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Permit D18-0185 - EXAMWORKS - INTERIOR UPGRADES, NEW ADMIN ROOM AND OFFICE
EXAMWORKS 16300 CHRISTENSEN RD UNIT355 D18-0185 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 2523049078 16300 CHRISTENSEN RD Unit355 Project Name: EXAMWORKS Permit Number: D18-0185 Issue Date: 7/13/2018 Permit Expires On: 1/9/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: TALON M MANAGEMENT PARTNERS Address: 1450 114TH AVE SE, STE 205 , BELLEVUE, WA, 98004 TALON RIVERVIEW PLAZA LLC 720 OLIVE WAY STE 1020 , SEATTLE, WA, 98101 IRENE CONNOR 3015 112TH AVE NE, STE 205 , BELLEVUE, WA, 98004 DAVIS SCHUELLER INC 4601 CHENNAULT BEACH RD - SUITE 200, MUKILTEO, WA, 98275 DAVISSI105PN Phone: (425) 670-6706 Phone: (206) 775-9400 Expiration Date: 7/1/2020 DESCRIPTION OF WORK: SECOND GENERATION TENANT IMPROVEMENT FOR USE OF THE SAME. INTERIOR UPGRADES INCLUDE NEW ADMIN ROOM AND NEW OFFICE Project Valuation: $26,550.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: NO Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $1,098.67 Occupancy per IBC: Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 0 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature:LC);AA- Date: 7--( J� 6 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 develo• •• - • - it and agree to the conditions attached to this permit. Sig Print Name: I ;� C/ D 'r�U Date: .7/W/?K 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: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 10: 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). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 12: 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. 13: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 31: TO SCHEDULE ALL FIRE INSPECTIONS CALL 206-575-4407. 17: 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) 14: 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) 15: 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) 16: 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) 18: Maintain fire extinguisher coverage throughout. 19: 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) 20: 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) 21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 22: 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) 26: 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) 24: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) (Th 0 23: 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). 27: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.11 of the International Building Code. 28: 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. 25: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 29: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 30: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0406 SUSPENDED CEILING CITY OF TUKCA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Per Project No. Date Application Accepted: Date Application Expires: (For office use on y) 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** King Co Assessor's Tax No.: 252304-9034 Site Address: 16300 CHRISTENSEN ROAD Tenant Name: -. Suite Number: 355 Floor: 3 0VIM W(1 PROPERTY OWNER Name: IRENE CONNOR Address: 3015 112th AVENUE NE, SUITE 205 Name: Phone: (425) 670-6706 Fax: Email: ckang@waremalcomb.com Address: State: tiv4 Zip: 9sp [� City: State: Zip: CONTACT PERSON — person receiving all project communication Name: IRENE CONNOR Address: 3015 112th AVENUE NE, SUITE 205 City: BELLEVUE State: WA Zip: 98004 Phone: (425) 670-6706 Fax: Email: ckang@waremalcomb.com GENERAL CONTRACTOR INFORMATION Company Name: DAVIS SCHUELLER Address: 4601 CHENNAULT BEACH ROAD, STF City: MUKILTEO State: WA Zip: 98275 Phone: (425) 775-9400 Fax: Contr Reg No.: DV S57 to vily Exp Date: Tukwila Business License No.: g s _ o? Y3 i It H:\Applications\Forms-Applications On Line \2011 Applications\Fermit Application Revised - 8-9-11.docx Revised: August 2011 bh New Tenant: ❑ Yes l ..No ARCHITECT OF RECORD Company Name: WARE MALCOMB Architect Name: DAVINA WILLIAMS DUERR Address: 3015 112th AVENUE NE, SUITE 205 City: BELLEVUE State: WA Zip: 98004 Phone: (425) 582-5504 Fax: Email: dduerr@waremalcomb.com ENGINEER OF RECORD A4 Me.nljeinextPr Company Name: Address: (A fl (/ /t.- , i) c(..-; . 7 I E- 1 `ti��t!4u_ i" �� Engineer Name: State: tiv4 Zip: 9sp [� Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater. per RCW6 19 27.095) A4 Me.nljeinextPr Name. o IGi�os Address: (A fl (/ /t.- , i) c(..-; . 7 I E- 1 `ti��t!4u_ i" �� City: State: tiv4 Zip: 9sp [� Page 1 of 4 Valuation of Project (contractor's bid price): $ 26,550 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): THE SCOPE OF THIS PROJECT IS A SECOND GENERATION TENANT IMPROVEMENT FOR USE OF THE SAME. INTERIOR UPGRADES INCLUDE NEW ADMIN ROOM AND NEW OFFICE Will there be new rack storage? ❑ Yes E.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) N/A *For an Accessory dwelling, provide the following: Lot Area (sq ft): N/A Floor area of principal dwelling: N/A Floor area of accessory dwelling: N/A *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: N/A Compact: N/A Handicap: N/A Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 0 Automatic Fire Alarm 0 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to ' Existing Structure New Type of Construction per IBC Type of , Occupancy per IBC l st Floor 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) N/A *For an Accessory dwelling, provide the following: Lot Area (sq ft): N/A Floor area of principal dwelling: N/A Floor area of accessory dwelling: N/A *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: N/A Compact: N/A Handicap: N/A Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 0 Automatic Fire Alarm 0 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOCLkTION — 206-433-0179 Scope of Work (please provide detailed information): NO UTILITY WORK Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #125 D ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑ ...Valley View ❑ .. Renton ❑ ...Sewer Availability Provided 0 .. 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): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report 0 ...Traffic Impact Analysis ❑ ...Bond 0 .. Insurance 0 .. Easement(s) 0 .. Maintenance Agreement(s) 0 ...Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer 0 ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone 0 .