0 19'-7" i2 16-8' 18'-2" 18-3 19 2' I9-7 21'-2" 6„ 24" i6'-4" 21,_3" 21,-6" 22,-3" 25'-7" 27-0" 28'-9" (600) 16" 20'-1" 24'_4" 24'_7" 25'-6" 28' 3" 3W-O" 32'-0" 12" 22'_9" 25'-9" 2T-l" 28'-1" 30'_7" 32-6" 34,-6" 30 6 32'_6" 35'_9' (800) 16' 34 -4 36'_8" 3y,_O" 12" 37 6 (A0,-0, 43'4 * NOTES: 1, COMPOSITE LIMITING HEIGHTS ARE BASED ON A SINGLE LAYER OF 5/8" TYPE X GYPSUM BOARD INSTALLED IN THE VERTICAL ORIENTATION TO BOTH SIDES OF THE WALL OVER FULL HEIGHT USING MINIMUM NO. 6 TYPE "S" DRYWALL SCREWS SPACED A MAXIMUM OF 12" OC FOR STUDS AT 24" SPACING, AND 16" OC FOR STUDS AT 16" AND 12" SPACING. 5 PSF (PER 2015 IBC SECTION 1607,14) AND L/240 (PER 2015 IBC TABLE 1604.3). NON -COMPOSITE NON-STRUCTURAL METAL FRAMING LIMITING HEIGHT CHART Gauge &mil: 25 ga 22 ga 18 mil 27 mil 20 ga 20 ga 30 mil 33 mil 18 ga 16 ga 14 ga 43 mil 54 mil 168 mil Stud Spacing LIMITING HEIGHTS Size O.C. *Note#1 r'-10" 2-1(2"... 24 8 3 n 10'_2" 10'-6" 11'-5"T20`641#V-114# (250) 16" 9'-7",• il_3" 11,_7" 12,_0" 1T_O12" 10'-6"^ 12'-5" IT-9" 13'-2" 1 V-4" 3-5/8" 24" 9'-3" IX-5" ETA" 14'-0" 15'-3" (362) 16" 11'-4" IS'-0" YS'-6" 16'-0" 17'-5" 12" 13'-Y" 16-6" 1T-01T-7" 19'-2" 6„ 24" 17'-6"* IR-10" 20'-6" 22'-10" 24'-6" 26'-2" (600) 16' 21'-6"* 22'-11" 23'-9" 26-1" 28'-0" 30'-0" 12" 24'4"* 25'-2" 26'-2" 28'-9" 30'-10" 33'-0" 28'-8,: 31-1' 33'4' (800) 32'-9" 35'-7" 38'-l" 12° 36'-1" 39,_2" 41'-11" * NOTES: 1. NON-COMPOSTTE MINIMUM LATERAL LOAD 5 PSF (PER 2015 IBC SECTION 1607.14) AND L/240 (PER 2015 IBC TABLE 1604.3) ARE REQUIRED. 2. WEB HEIGHT -TO -THICKNESS RATIO EXCEEDS 200. WEB STIFFENERS ARE REQUIRED AT ALL SUPPORT POINTS AND CONCENTRATED LOADS AND MAY REQUIRE WEB STIFFENERS AT ENDS. REVIEW MANUFACTURER'S REQUIREMENTS FOR FLEXURAL AND DEFLECTION CONTROL. * : REQUIRES WEB STIFFENERS REQUIRED AT ENDS. ^ : HEIGHTS APPLY TO "BRACED AT 48" O.C. METAL FRAMING". REVIEWED FOR # : HEIGHTS APPLY TO "FULLY BRACED METAL FRAMING'. CODE COMPLIANCE APPROVED JUL 30 2019 .�n City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 16 2019 PERIMIT CENTER Rr, 1200 Fifth Ave., Suite 1300 Seattle, WA 98101 (206) 408-8500 www.nelsonworldwide.com consultants Description; No: By: Date: PERMIT REVIEW SET DM/BK 06/27/19 PERMIT SET OF 07/08/19 ® 2835 82ND AVE. SE SUITE S-I r' MERCER ISLAND, WA 98040 client 2ND FLOOR, SUITE 250 6840 FORT DENT WAY TUKWILA, WA 98168 project name & address DOOR SCHEDULE, DOOR & FRAMES, AND PARTITIONS sheet title 10194 RE TIRED A A HtTECT AM EG L STATE OF WAS IN TON c,/01 `f seal Proj. No: 19.0001084 Designer: EMT Drawn By: DM,BK Reviewed By: NG Project Manager: BMT Approved By: AS �a F ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUBCONTRACTORS PRIOR TO PERFORMING THE WORK. THE MU3ECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. NELSON WORLDWIDE, LLC 2019 ALL RIGHTS RESERVED NELSOK Nelco Architecture, Inc. 9 M15 