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line Domestic Water 0 ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public 0 ...Water Main Extension Public 91 ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation El .. Utility Undergrounding wo # wo # WO # ❑ ...Deduct Water Meter Size Private ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER O AUTHO ED AGENT: Signature: 5 SHI CHEN Print Name: Date: 06/19/2018 Day Telephone: (425) 582-5516 Mailing Address: 3015 112th AVENUE NE, SUITE 205 BELLEVUE WA 98004 City H:\Applications\Forms-Applications On Line \2011 Applications \Permit Application Revised - 8-9-11.docx Revised: August 2011 bh State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS 1 ACCOUNT QUANTITY PermitTRAK PAID $680.31 D18-0185 Address: 16300 CHRISTENSEN RD Unit355 Apn: 2523049078 $680.31 DEVELOPMENT $648.13 PERMIT FEE R000.322.100.00.00 0.00 $643.63 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $32.18 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R14932 R000.322.900.04.00 0.00 $32.18 $680.31 Date Paid: Friday, July 13, 2018 Paid By: TAMARA MALONEY Pay Method: CHECK 2898 Printed: Friday, July 13, 2018 9:14 AM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID $418.36 D18-0185 Address: 16300 CHRISTENSEN RD 350 Apn: 2523049078 $418.36 DEVELOPMENT $418.36 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R14753 R000.345.830.00.00 0.00 $418.36 $418.36 Date Paid: Tuesday, June 19, 2018 Paid By: TALON RIVERVIEW PLAZA LLC Pay Method: CHECK 002279 Printed: Tuesday, June 19, 2018 3:35 PM 1 of 1 SYSTEMS 190 2 INSPECTION NO. INSPECTION RECORD Retain a copy with permit Ol PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 438-9350 Prt: oectxporni works -11g of Ins ection: 15. Zvi lei f ri Address: // /4300 C j� 7 7'eAtre- +v D e Called: Special Instructions: ( � � 3 5 5 Dateanted: g-Z3-Zol ' a.m l pn- Requester: " �'r ?- F v� '�" Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: ‘So Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: �'t\----''-% f/M 0 (4.-S Type of Inspection:rv-7 Address:Q Suite3 #:(�Cii,v— IO„, Contact Person: �� Special Instructions: Permits: Phone No.: 1>< Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: LI Fire Alarm: %' r Hood & Duct: Monitor: -7 IA/(-- Pre -Fire: Permits: Occupancy Type: ,f41) <477 `, k (c- /.ii) tt'(S t (/i/6) <,72-- i -Z C /#1 * -6-77-7_,) C�rJ s L d . ___-- 2- 412 fico CS \/ 6� S \. __I 6-?-. V0 a 10- r./ 6"� T-6 C,\/&-� Needs Shift Inspection: el Sprinklers: LI Fire Alarm: %' r Hood & Duct: Monitor: -7 IA/(-- Pre -Fire: Permits: Occupancy Type: Inspector: ---7,4,7 (^4. Date: qt -L,11‹4 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 2 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit i)IX-OFS PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: o Type of Inspection: 1-11,ft ( Address:Lin e #: (� i �Ltac),ch, Suite#:/OM i ContactPerson: c3s----- Special Instructions: Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Lif=e > Z /i c Fire Alarm: `7'e S (1.-11-7 pN (j) Hood & Duct: Monitor: iiiipe-NrOVemb ri ilr 'F.;ii (t -t• Permits: Occupancy Type: 1< { t o ,f__r ,l,, 4 Apprait v-1\-) r/ r - Niklfr Needs Shift Inspection: '1- \ Sprinklers: Lif=e > Z /i c Fire Alarm: `7'e S (1.-11-7 pN (j) Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1< Inspector: hIA Date: Z /i c Hrs.: / r $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION 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: !ZX AM c'ORRS Type of Inspection: /W4111/ G - Address: /6300 eihVs- rs t/ AD Date Called: Special Instructions: Date Wanted: 'Z-,....6--/ a a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: o b�Yz> c6. ✓4 / /<» -wiJNG-- Inspector: Date: -25--/e REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PCOR ce#DE !2345 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. i' ,—o' 5 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: xt41 l Type of Inspeectio�nn A S �s pe �""'` t 115 Address: IL-3 CO r.kel6 S D -A/ • . 'n' 4 A vuet, Special Instructions: X. _(,_, 3r- an, (T 355 late Wanted: '7-a'4/—` j a.mj Pm. Requester '7�� 5c 7 (izis1 (350.::570_56.6.5„. NApproved per applicable codes. f] Corrections required prior to approval. COMMENTS: 01<— SOSPgA)1,‘D REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. s 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: £i(4-44 XP3RKS' Type of Inspection: i FSM 1 jV 67— Address: 4.3 00 'i it/ RD Date Called: Special Instructions: K it* `� 3/5 50 Vig g55 Date Wanted: -2 -%S p.m. Requester: j'Carr- DAVIS Phone No: 2062-s7 a -5-821' Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0e77tC'A-L ,c,ref.OS /9PPRQVW-Z I4 i bR rR1-1140iG- GU/ 8/4 419/0.1zov'oJ) Inspector: Date: 7-2yi'8 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: 15xArV(1d6(licS Type of Inspection: F -AM rn� ;(ores i6/.306 ChriditUrreW Ral Date Called: LcrRRCAC ore/ 1►- Special Instructions: v6 F ASIN il,N fes' n 4 /klkeA7 C9 rizi . Date Wannteed:a.m: — 2 `e p Re ueste Phone No: 1/25-670-&70C, ellL . Approved per applicable codes. Corrections required prior to approval. COMMENTS: LcrRRCAC ore/ 1►- ellL . l A id' Oar— 0e)r- a - p irs/1 A /i4Ol1/-/T-- Inspector: Date: !V REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit IIS -D if5 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: rcrMi vy� - Type of Inspectio r, Frictievt A,ddr�es�s:q ore/ions tou , Mee_ M el + 355 Special Instructions: Date Wanted: � ri. `7- GR!-?ois, p.m. o 55 *UtleN • !J n4N %LCm►M • NCS o GCC_ Requester: Phone No: Corrections required prior to approval. ratle rg addreJs /6.,_(701" r W,(oN� eI, <2UV\ ikhitiAr /60007. Inspector: Date: ,.24/r REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 2 CPERMIT COORD COPY.O PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0185 PROJECT NAME: Ph P V T M DATE: 06/22/18 "nirlWOrP SITE ADDRESS: 16300 CHRISTENSEN RD STE XXX X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: kC 10--)-94 Building Division Asublic Works t(24 ,w 4w 1✓ 7-3-rg Fire Prevention Ilk Structural L-4)5 1,0 1s -1s Planning Division If ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 06/26/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: DUE DATE: 07/24/18 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 DAVIS SCHUELLER INC Ilorne Espanol Contact Search L&I A -L index Help Safety & Health Claims & Insurance Workplace Rights Washington State Department of 4)Labor & Industries DAVIS SCHUELLER INC Owner or tradesperson Principals SCHUELLER, KENNETH E, PRESIDENT STOCKBURGER, JAMES A, VICE PRESIDENT SCHUELLER, DANETTE, SECRETARY SCHUELLER, KENNETH E, TREASURER DAVIS, BILL E, PRESIDENT (End: 06/26/2014) SCHUELLER, KENNETH E, VICE PRESIDENT (End: 06/26/2014) DAVIS, BARBARA D, TREASURER (End: 06/26/2014) Doing business as DAVIS SCHUELLER INC WA UBI No. 601 273 797 4601 Chennault Beach Rd Suite 200 MUKILTEO, WA 98275 425-775-9400 SNOHOMISH County Business type Corporation Governing persons BARBARA DAVIS BILL E DAVIS, KEN SCHUELLER; DANNETTE SCHULLER; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. DAVISSI105PN Effective — expiration 10/15/1990— 07/01/2020 Bond CBIC Bond account no. SF2518 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 10/31/2003 10/15/2003 Expiration date Until Canceled Page 1 of 3 "f Aced My L&.I Trades & Licensing Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601273797&LIC=DAVISSI105PN&SAW= 7/13/2018 DAVIS SCHUELLER INC Insurance BITCO National Ins Co $1,000,000.00 Policy no. CLP3669681 Received by L&I Effective date 06/18/2018 07/01/2018 Expiration date 07/01/2019 Insurance history - Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&l Tax debts .......... No L&l tax debts ale recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. Account is current. L&I Account ID 588,421-00 Doing business as DAVIS SCHUELLER INC Estimated workers reported Quarter 1 of Year 2018 "51 to 75 Workers" L&I account contact T2 / DALE RIUTTA (360)902-4834 - Email: RIUD235@Ini.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes .. ........................... No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 11/10/2015 Inspection no. 317938271 Location 3600 15th avenue Seattle, WA 98114 Inspection results date 04/02/2014 Inspection no. 316973973 Location 12856 Gateway Dr Tukwila, WA 98168 Violations Violations Page 2 of 3 ©Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601273797&LIC=DAVISSI105PN&SAW= 7/13/2018 \\wma—arch.com\wm\SEA\18\6068\01 \Architectural\Cad\CD\6068_A01.dwg • UAU 1 IUN: If- 11-11 1 -ILL 1 NU 1 .5U x4/ I 1 A KUUULU hi- IN 1 ABBREVIATIONS GENERAL PROJECT NOTES DRAWN BY: & And F.A. Fire Alarm PRCST. Pre -cast LAngle F.B. Flat Bar PL. Plate F.D. Floor Drain P.LAM. Plastic Laminate ® At FDN. Foundation PLAS. Plaster Centerline F.E. Fire Extinguisher PLYWD. Plywood Diameter or Round F.E.C. Fire Extinguisher Cab PR. Pair Pound or Number # F.H.C. Fire Hose Cabinet PT. Point (E) Existing FIN. Finish P.T.D Paper Towel Dispenser FL. Floor P.T.D/R Combination Paper Towel ACOUS Acoustical FLASH. Flashing PTN. Partition A.D. Area Drain FLUOR. Fluorescent P.T.R. Paper Towel Receptacle ADJ. Adjustable F.O.C. Face of Concrete P.J. Panel Joint AGGR. Aggregate F.O.F. Face of Finish AL. Aluminum F.O.M. Face of Mullion Q.T. Quarry Tile F.O.SH. Face of Sheathing APPROX. Approximate R. Riser ARCH. Architectural FPRF. Fireproof RAD. Radius F.S. Full SizeRDER ASB. Asbestos R.D.RD. Roof Drain ASPH. Asphalt FT. Foot or Feet REF. Reference FTG. Footing REFR. Refrigerator BD. Board FURR. Furring RGTR. Register BITUM. Bituminous FUT. Future REINF. Reinforced BLDG. Building REQ. Required BLK. Block GA. Gauge RESIL. Resilient BLKG. Blocking GALV. Galvanized RM. Room BM. Beam G.B. Grab Bar R.O. Rough Opening B.O.C. Bottom of Concrete GL. Glass GND. Ground RWD. Redwood B.O.M. Bottom of Mullion R.W.L. Rain Water Leader B.O.P. Bottom of Panel GR. Grade B.O.R. Bottom of Reveal GYP. Gypsum S. South BOT. Bottom H.B. Hose Bibb SAF Self Adhered Flashing H.C. Hollow Core S.C. Solid Core CAB. Cabinet HDWD. Hardwood S.C.D. Seat Cover Dispenser C.B. Catch Basin SCHED. Schedule HDWE. Hardware CEM. Cement H.M. Hollow Metal S.D. Soap Dispenser CER. Ceramic SECT. Section HORIZ. Horizontal C.I. Cast Iron HR. Hour SH. Shelf C.G. Corner Guard HGT. Height SHR. Shower CLG. Ceiling SHT. Sheet CLKG. Caulking SIM. Similar I.D.Inside Diameter (Dim.) CLO. Closet S.N.D. Sanitary Napkin Disp. INSUL. Insulation Napkinp CLR. Clear S.N.R. Sanitary Recept. C.O. Cased Opening INT. Interior SPEC. Specification COL. Column Jan. Janitor SQ. Square C.O.M. Center of Mullion S.ST. Stainless Steel JT. Joint CONC. Concrete KIT. Kitchen S.SK. Service Sink CONN. Connection K.O. Knock Out STA. Station CONSTR. Construction STD. Standard CONT. Continuous STL. Steel C.O.R. Center of Reveal LAB. Laboratory LAM. Laminate STOR. Storage CORR. Corridor STRL. Structural CTSK. Countersunk LAV. Lavatory SUSP. Suspended CNTR. Counter LKR. Locker SYS. Symmetrical CTR. Center LT. Light TRD. Tread DBL. Double T.B. Towel Bar MAX. Maximum T.C. Top of Curb DEPT. Department M.C. Medicine TEL. Telephone D.F. Drinking Fountain MECH. Mechanical • DET. Detail TER. Terrazzo MEMB. Membrane •• T. & G. Tongue and Groove DIA. Diameter MET._ .. Metal THK. Thick DIM. Dimension MFR. Manufacturer T.O.C. Top of Concrete P DN. Down MH. MH. Manhole T.O.P. To of Panel MIN. Minimum T.O.R. Top of Reveal D.O. Door Opening p g MIR. Mirror T.O.RC. Top of Deep Recess DR. Door MISC. Miscellaneous T.O.M. Top of Mullion DWR. Drawer M.O. Masonry Opening T.O.W. Top of Wall DS. Downspout P MTD. Mounted T.P. Top of Pavement D.S.P. Dry Standpipe MUL. Mullion T.P.D. Toilet Paper Dispenser DWG Drawing T.V. Television E. East N. North T.W. Top of WaII EA. Each N.I.C. Not In Contract TYP. Typical E.J. Expansion Joint NO. Number UNF. Unfinished EL. Elevation NOM. Nominal U.O.N. Unless Otherwise Noted ELEC. Electrical N.T.S. Not To Scale UR. Urinal ELEV. Elevator VERT. Vertical EMER. Emergency O.A. Overall VEST. Vestibule ENCL. Enclosure OBS. Obscure E.P. Electrical Panelboard O.C. On Center W West EQ. Equal O.D. Outside Diameter (Dim.) W/ With W C• Water Closet EQPT. Equipment OFF. Office Wood WD. Without E.W.C. Electric Water Cooler OPNG. Opening EXST. Existing OPP. Opposite W/0 EXPO. Exposed WPM Waterproofing Membrane WRB Wheather/Water EXP. Expansion9. EXT. Exterior Resistive Barrier WSCT. Wainscot WT. Weight GENERAL NOTES: JOB SITE NOTES: 1. ALL WORK SHALL BE PERFORMED SO AS TO COMPLY WITH ALL LEGAL, INDUSTRY 1. WHERE EXISTING TENANTS/BUSINESSES ARE ADJACENT TO THE JOB SITE/TENANT, AND PROJECT -SPECIFIC REQUIREMENTS AND STANDARDS INCLUDING WITHOUT THE CONTRACTOR SHALL MINIMIZE CONSTRUCTION NOISE - EXTREMELY NOISY LIMITATION OF THE FOLLOWING: CONSTRUCTION SHALL OCCUR AT NON -TYPICAL BUSINESS HOURS. CONTRACTOR SHOULD NOTIFY BUILDING REPRESENTATIVE OF SPECIAL CIRCUMSTANCES IN ADVANCE PRIOR TO WORK. A. ALL APPLICABLE BUILDING CODES B. ALL APPLICABLE SPECIALTY CODES INCLUDING THE MOST CURRENT ISSUES AND 2. THE CONTRACTOR AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AND SUPPLEMENTS SURROUNDING AREA FREE FROM DUST AND DEBRIS. THE WORK SHALL BE IN C. THE PROJECT MANUAL AND ASSOCIATED SPECIFICATIONS CONFORMANCE WITH THE AIR AND WATER POLLUTION CONTROL STANDARDS AND D. THE MANUFACTURER'S REQUIREMENTS OR RECOMMENDATIONS REGULATIONS OF THE STATE DEPARTMENT OF HEALTH. E. ALL APPLICABLE