6"0" 12-4- 6-0' ADDITIONAL CROSS TEES MAX MAX MAX WHERE 2`0" X 2`0" GRID OCCURS CROSS TEES AT X-O' OC MAIN BEAMS AT 4'-0` OC 12 GAUGE VERTICAL HANGER WIRES AT 4'-0" OC MAX TYP .12 GAUGE HANGER WIRES e AT PERIMETER TYP ItMAXMAX OR 114 THE (4) DIAGONALBRACE WIRES LENGTH OF THE AT 1210" X 120" GRID MAX, BEAM/CROSS TEE SEE DETAIL WALL ANGLE, TYP WHICHEVER 15 LESS WALL ANGLE, TYP ACOUSTICAL CEILING SUSPENSION SYSTEM, DIAGRAMATIC PLAN Scale: 1/8" = P-O" 12 GAUGE 8" MAX HANGER WIRE OR 1/4 OF LENGTH OF SPLAYED SEISMIC END CHANNEL BRACING WIRE WHICHEVER IS LESS (AT UNATTACHED WALLS) PROVIDE 3/4" CLEAR FROM WALL TO END OF RUNNER SPLICE SHALL BE A RETAINING CLIP THRU CONNECTION (SNAP CONNECTIONS ARE UNACCEPTABLE) HEAVY DUTY MAIN BEAM LAY -IN LIGHT FIXTURE HEAVY DUTY MAIN RUNNER HEAVY DUTY CROSS RUNNER ATTACH FIXTURE HOUSING TO CEILING SYSTEM WITH SELF TAPPING METAL SCREWS ONE AT EACH CORNER HANGER WIRE MAIN RUNNER 1200 Fifth Ave., Suite 1300 Seattle, WA 98101 (206) 408-8500 wwmnelsonworldwide.com NOTES: v1-1-> consultants LATERAL BRACING FOR SUSPENDED CEILING MUST BE PROVIDED PER CURRENT CODES, WHERE CEILING LOADS (INCLUDING LIGHT FIXTURES) ARE TO BETAKEN AS NOT LESS THAN 4# PER SQ. FOOT & NOT SUPPORTING INTERIOR EXPANSION SLEEVE Description: No: By: Date: PARTITIONS. CEILING BRACING SHALL BE PROVIDED BY FOUR No 12 GAUGE WIRES SECURED TO THE MAIN RUNNER INTERSECTION AND SPLAYED 90 DEGREES FROM THE PLANE OF THE CEILING. THESE HORIZONTAL RESTRAINT POINTS PERMIT REVIEW SET DM/BK 06/27/19 SHALL BE IN BOTH DIRECTIONS, WITH THE FIRST POINT WITHIN 4--0'FROM WALL. ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. INSTALL TWO ADDITIONAL WIRES AT PERMIT SET CF 07/08/19 OPPOSITE CORNERS (MAY BE SLACK) OF LIGHT FIXTURE HOUSING AND ATTACHMENT OF CEILING REGISTERS WITH SAME, START OF WIRE TO BE NO LESS THAN 8 INCHES FROM PERIMETER WALL, LIGHT FIXTURE INSTALLATION (2) CEILING SEISMIC JOINT �3 Sole: 3*'= V-W \,t-3 �/ scale: 6" = 1,_0" BRACE 3/4" DIA. RIGID METAL CONDUIT AS SHOWN OR 25 CA STEEL STUDS (ALTERNATIVE) ALTERNATE (180-) DIRECTION STRUCTURE ABOVE EVERY OTHER BRACE. FLATTEN END AND BEND, SCREW To TOP TRACK OF PARTITION WITH SELF -TAPPING SHEET METAL SCREW, SCREW OTHER END TO UNDERSIDE OF STRUCTURE ABOVE. SPACE BRACE AT 4'-0" OC ALTERNATE DIRECTION (180') EVERY BRACE SCREW TO T-BAR WITH 2 #10 SCREWS - - - - - - - - - - - - ACOUSTICAL CEILING TILE ASSEMBLY SCREW C ( ATRATTACHED -At-) E MAIN BEAM EW TIGHTENED THROUGH RESTRICTING SEPARATION FROM WALL MOLDING WALL ANGLE, Z" DEEP AT FREE STANbING SIDE. GRID CONNECTIONS, TYPICAL DETAIL SUSPENDED CEILING SEISMIC BRACING 11tV Scale: 3" = V-O" Sole; 11/2" V-O" COMPRESSION STRUT: ANGLE CLIP - PINNED TO FEEL SECTION WITH L/R RATION OF 200 MAXIMUM, CEILING STRUCTURE AND ATTACH TO MAIN RUNNERS WITH 1/4" MB AND TO BOLTED TO VERTICAL 'SHOT IN ANCHORS NOT ALLOWED FOR BRACING WIRES STRUCTURE WITH 3/16" DIA POWDER -DRIVEN STUD. COMPRESSION BRACE 3/4" COMPRESSION STRUT SHALL NOT REPLACE HANGER WIRE. COMPRESSION STRUT MFR. I MAX. DONN, SEE CEILING BRACING 1A GEN. W IN DETAIL FOR SPACING TYPICAL " SLAB AN REQUIREMENT CONCRETE OR STEEL CONCRETE BLABO. COMPRESSION STRUCTURAL CONCRE EEL DECK STRUT PER SF GEN APPROVAL 301 R-28-2 (SEE GENERAL NOTE 17 FOR WOOD STRUCTURE) TWO 12 GA SPLAY WIRES AT TWO 12 GA. SPLAY WIRES AT 45- PARALLEL TO MAIN TEES HILTI X-U (OR XUIS) 45, PARALLEL TO CROSS TEES UNIVERSAL KNURLED SHANK POWDER DRIVEN FASTENER W/ MIN I" EMBEDMENT @ IEL'OC PER MANUFACTURERS INSTRUCTIONS LOCKING CROSS TEES AT EL STRAP I'. TYPICAL STEEL STRAP I" CEILING CLIP "HIL11" DR 4`0 OC TYPICAL I/- HANGER WIRES WIDE X 2" LONG X EQUIVALENT (12 GAUGE AT 4`0" OC 12 GAUGE MINIMUM X 3/4" WIDE MIN) 4 TIGHT 3 TIGHT CONDUIT SCHEDULE TURNS, MIN TURNS, MIN UP TO 4' LONG: 3/4" DIA CONDUIT 4 TO 5: LONG: I" DIA CONDUIT MAIN TEES 4'-0" D.C. SPLAYED SEISMIC VERTICAL HANGER 5� TO 8 LONG: 1 1/2" DIA CONDUIT BRACING WIRE WIRE WTO 12' LONG: 2" CIA CONDUIT COMPRESSION STRUT DETAIL - 12' MAX 8 CEILING HANGER WIRE TO STRUCTURE '\�3 Sale; 3" = V-D" \,t-.3) Scale; 3" = 1'-0" MTL STUD COMPRESSION STRUT FOR SIZE & NO SEE SCHED BELOW. ATTACH @ PURLIN 4 - #12 GA SEISMIC 'C ABOVE W/ 2#8 SHT MTL SCREWS. SPLAY BRACE WIRES WIRES DO NOT ATTACH TO STIFFENERS. 2 - #12 14 GA SCREWS CREWS @ STUDS TO T-BAR A, j4 TYPICAL 4 .visions MAIN RUNNER 45- TYPICAL JCR DEVELOPMENT CROSS TEE 2835 82ND AVE. SE MAX.HTOFCOM PRESSIONSIRUr SUITE S-1 STUD I SIZE SINGLE STUD DOUBLE STUD 7-7- MERCER ISLAND, WA 1-111: x 11 CA IS 111-81 98040 2-1/2. x '11 GA SS T-T 1I-S' client 3.1/2" x 20 GA SS 7.. 2T-9" 8GOS200-54 1-518.. x 20 CA WC 10..Ol"1r-6"UNIVERSITY OF PHOENIX ATTACH DOUBLE STUD WEB TO RANGE W/ *6 SCREW @ 18" OC 2ND FLOOR, SUITE 250 C1 COMPRESSION STRUT DETAIL - OVER 12- 6840 FORT DENT WAY Scale; 3" = V-O" TUKWILA, WA 98168 REVIEWED FOR project name & address CODE COMPLIANCE APPROVED TYPICAL CEILING DETAILS hL aO 2019 Q�R� REFERENCE ONLY) 1. City Of Tukwila BUILDING DIVISION 10194 RE TE D zD TERIE A HITECTi RECEIVED crfY OF TUKWILA AM EG L n�TATEOFWAS JUL 16 2019 IN TON PERMIT CENTER sea[ LENGTH r REQ STRUTRE;Upp. 1 4' 0 24IN ISSIU20 0410 0:399 1250IU20 350IU20 0.382 11/4' 6- 036IN 40GIU20 0.380 E8., 0 48IN C3 5/-20 0.594 10 0.60IN C3 5/8xC20 0.594 15/8'. - STUDS & PROPERTIES AS LISTED BY M.S.M.A. Proj. No: 19.0001084 Designer: BMT Drawn By: DM,BK Reviewed By: NIS Project Manager: BMT Approved By: AS A9-3 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BYTLIE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WOW. THE PADIECT MANAGER SHALL BE NOTIFIED IN WRITING OF MY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. p NELSON WORLDWIDE, LLC 2019 ALL RIGHTS RESERVED FLII si,, = 21" x 36" / Half we = 12" x 18" / 11",, 17" = NTS