LANDLORD BUILDING STANDARDS 3. CONSTRUCTION DEBRIS AND WASTES SHALL BE DEPOSITED AT AN APPROPRIATE SITE. THE CONTRACTOR SHALL INFORM THE BUILDING REPRESENTATIVE OF THEAZA 2. IN USING THESE PLANS FOR BIDDING OR CONSTRUCTION PURPOSES, ALL LOCATION OF DISPOSAL SITES. CONTRACTORS ARE REQUIRED TO REVIEW AND TREAT THEM AS A WHOLE IN TO IDENTIFY ALL REQUIREMENTS THAT DIRECTLY OR INDIRECTLY AFFECT 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL CLEANING OF THE JOB THEIR PORTION OF THE WORK, EVEN REQUIREMENTS LOCATED IN SECTIONS AFTER ITS COMPLETION. WHERE APPLICABLE, CLEANING SHALL INCLUDE, BUT DESIGNATED AS APPLICABLE TO OTHER TRADES OR IN DOCUMENTS PROVIDED BY NOT BE LIMITED TO, THE EXTERIOR AND THE INTERIOR OF THE BUILDING, THE OTHER MEMBERS OF THE PROJECT DESIGN TEAM. UNLESS EXPRESSLY PROVIDED PATH OF TRAVEL TO THE JOB SITE, PARKING LOTS, ELEVATORS, LOBBIES, AND OTHERWISE, THE INTENT IS TO INCLUDE ALL LABOR, MATERIALS, PRODUCTS AND CORRIDOR CARPETS. SERVICES NECESSARY OR APPROPRIATE FOR THE COMPLETED PROJECT AS CALLED FOR OR REASONABLY IMPLIED FROM THE PLANS AND SPECIFICATIONS 5. THE CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION, WHERE REQUIRED PROVIDED BY THE PROJECT'S DESIGN TEAM. IN CASE OF CONFLICTS OR PER STATE AND LOCAL CODES. OMISSIONS, THE AFFECTED CONTRACTOR IS REQUIRED TO EITHER OBTAINU DIRECTION FROM AN APPROPRIATE REPRESENTATIVE OF THE OWNER, OR 6. IF TRENCHES OR EXCAVATIONS 5 -0 OR MORE IN DEPTH ARE REQUIRED, OBTAIN OTHERWISE TO APPLY THE MORE STRINGENT OR COSTLY STANDARD. ISSUANCE OF A BUILDING OR GRADING PERMIT. 3. IN INTERPRETING THESE PLANS, THE FOLLOWING GENERAL RULES APPLY: 7. NO HAZARDOUS MATERIALS SHALL BE USED OR STORED WITHIN THE BUILDING WHICH DOES NOT COMPLY WITH THE LOCAL FIRE AUTHORITY AND STATE & COUNTY REQUIREMENTS. A. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS B. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES 8. CONTRACTOR SHALL BE RESPONSIBLE FOR BLOCKING OFF SUPPLY AND RETURN AND TYPICAL DETAILS AIR GRILLES, DIFFUSERS & DUCTS TO KEEP DUST FROM ENTERING INTO BUILDING C. WORK NOT PARTICULARLY SHOWN OR SPECIFIED SHALL BE THE SAME AS AIR DISTRIBUTION SYSTEMS. SIMILAR PARTS THAT ARE SHOWN AND SPECIFIED D. WORK SHOWN AS "NIC" IS FOR REFERENCE ONLY AND THE RESPONSIBILITY OF 9. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE THE CONTRACTOR ONLY TO THE EXTENT THAT THIS WORK MAY REQUIRE SOME SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. REASONABLE PROTECTION OR COORDINATION EFFORTS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE BUILDING AND SITE WHILE JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED. 4. THESE PLANS AND SPECIFICATIONS ARE INTENDED TO REPRESENT ONLY THE FINISHED CONSTRUCTION. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION AND DEMOLITION MEANS, METHODS, TECHNIQUES, SEQUENCES AND DRAWING NOTES: PROCEDURES INCLUDING ANY AND ALL SAFETY PRECAUTIONS AND PROGRAMS, AND SHALL INDEMNIFY TO THE FULLEST EXTENT ALLOWED BY LAW THE OWNER 1. UNLESS OTHERWISE NOTED OR INDICATED, ALL DIMENSIONS ON THESE DOCUMENTS AND THE PROJECT DESIGN TEAM FROM AND AGAINST ANY AND ALL RELATED SHALL BE TO FACE OF CURB, FACE OF CONCRETE OR MASONRY, FACE OF FINISH CLAIMS AND LIABILITY. OR CENTERLINE OF GRIDS. 5. THESE PLANS AND SPECIFICATIONS ARE INTENDED TO SET FORTH THE 2. ALL VERTICAL DIMENSIONS SHOWN ARE FROM FLOOR SLAB U.O.N. REQUIREMENTS FOR CONSTRUCTION IN ONLY AN INDUSTRY -STANDARD LEVEL OF QUALITY AND DETAIL, AND THEY ARE INTENDED TO BE SUPPLEMENTED BY 3. DIMENSIONS SHOWN IN FIGURES TAKE PRECEDENCE OVER DIMENSIONS SCALED APPROPRIATE REQUESTS FOR INFORMATION (RFIs). ERRORS AND OMISSIONS ARE FROM DRAWINGS. LARGE SCALE DRAWINGS AND DETAILS TAKE PRECEDENCE OVER TO BE EXPECTED AND ANTICIPATED, AND ALL CONTRACTORS ARE REQUIRED TO SMALLER SCALE DRAWINGS. CAREFULLY REVIEW THESE PLANS FOR ERRORS AND OMISSIONS AND TO BRING THESE ERRORS AND OMISSIONS TO THE ATTENTION OF AN APPROPRIATE OWNER 4. THE TERM ALIGN , AS USED IN THESE DOCUMENTS, SHALL MEAN TO "ALIGN" REPRESENTATIVE INA TIMELY MANNER; AND ANY CONTRACTOR WHO FAILS TO DO ACCURATELY LOCATE FINISHES IN THE SAME PLANE. SO BEFORE BIDDING OR OTHERWISE PROCEEDING ASSUMES THE RISK OF ANY CONSEQUENCES.I 5. "TYPICAL"AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS THE SAME OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS THROUGHOUT, U.O.N. 6. SCALED DIMENSIONS SHOULD BE CONSIDERED ONLY APPROXIMATE; AND IN ANY EVENT ALL CONTRACTORS PROCEED AT THEIR OWN RISK IF THEY FAIL TO VERIFY "TYPICAL" 6. DETAILS ARE USUALLY KEYED AND NOTED TYPICAL ONLY ONCE, WHEN THEY AND FIELD MEASURE DIMENSIONS BEFORE PROCEEDING WITH ANY AFFECTED FIRST OCCUR AND ARE REPRESENTATIVE OF ALL SIMILAR CONDITIONS PROCUREMENT, FABRICATION OR CONSTRUCTION. THROUGHOUT, U.O.N. 7. PLANS ARE TO BE CONSIDERED DIAGRAMMATIC IN NATURE AND INTENDED ONLY 7. COLUMN CENTERLINES (GRID LINES) ARE SHOWN FOR DIMENSIONING PURPOSES. TO DEMONSTRATE THE RELATIONSHIP AMONG COMPONENT PARTS, AND NOT TO g WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF DEPICT SPECIFIC LOCATIONS.. THE WORK, THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK IN 8. CONTRACTOR RFI's ARE INTENDED TO OBTAIN INFORMATION NOT AVAILABLE FROM THE SAME BUILDING. THE PLANS AND SPECIFICATIONS. RFI's WILL NOT BE PROCESSED THAT CAN BE ANSWERED BY A REVIEW OF THESE DOCUMENTS, THAT REQUEST DIMENSIONS INTERIOR / EXTERIOR NOTES: THAT CAN BE OBTAINED FROM THE PLANS BY MATHEMATICAL CALCULATION THAT ARE IN EFFECT A SUBSTITUTION SUBMITTAL, OR THAT SEEK DIRECTION 1. WHERE ELECTRICAL, MECHANICAL AND/OR PLUMBING ITEMS, SUCH AS LIGHTS, CONCERNING CONSTRUCTION MEANS AND METHODS OR SAFETY PRECAUTIONS. DUCTS, PIPING, DOWNSPOUTS, ETC. ARE TO PENETRATE ANY BUILDING FOOTINGS, WHERE APPROPRIATE, RFI's SHOULD BE SPECIFIC AS TO WHICH PORTION OF THE SLABS, FLOORS, STRUCTURAL FRAMING, WALL PARTITIONS, CEILINGS, ETC., IT IS PLANS AND SPECIFICATIONS NEEDS CLARIFICATION, AND WHAT INFORMATION IS REQUIRED THAT AN APPROPRIATELY SIZED OPENING OR CLEARANCE BE REQUIRED. FURNISHED. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL ITEMS WITH THE CONSTRUCTION DOCUMENTS PRIOR TO THE INSTALLATION OF NO DEVIATIONS OR OMISSIONS FROM THE REQUIREMENTS OF THE PLANS AND STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WORK. ANY CONFLICT OR � DISCREPANCY WITHIN CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE SPECIFICATIONS PROVIDED BY THE PROJECTS DESIGN TEAM ARE ALLOWED WITHOUT THE EXPRESSED AUTHORIZATION OF AN APPROPRIATE OWNER ARCHITECTS ATTENTION FOR CLARIFICATION. REPRESENTATIVE, AND THE RESPONSIBLE CONTRACTOR WILL INDEMNIFY AND HOLD wa s �¢ P ro DATE RIV1 III SUI 355 ( 16300 C R1S NS N ROAD KW 1 A WAS !NG ION 98188 e Permit FD ROJ ECT DATA SHEET I. BUILDING DEPARTMENT: ARCHITECTURAL ( s SHEETS ) CITY OF TUKWILA, WASHINGTON BUILDING CODES: 2015 INTERNATIONAL BUILDING CODE - WAC 51-50 A0.1 TITLE SHEET A0.2 GENERAL NOTES 2015 INTERNATIONAL EXISTING BUILDING CODE - WAC 51-50-480000 2015 INTERNATIONAL MECHANICAL CODE - WAC 51-52 2017 WASHINGTON CITIES ELECTRICAL CODE - NEC NFPA 70-2017 2015 INTERNATIONAL FIRE CODE - WAC 51-54 2015 WASHINGTON STATE ENERGY CODE - WAC 51-11 2015 UNIFORM PLUMBING CODE AND STANDARDS -WAC 51-56 AND WAC 51-57 2009 ICC A117.1 - ANSI • A0.3 ACCESSIBILITY NOTES & DETAILS A1.1 THIRD FLOOR - OCCUPANCY AND EGRESS A21 DEMOLITION FLOOR, DEMOLITION CEILING, • CEILING, POWER & SIGNAL AND FINISH A3.1 DETAILS ELE COPY 11 � �� ( PLAN FLOOR, REFLECTED PLANS D I 8 5 - OCCUPANCY CLASSIFICATION- PER IBC CHAPTER 3 (SECTION 302) - B l FIRE PARTITION: PER IBC CHAPTER 7 - N/A Pari r°.��ot�l is to errors and omissions. review approvalsubject Approval cf construction documents doss not authorize TYPE OF CONSTRUCTION' PER IBC CHAPTER 6 (SECTION 602) - V -B �'�`` " violationany adopted code or ordinance. Receipt t�;;) of 0;� C't8d Flol d and Cond•. ons is BGkno'edged: B ;' f ByP. /�� SPRINKLERED: YES' Date: NUMBER OF STORIES: 3 ABOVE GROUND ASSESSOR'S PARCEL NO.: 252304-9078 city of Tukwila BUILDING DIVISION ELECTRICAL PROJECT SCOPE THE SCOPE OF THIS PROJECT IS A SECOND GENERATION TENANT IMPROVEMENT FOR USE OF THE SAME. INTERIOR UPGRADES INCLUDE NEW ADMIN ROOM AND NEW OFFICE. TENANT OCCUPANCY: OFFICE (B) 1,619 S.F. BIDDER DESIGN UNDER SEPARATE PERMIT ( ) RSIDi „�G be 1140 Chan shall made to the scope I Of .torte ;F te?:lt,t't pr r�i approval of u ,- , ,{,uFf }n Division_ Building i .0 Fa: F=� �• 1s;cns will require a new plan suomiaal may include ad;��ona! plan review fees. i p j SYMBOLS HARMLESS THE OWNER AND THE PROJECT DESIGN TEAM FROM AND AGAINST THE 2. CONTRACTOR, ALONG WITH MECHANICAL CONTRACTOR, SHALL PROVIDE AND CONSEQUENCES OF ANY UNAUTHORIZED DEVIATIONS OR OMISSIONS. SUBSTITUTION LOCATE ACCESS DOORS/PANELS IN WALL & CEILING CONSTRUCTION AS REQUIRED SUBMITTALS WILL BE CONSIDERED ONLY IF THE PROPOSED SUBSTITUTION TO PROVIDE ACCESS TO MECHANICAL, FIRE SPRINKLER, PLUMBING & ELECTRICAL IMPROVES THE QUALITY OF THE PROJECT TO THE OWNER; AND IN NO EVENT WILL WORK. CONTRACTOR SHALL SUBMIT A PLAN OF ALL PROPOSED ACCESS PANEL THE OWNER BE REQUIRED TO AUTHORIZE A SUBSTITUTION THAT IS NOT EQUAL IN LOCATIONS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. _and MECHANICAL A QUALITY TO WHAT IS SPECIFIED. 3. ALL PENETRATIONS AT RATED CONSTRUCTION SHALL BE PROTECTED TO MAINTAIN BIDDER DESIGN (UNDER SEPARATE PERMIT) PLUMBING INTERIOR ELEVATION VIEW ALIGN ELEVATION REFERENCE 10. DESIGN/BUILD CONTRACTOR SUBMITTALS WILL BE REVIEWED BY THE PROJECT RATING. DESIGN TEAM, IF AT ALL, ONLY FOR CONFORMANCE WITH THE AESTHETIC INTERIOR D ASPECTS AND MAJOR SPACE LIMITATIONS OF THE PROJECT; AND EACH 4. WHERE OCCURS, CONTRACTOR SHALL PATCH ANY EXISTING WALLS AND/OR B OFFICE ALL SHEET NUMBER ROOM NAME DESIGN/BUILD CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: CEILINGS AS NEEDED TO REFURBISH THE LEASE SPACE AND REPAIR BY OFFICE DAMAGES CAUSED CONTRACTOR. 0000 C A. PREPARING ALL THE ENGINEERING AND OTHER DRAWINGS AND SPECIFICATIONS ROOM NUMBER FOR THE COMPONENTS OF ITS DESIGN/BUILD UNDERTAKING. 5. INTERIOR WALLS AND CEILINGS SHALL BE INSTALLED IN ACCORDANCE TO STATE & WALL MATERIAL TYPE LOCAL CODES, INCLUDING REQUIREMENTS FOR FLAME SPREAD AND SMOKE P B. COMPLYING WITH THE PROJECT'S REQUIREMENTS AND SPACE LIMITATIONS. DENSITY RATINGS FOR FINISH MATERIALS. TYPE NUMBER C. COORDINATION AND INTERFACING WITH OTHER TRADES AND CONSULTANTS. DOOR NUMBER D. OBTAINING ANY REQUIRED OR APPROPRIATE APPROVALS FROM AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. 6. WHEN USED, ALL NOISE BARRIER BATTS (SOUND INSULATION) AND INSULATION BATTS SHALL BE NON-COMBUSTIBLE AND SHALL NOT CONTAIN OR UTILIZE 101 FLOOR MATERIAL TYPE E. HAVING THEIR DESIGN CONSULTANTS SERVE AS THE PROFESSIONAL OF RECORD C OZONE DEPLETING COMPOUNDS. 1 TYPE NUMBER FOR THE PORTIONS OF WORK WHICH THEY DESIGN. EXISTING DOOR MISC. MATERIAL TYPE 11. AT THE CONCLUSION OF THE CONSTRUCTION, EACH PRIME CONTRACTOR SHALL 7. ALL NEW CONSTRUCTION MATERIALS SHALL BE 100% ASBESTOS -FREE. PROVIDE SUCH WRITTEN CERTIFICATION THAT THE CONSTRUCTION HAS BEEN BIDDER DESIGN (UNDER SEPARATE PERMIT) ISE ; # } E pL�� IT REQUIRED i=OR. �lechaniral Cfectricaf ,h��Pfumbfng Ud'Gas Piping City of Tukwila BL°(i,lisla DIVISION FIRE PROTECTION PL v TYPE NUMBER PERFORMED IN COMPLIANCE WITH THE PROJECT'S APPROVED PLANS AND SPECIFICATIONS AS THE BUILDING OFFICIAL WITH JURISDICTION OVER THE PROJECT MAY REQUIRE, OR AS THE OWNER MAY REASONABLY REQUEST. �-'� DETAIL REFERENCE XXX KEYNOTE INDICATOR 12. VERSIONS OF THESE PLANS PROVIDED IN ANY ELECTRONIC FORM ARE SUBJECT i TO THE SAME PROVISION AS THE OTHER INSTRUMENTS OF SERVICE PREPARED BY �,_� SHEET NUMBER Mir OR ON BEHALF OF THE PROJECT DESIGN TEAM, INCLUDING WITHOUT LIMITATION ® FINISH INDICATOR THEIR COMMON LAW, STATUTORY OR OTHER RESERVED RIGHTS, INCLUDING REFERENCE COPYRIGHTS. A RECIPIENT IS GRANTED AT MOST A TRANSFERABLE SOLELY PURPOSES; DETAIL SECTION Q NONEXCLUSIVE LICENSE TO REUSE THE PLANS FOR PROJECT AND NO RECIPIENT IS AUTHORIZED TO USE OR TO ALLOW THE USE OF ALL OR SHEET NUMBER REVISION ANY PORTION OF THESE PLANS FOR ANY OTHER PURPOSE, AND ANY OTHER USE FOR ANY OTHER PURPOSE COULD CONSTITUTE ACTIONABLE PLAGIARISM. ANY ELECTRONIC DOCUMENTS WILL BE PROVIDED IN THE RESPONSIBLE DESIGN BIDDER DESIGN (UNDER SEPARATE PERMIT) DETAIL SECTION REFERENCE PROFESSIONAL'S STANDARD FORMATS AND CONVENTIONS AND WITH NO GUARANTEE OF THE ABSENCE OF VIRUSES OR OTHER HARMFUL MATERIAL, OR OF SHEET NUMBER FIRE EXTINGUISHER CABINET o W/ FIRE EXTINGUISHER COMPATIBILITY WITH ANY RECIPIENT'S SOFTWARE OR HARDWARE SO THAT ANY USE WITH OR CONVERSION TO THE OTHER FORMS OR CONVENTIONS, OR THE USE WITH ANY PARTICULAR SOFTWARE OR HARDWARE, IS AT THE RECIPIENT'S SOLE REVIEWED FOR CODE COMPLIANCE APPROVED EXTERIOR ELEVATION REFERENCE o WALL -MOUNTED FIRE RISK. EXTINGUISHER SHEET NUMBER VICINITY MAP PROPERTY MANAGER ARCHITECT JUL os 2010 City of Tukwila BUILDING DIVISION TALON M MANAGEMENT PARTNERS WARE COMB RECEIVED D CITY OFTUKWILA JUN 1 9 2018 PERMIT CENTER rn 1450 114TH AVE SE STE 205 TAMARA MALONEY BELLEVUE, WA 98004 PH: (425) 289-4900 IRENE CONNOR G S � SOu CENTER �� � tmaloney©talon-m.com 3015 112TH AVENUE NE, SUITE 205 PH: (425) 670-6706 BELLEVUE. WASHINGTON. 98004 iconnor@waremalcomb.com .,1 . •ARKWAY La Q EFERRED SUBMITTALS: Q a_ o_ 0 0 DAlai D ix 0 oCRL r EN RIt - �► DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEERS OF RECORD WHO SHALL REVIEW AND PROVIDE NOTATION INDICATING DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE WITH THE BUILDING DESIGN. SUBMITTAL MATERIALS SHALL INCLUDE PLANS, DETAILS AND CALCULATIONS PREPARED AND SIGNED BY A STATE REGISTERED ENGINEER. CONTRACTOR SHALL SUBMIT ARCHITECT AND ENGINEER REVIEWED SUBMITTAL MATERIALS TO THE BUILDING OFFICIAL FOR REVIEW AND PERMIT APPROVAL. DEFERRED SUBMITTAL o a"� PRIOR TO OBTAINING THE BUILDING OFFICIAL'S APPROVAL OF THE SUBMITTAL. .. ITEMS SHALL NOT BE INSTALLED EVANS BLACK DR. o a ccw N BAKER BLVD. z z -< MI NO SCALE PROJECT SITE 0 N c z 0 I1 bca coal 25.774.8219 s� w M (f) i- 0 coc° � �w o O QWZ E��Q �=Q WV J O Y WEt � TITLE SHEET REMARKS DRAWN BY: P.C.P. JOB NO.: SEA18-6068-01 DATE REMARKS ISSUED FOR CLIENT REVIEW PERMIT SUBMITTAL DATE N CaCD s N 2018.06.18 PA / PM: I. CONNOR DRAWN BY: P.C.P. JOB NO.: SEA18-6068-01 SHEET A0.1 Fri, 15 Jun 2018 \\wma—arch.com\wm\SEA\18\6068\01 \Architectural\Cad\CD\6068_A02.dwg UAU HUN: hLL I NUI ,5U x421 I I I5 A kLUUULU PI -<IN DEMOLITION N REMARKS FINISH NOTES CEILING NOTES JOB NO.: FIRE AUTHORITY NOTES PRE -CONST. MEETING FLOOR PLAN N DATE 1. DRAWINGS OF EXISTING CONDITIONS HAVE BEEN COMPILED FROM EXISTING DATA SUPPLIED BY THE OWNER TO THE ARCHITECT. THE ARCHITECT MAKES NO WARRANTY, EITHER EXPRESS OR IMPLIED, FOR THE ACCURACY OF THE COMPLETENESS OF THE EXISTING INFORMATION RECORDED. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE IN THE COURSE OF THE DEMOLITION WORK. 2. VERIFY LOCATIONS OF EXISTING MECHANICAL, PLUMBING AND ELECTRICAL UTILITIES. LOCATE AND PROTECT UTILITIES TO REMAIN. DISCONNECT, REMOVE BACK TO NEAREST JUNCTION BOX OR PANEL, AS REQUIRED, AND CAP DESIGNATED UTILITIES WITHIN THE DEMOLITION AREA. REFER TO THE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFO. 3. EXISTING ELECTRICAL AND TELEPHONE OUTLETS LOCATED ON DEMOLISHED WALLS ARE TO BE REMOVED INCLUDING CONDUIT AND WIRING BACK TO JUNCTION BOX. LOCATIONS ARE TO BE PATCHED AND REPAIRED TO BE FLUSH WITH ADJACENT WALL SURFACE. 4. WHERE PLUMBING FIXTURES ARE BEING REMOVED OR WHERE EXPOSED PLUMBING PIPES OCCUR, CAP LINES BEHIND FINISHED SURFACES. PATCH AND REPAIR AS REQUIRED.4.4. 5. ALL EXISTING CONSTRUCTION WHERE INDICATED INCLUDING ELECTRICAL, TELEPHONE, PLUMBING AND MECHANICAL DEVICES NOT OTHERWISE INDICATED ON THESE CONSTRUCTION DRAWINGS SHALL BE REMOVED INA CAREFUL MANNER SO AS NOT TO DAMAGE ADJOINING CONSTRUCTION. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTINGARCHITECT. UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF HIS WORK. 7. ALL EXISTING BUILDING UTILITIES SHALL REMAIN IN OPERATION DURING CONSTRUCTION. PROVIDE REROUTING OF UTILITIES SERVING ADJACENT AREAS THAT ARE TO MAINTAIN UNINTERRUPTED SERVICE. ANY TEMPORARY SUSPENSION OF SERVICE SHALL BE COORDINATED AND APPROVED BY THE FACILITY MANAGER, NOT LESS THAN 24 -HOURS IN ADVANCE. 8. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL UTILITY COMPANIES UNLESS OTHERWISE NOTED IN THE PLANS AND SPECIFICATIONS. 9. THE DEMOLITION PLAN KEYNOTES ARE DIAGRAMMATIC AND GENERAL IN NATURE. THE INTENT IS TO ILLUSTRATE THE COMPLETE DEMOLITION OF THE SPACES INDICATED UNLESS NOTED OTHERWISE. FIELD VERIFICATION OF EXISTING CONDITIONS AND SPECIFIC QUANTITIES IS THE RESPONSIBILITY OF THE CONTRACTOR. 10. REMOVAL AND DISPOSAL OF DEMOLITION DEBRIS IS THE RESPONSIBILITY OF THE CONTRACTOR. VERIFY THE HAULING ROUTE THROUGH THE BUILDING, THE DEMOLITION STAGING AREA, AND THE LOCATION OF THE DUMPSTERS WITH THE OWNER PRIOR TO THE START OF DEMOLITION. DISPOSAL OF RUBBISH SHALL BE DONE IN A LEGAL MANNER. 11. THE OWNER RESERVES THE RIGHT TO SALVAGE ANY DEMOLISHED ITEM. VERIFY ITEMS TO BE SALVAGED WITH THE OWNER PRIOR TO THE START OF DEMOLITION. REMOVE, PROTECT, CLEAN, REPAIR FOR REUSE AND TURN OVER SUCH ITEMS AS DIRECTED BY THE OWNER. 12. IN ORDER TO INSTALL SOME OF THE NEW WORK (INCLUDING, BUT NOT LIMITED TO MECHANICAL, PLUMBING OR ELECTRICAL) IT WILL BE NECESSARY FOR THE CONTRACTOR AND HIS SUBCONTRACTORS TO REMOVE AND REPLACE (OR REFINISH)EXISTING WALLS, FLOORS, OR CEILING IN THE AREAS OF THE BUILDING NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL INCLUDE ALL RELATED COSTS IN HIS BASE BID, WHETHER SHOWN ON THESE PLANS OR NOT. 13. PROTECT ADJACENT SPACES NOT SCHEDULED FOR DEMOLITION. PATCH AND REPAIR DAMAGED FINISHES, ITEMS AND FIXTURES TO REMAIN AND/OR REPLACE IN KIND TO MATCH EXISTING FROM DAMAGE DURING THE PROGRESS OF THE WORK. PROVIDE TEMPORARY SAFETY BARRIERS REQUIRED BY CODE AND AS INDICATED TO INSURE PUBLIC SAFETY AND TO ALLOW BUILDING OCCUPANCY. CONTRACTOR TO SUBMIT FOR APPROVAL, BARRIER LOCATIONS, AND METHOD OF CONSTRUCTION TO THE ARCHITECT PRIOR TO INSTALLATION. 14. NO STRUCTURAL ELEMENTS ARE INCLUDED IN THIS SCOPE OF WORK. 15. PROVIDE DUST BARRIERS AROUND OPENINGS, TO AND FROM THE CONSTRUCTION3.2. AREA. PROVIDE ALL MEANS NECESSARY TO INHIBIT DUST FROM ENTERING OTHER PORTIONS OF THE FACILITY. SUBMIT BARRIER LOCATIONS TO THE ARCHITECT FOR APPROVAL, PRIOR TO INSTALLATION. 16. PROVIDE ADEQUATE SHORING, BRACING, BARRICADES AND PROTECTIVE MEASURES AS REQUIRED TO SAFELY EXECUTE THE WORK IN THE CONSTRUCTION AREA AND THE AREAS ADJACENT TO THE CONSTRUCTION AREA. CEASE OPERATIONS AND NOTIFY THE ARCHITECT IMMEDIATELY IF THE STRUCTURE APPEARS TO BE ENDANGERED. DO NOT RESUME OPERATIONS UNTIL CORRECTIVE MEASURES HAVE BEEN TAKEN. 17. CONTRACTOR SHALL MAINTAIN REQUIRED MEANS OF EGRESS AND ENSURE THAT EXIT ROUTES ARE SIGNED, LIGHTED AND PROTECTED IN ACCORDANCE WITH CODE REQUIREMENTS. RELOCATE EXISTING AND/OR PROVIDE SMOKE PROTECTORS AND LIFE SAFETY EQUIPMENT FOR ADEQUATE COVERAGE. 18. PROVIDE TEMPORARY NON-COMBUSTIBLE CONSTRUCTION BARRIERS WHERE REQUIRED BY CODE AND THE GOVERNING FIRE AUTHORITY. MINIMUM"THIS REQUIREMENTS: A. FULL HEIGHT WALL FROM FLOOR TO CEILING. B. STUDS AT 24" O.C., WITH 5/8" TYPE 'X' GYPSUM BOARD. C. NON-COMBUST1BLE ACCESS DOOR WITH (3) HINGES AND SPRING CLOSER. 19. SURVEY EXISTING FLOORS AND CLEARLY MARK ON FLOOR SURFACE THE LOCATIONS OF ALL BEAMS AND JOISTS. MARK ALL CORE DRILL PENETRATIONS AND RECEIVE STRUCTURAL ENGINEER'S APPROVAL PRIOR TO DRILLING CONCRETE. 20. CUT RIGID MATERIALS USING MASONRY SAW OR CORE DRILL. PNEUMATIC TOOLS ARE NOT ALLOWED WITHOUT PRIOR APPROVAL. 21. ALL CORE DRILLING OR OTHER NOISY WORK SHALL BE SCHEDULED 48 -HOURS IN ADVANCE WITH THE OWNER. 22. APPLY CEMENT BASE FLOOR PATCH AS REQUIRED TO FILL DINGS, NAIL HOLES,FLOOR. CHIPS AND CRACKS. 23. AT FLOOR AREAS SCHEDULED TO RECEIVE NEW FLOOR COVERING, REMOVE EXISTING FLOOR COVERING AND PREPARE SUBSTRATE FOR NEW FLOOR COVERING4. PER SPECIFICATIONS AND MANUFACTURER'S REQUIREMENTS. 24. AT ABANDONED PENETRATIONS OF FIRE RATED WALLS, CEILING OR FLOOR CONSTRUCTION, COMPLETELY SEAL VOIDS WITH FIRE RATED MATERIAL TO FULL THICKNESS OF THE PENETRATED ELEMENT. ALL PATCHING OF EXISTING WORK TO REMAIN SHALL MATCH FINISH PER SCHEDULE OR WHERE UNSCHEDULED TO MATCH EXISTING FINISHES TO REMAIN, AND SHALL MEET OR EXCEED FIRE RATING INDICATED ON FLOOR PLAN AND AS REQUIRED BY THE FIRE/LIFE SAFETY INSPECTOR. 25. COORDINATE EXISTING SPRINKLER LINE AND HEAD LOCATION WITH NEW PLAN. SUBMIT SPRINKLER SHOP DRAWINGS TO ARCHITECT FOR REVIEW WITH THE CITY FIRE DEPARTMENT. 26. CONTRACTOR IS RESPONSIBLE FOR BUILDING SECURITY DURING DEMOLITION PHASE. PROTECT ALL OPENINGS FROM WEATHER CONDITIONS AND SECURE THEM TO PREVENT VANDALISM. 27. DO NOT PERFORM ANY WORK THAT WILL VOID WARRANTIES OF EXISTING WEATHER EXPOSED OR MOISTURE RESISTANT ELEMENTS WITHOUT PRIOR APPROVAL FROM THE OWNER. 28. ARCHITECT ASSUMES NO RESPONSIBILITY RELATING TO ANY TOXIC MATERIALS, INCLUDING ASBESTOS, AND ASSUMES NO RESPONSIBILITY TO ITS EXISTENCE OR REMOVAL. THE OWNER WILL TAKE ACTION FOR DIRECTLY CONTRACTING WITH A CONSULTANT OR SPECIALIST, LICENSED BY THE STATE, FOR SUCH SERVICES SHOULD THOSE SERVICES BE REQUIRED ON THE PROJECT. 29. IF THE EXISTING BUILDING CONSTRUCTION IS CLASSIFIED SUCH THAT FIREPROOFING INSULATION IS PRESENT, THEN THE CONTRACTOR, PRIOR TO STARTING ANY WORK, SHALL VERIFY THE CURRENT FIRE -RESISTANCE RATING(S) OF THE EXISTING BUILDING ELEMENT(S). IF THE EXISTING FIREPROOFING INSULATION IS DAMAGED/AFFECTED DURING THE COURSE OF THE WORK, AS DEFINED BY THIS PROJECT SCOPE, THEN THE CONTRACTOR SHALL PATCH/REPAIR THE FIREPROOFING INSULATION TOA CONDITION THAT SHALL MATCH OR EXCEED THE ORIGINAL FIRE -RESISTANCE RA11NG(S) OF THE EXISTING BUILDING ELEMENT(S). 30. CONTRACTOR TO RELOCATE' AND REUSE EXISTING DOORS AND HARDWARE WHERE POSSIBLE. 31. EXISTING DOORS TO REMAIN U.O.N. 1. NO FINISH SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY ARCHITECT. 2. CONTRACTOR MUST NOTIFY THE ARCHITECT OF ANY DISCREPANCY IN PLANS.AND FINISH ITEMS CLEARLY SHOWN IN PLANS, BUT OMITTED FROM SCHEDULES OR LEGENDS MUST STILL BE PROVIDED AND INSTALLED BY CONTRACTOR. CONTRACTOR TO VERIFY OMITTED FINISHED WITH ARCHITECT PRIOR TO ORDERING PRODUCTS. 3. INSTALL MATERIALS ACCORDING TO MANUFACTURER'S SUGGESTED INSTALLATION AND PREPARATION/MAINTENANCE SPECIFICATIONS OR BETTER, UNLESS OTHERWISE APPROVED OR NOTED. 4. APPLICATION OF CONTROLLED INTERIOR FINISHES SHALL BE IN CONFORMANCE WITH STATE & LOCAL CODES. 5. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION. 6. SUBMIT THE FOLLOWING SAMPLES FOR ARCHITECT'S APPROVAL: THREE (3) 12" X 12" SAMPLES FOR ALL PAINT AND STAIN BRUSHOUTS, VINYL AND FABRIC FINISHES AND COLORS APPLIED TOA SUBSTRATE WHICH IS REPRESENTATIVE OF THE SURFACE TO BE FINISHED. SUBMIT PAINT SAMPLES FROM THE PAINT LOT OR LOTS INTENDED FOR APPLICATION. B. ONE (1) 24" X 24" MOCK-UP WITH SAMPLE SEAM (CENTERED) OF ALL FABRIC AND VINYL FINISHES AND COLOR. C. THREE (3) X SAMPLES OF ALL FLOOR COVERING. 12" 12" D. SUBMIT ACTUAL CUTTINGS OF EACH PRODUCT FOR COLOR/QUALITY CONTROL. 7. WHERE MATERIALS ARE NOT RETURNABLE, SUBMIT SAMPLES TO ARCHITECT BEFORE PLACING FULL ORDERS. 8 SU SEAMING PLAN FOR ALL FLOOR FINISHES TO ARCHITECT FOR APPROVAL EMIT S AM PRIOR TO ORDER. 9. NOTIFY ARCHITECT IMMEDIATELY OF ITEMS WITH LONG LEAD TIMES. 10. ALL PAINT FINISH OF METAL PARTS OF DOORS, HANDRAILS, PERIMETER ENCLOSURES, ETC., SHALL BE SEMI -GLOSS, U.O.N. 11. WHERE PAINT COLORS CHANGE, CORNERS ARE TO BE CUT -IN FREE OF OVERLAPPING. 12. PRIOR TO THE INSTALLATION OF WALL COVERINGS, SURFACES SHALL BE PROPERLY PREPARED WITH SEALER PER MANUFACTURER'S RECOMMENDATIONS. 13. CONTRACTOR TO VERIFY CONDITION AND LEVEL OF FLOOR SO AS TO RECEIVE NEW FINISHES WITHOUT BOWING AT FLOOR OR WALL BASE. CONTRACTOR IS RESPONSIBLE FOR ALL FLOOR PREPARATION. 14. ALL CARPETING SHALL BE INSTALLED WITH GLUE DOWN METHOD, U.O.N. 15. WHERE FLOOR -MOUNTED OUTLETS ARE REQUIRED ON CARPETED AREA, CUT CARPET IN AN "X" OVER FLOOR HOLE AND INSTALL CARPET OVER TOP. DO NOT TRIM CARPET. 16. ALL V.C.T. TO BE INSTALLED WITH FULL TILE FROM VINYL THRESHOLD STRIP AND FULL TILE FROM WALL ADJACENT TO DOOR SWING, U.O.N. 17. PROVIDE AND INSTALL SPECIFIED BASE FOR ALL AREAS TO RECEIVE FLOORING. 18. CONTRACTOR SHALL PROVIDE PRE -FORMED RUBBER BASE CORNERS. DO NOT CUT OR BEND STRAIGHT BASE TO MAKE CORNERS. 19. MILLWORK LOWER CABINETS ARE NOT TO RECEIVE WALL BASE UNLESS INDICATED ON FINISH PLANS. 20. FLOOR FINISHES TO CONTINUE UNDERNEATH "OPEN FLOOR"AREAS OF MILLWORK, INCLUDING SINK AREA AND AT ALL UNDER -COUNTER EQUIPMENT AREAS WHICH ARE OPEN TO THE FLOOR. 21. FLOORS SHALL BE SLOPED TO FLOOR DRAINS. COORDINATE WITH PLUMBING AND STRUCTURAL DRAWINGS. IN RATED FLOOR CONDITIONS, CONFIRM REMAINING FLOOR THICKNESS STILL CONFORMS TO MINIMUM RATING REQUIREMENT. 22. CONTRACTOR TO RUN CALCIUM CHLORIDE TEST ON ALL EXISTING OR NEW CONCRETE SLABS PRIOR TO INSTALLING ANY FLOORING AND COMPARE RESULTS WITH FLOORING MANUFACTURE'S RECOMMENDED MAXIMUM CONTENT FOR WARRANTIES AND ADHESIVE PRODUCTS. 23. PRIOR TO NEW FLOORING INSTALLATION REMOVE EXISTING FLOOR FINISHES. PATCH AND REPAIR SUB -FLOOR AS REQUIRED. PREPARE FLOORS AND TRANSITIONS AS CES REQUIRED FOR SMOOTH AND LEVEL FINISH PER APPLICABLE BUILDING OD. 24. ALL FLOORING TRANSITIONS AMONG ALL THE DIFFERING FLOORING MATERIAL SPECIFICATION TYPES ARE TO BE A FLUSH TRANSITION. 25. FEATHER SUB -FLOOR UP FOR A) TILE FLOORING TO CARPET AND B) VINYL FLOORING TO CARPET, FOR FLUSH INSTALLATION. 26. INSTALL METAL TRANSITION STRIPS WHERE TILE MEETS ALL OTHER FLOORING TYPES. PROVIDE LOW PROFILE TRANSITION STRIP WHERE ALL OTHER DIFFERENT FLOOR TYPES MEET, VERIFY COLOR. 27. CONTRACTOR TO HEAT/CHEMICAL SEAM VINYL FLOORING AS PERAND MANUFACTURER'S SPECIFICATIONS AND SEAL ALL VINYL FLOORS PER MANUFACTURER'S MAINTENANCE SPECIFICATIONS. 28. FLOOR COVERING INSTALLER TO FOLLOW MANUFACTURER'S SPECIFIED CARPET INSTALLATION INSTRUCTIONS. USING ADHESIVES AND INSTALLATION METHODS REQUIRED INSTRUCTIONS TO MAINTAIN PRODUCT'S WARRANTY. CONTACT CARPET SALES REPRESENTATIVE WITH QUESTIONS PRIOR TO PROCEEDING. 29. FLOOR COVERING INSTALLER TO FOLLOW MANUFACTURER'S SPECIFIED CONTOURED RUBBER BASE INSTALLATION INSTRUCTIONS USING ADHESIVES AND INSTALLATION METHODS REQUIRED TO MAINTAIN PRODUCTS WARRANTY. 30. FLOOR COVERING INSTALLER REQUIRED TO PROVIDE MINIMAL SEAMS/JOINTS AT ALL LOCATIONS FOR FLOOR AND WALL BASE MATERIAL INSTALLATION. PROVIDE" LOW VOC, BUT HEAVY DUTY ADHESIVES TO ENDURE HEAVY FOOT TRAFFIC, CARTS AND TO MAINTAIN PRODUCT'S WARRANTY. 31. PRIOR TO PAINTING, WALLS MUST BE PATCHED AND REPAIRED, CLEAN AND DRY AND PROPERLY MEMBERED AND ALIGNED SO,AS TO LEAVE NO EVIDENCE OF PATCHING OR REPAIRS. ALL SCREW AND NAIL HEADS MUST BE SET AND SPACKLED. ALL JOINTS MUST BE TAPED AND COVERED WITH JOINT COMPOUND. JOINTS THAT ARE FILLED TO BE SANDED SMOOTH AND DUST REMOVED PRIOR TO RECEIVING NEW PAINT FINISH APPLICATION.11. 32. PRIOR TO PAINTING OVER WALL COVERING, SECURELY GLUE DOWN ANY LIFTING OR BUCKLING AND HIDE ALL SEAMING OR BUMPS. 33. WALLS TO HAVE AT LEAST ONE COAT OF COLORED PRIMER AND TWO COATS OF SPECIFIED PAINT FINISH TYPE. PAINT TO BE A LOW VOC UNLESS U.O.N. HIGH TRAFFIC/WEAR ABILITY WITH GOOD SCRUB AND CLEANING ABILITY. VERIFY ALL WITH TENANT OR OWNER PRIOR TO PURCHASING PAINT. 34. PAINT ALL SPEAKER COVERS AND HVAC GRILLS IN GYPSUM BOARD WALLS AND CEILINGS TO MATCH ADJACENT PAINT COLOR AS SPECIFIED. 35. PRIOR TO INSTALLING WALL TILES AND WALL BASE TILE, WALLS MUST BE PATCHED AND REPAIRED, CLEAN AND DRY AND BE PROPERLY MEMBERED AND ALIGNED, SO, AS TO LEAVE NO EVIDENCE OF PATCHING OR REPAIRS. ALL SCREW AND NAIL HEADS MUST BE SET AND SPACKLED. ALL JOINTS MUST BE TAPED AND COVERED WITH JOINT COMPOUND. JOINTS THAT ARE FILLED ARE TO BE SANDEDDOOR SMOOTH AND BUMP FREE WITH DUST REMOVED PRIOR TO RECEIVING MORTAR BED/BOND COAT AND WALL TILES. 36. ALL WALL TILES ARE TO HAVE A MORTAR BED BOND COAT THICKNESS TO / ACCOMMODATE THE VARYING THICKNESSES OF ALL MATERIAL TYPES OF TILE SPECIFIED FOR WALL INSTALLATION WITH A FLUSH FRONT FACE. 37. ALL TRANSLUCENT GLASS TILE SPECIFIED ARE TO RECEIVE UNIFORM COVERAGE BY BACK BUTTERING TILES AND TROWEL RIDGES FLATTENED PRIOR TO SETTING TRANSLUCENT GLASS TILES. 38. FLOORS OF TOILETS, BATHING AND SHOWER ROOMS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE. THE INTERSECTION OF SUCH FLOORS WITH WALLS SHALL HAVE A SMOOTH, HARD, NONABSORBENT VERTICAL BASE AS SPECIFIED IN FINISH PLANS OR RESTROOM ELEVATIONS. BASE SHALL EXTEND UPWARD ONTO THE WALLS NOT LESS THAN 4 INCHES. 39. WALLS AND PARTITIONS WITHIN 2 FEET OF SERVICE SINKS, URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE TO A HEIGHT OF NOT LESS THAN 4 FEET ABOVE THE FLOOR. 40. CONTROL JOINTS AT GYPSUM BOARD ASSEMBLIES: THE MAXIMUM RECOMMENDED CONTROL JOINT SPACING FOR WALLS AND CEILINGS WITHOUT PERIMETER RELIEF IS 30 LINEAR FEET OR 900 SQUARE FEET OF SURFACE AREA, WITH PERIMETER RELIEF IS 50 LINEAR FEET OR 2,500 SQUARE FEET OF SURFACE AREA. EXTERIOR JOINT SPACING IS RECOMMENDED AT 30 LINEAR FEET OR 900 SQUARE FEET OF SURFACE AREA. 41. CONSTRUCTION JOINTS (EXPANSION JOINTS) AT GYPSUM BOARD ASSEMBLIES: CONSTRUCTION JOINTS ARE REQUIRED AT CONTINUOUSGYPSUM BOARD SURFACES WITH DISSIMILAR WALL STRUCTURE. 1. SEE ELECTRICAL ENGINEERING DRAWINGS FOR SPECIFICATIONS OF NEW BUILDING STANDARD LIGHT FIXTURES, SWITCHES, EXIT SIGNS, ETC. - 2. ALL REPLACEMENT FLUORESCENT LAMPS TO MATCH BUILDING STANDARD SAME COLOR AND MANUFACTURER. 3. FIELD VERIFY EXISTING CEILING GRID LOCATION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES ON PLANS. 4. WHERE DISCREPANCIES IN LOCATION OF LIGHT FIXTURES, AIR DIFFUSERS, GRILLES, ETC. OCCUR ON THE ELECTRICAL ENGINEERING PLANS, THE ARCHITECTURAL PLANS SHALL GOVERN. NOTIFY ARCHITECT OF ANY DISCREPANCIES FOR CLARIFICATIONS. 5. FIELD VERIFY ALL CLEARANCES OF DUCTS, PIPES, SPRINKLERS, ETC., AND NOTIFY ARCHITECT OF ANY CONFLICTS PRIOR TO INSTALLATION OF LIGHTS, ETC. 6. PLACEMENT OF LIGHT FIXTURES IN AREAS WHERE MAIN DUCTS MAY CAUSE INTERFERENCE MUST BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. „ 7. CONDUITS ABOVE CEILING MUST BEA MINIMUM OF 12 ABOVE THE CEILING GRID. 8. NO COMBUSTIBLE MATERIALS SHALL BE USED IN THE PLENUM SPACE, INCLUDING ALUMINUM FLEX, ALUMINUM CONDUIT, AND POT METAL CONNECTORS. 9. ALL JUNCTION BOXES AND MECHANICAL EQUIPMENT REQUIRING ACCESS FOR SERVICE SHALL BE LOCATED OVER ACOUSTICAL CEILINGS. NO ACCESS HATCHES SHALL BE INSTALLED IN GYPSUM BOARD CEILINGS WITHOUT PRIOR APPROVAL BY (NO EXCEPTION) 10. ALL SPRINKLER HEADS AT HARD -LID CEILINGS ARE TO BE FULLY RECESSED AND CONCEALED. HEADS ARE TO BE CENTERED. BETWEEN LIGHTS IN A UNIFORM ARCHITECTURAL PATTERN. G.C. TO PROVIDE A SUBMITTAL WITH SPRINKLER HEAD LOCATIONS FOR ARCHITECT'S APPROVAL PRIOR TO INSTALLATION. 11. ALL GYPSUM BOARD CEILINGS ARE TO BE INSTALLED WITH LINEAR DIFFUSERS. G.C. TO PROVIDE A SUBMITTAL WITH ALL LINEAR DIFFUSER LOCATIONS PRIOR TO INSTALLATION. 12. LOCATE RECESSED DOWN LIGHTS, WALL WASHERS, SMOKE"DETECTORS, EXIT SIGNS, SPEAKERS, FIRE SPRINKLERS, ETC. IN CENTER OF 24 x24 CEILING TILES OR IN CENTER OF 24"x24" PORTION OF 24"x48" CEILING TILES, UNLESS OTHERWISE NOTED. 13. PROVIDE SWITCHES AND LIGHT SENSORS FOR OPEN AREAS AND PRIVATE OFFICES. ACTUAL LOCATION OF ALL SWITCHES TO BE DETERMINED BY ELECTRICAL ENGINEER. 14. WHERE EXIT SIGNS ARE REQUIRED PER STATE & LOCAL CODES, THEY SHALL BE ILLUMINATED PER SAID CODES AND THE NEC. LOCATIONS SHALL BE COORDINATED WITH THE ARCHITECT. 15. PROVIDE BACK-UP POWER FOR EXIT SIGNS PER STATE & LOCAL CODES. 16. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED TOA LEVEL OF NOT LESS THAN ONE FOOT CANDLE AT THE WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. 17. EMERGENCY LIGHTING SHALL BE (2) SEPARATE SOURCES OF POWER AND SHALL COMPLY WITH THE NEC. 18. PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR OUTLETS, INLETS OR DUCTS PENETRATING FIRE RATED ASSEMBLIES, ENCLOSURES, WALLS, FLOORS OR SURFACES, AND AS REQUIRED BY THE FIRE DEPARTMENT. 19. CONTRACTOR SHALL PROVIDE EMERGENCY LIGHTING, STROBE LIGHTS, AUDIO-VISUAL ALARMS AND OCCUPANCY SENSORS TO MEET ALL APPLICABLE CODES. 20. CONTRACTOR SHALL PROVIDE LAMPS WITH TYPE IC RATED HOUSING WHERE FIXTURES COME IN DIRECT CONTACT WITH INSULATION. 21. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED AT ALL TIMES AND SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM (BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR) THAT WILL AUTOMATICALLY ILLUMINATE THE EXIT SIGNS FORA DURATION OF NOT LESS THAN 90 MINUETS. 1. CONTRACTOR AND ARCHITECT TO REVIEW & APPROVE CHALK LINES OF PARTITION LAYOUT PRIOR TO COMMENCEMENT OF PARTITION CONSTRUCTION. 2. CONTRACTOR TO VERIFY DIMENSIONS FOR ALL PLUMBING PARTITION. 3. EXTEND ALL STUDS AND WALL MATERIALS TO CONSTRUCTION ABOVE, U.O.N. 4. ALL CONDUIT PIPING IN ELECTRICAL ROOM TO BE CONCEALED WITHIN THE WALL CONSTRUCTION. 5. DOOR OPENINGS IN PARTITIONS NOT DIMENSIONED ARE TO BE LOCATED WITHIN O'-4" OF ADJACENT PERPENDICULAR PARTITION. 6. CONTRACTOR SHALL USE 3-5/8" METAL STUDS MINIMUM AT ALL PLUMBING WALLS. CONTRACTOR TO VERIFY ACTUAL DEPTH REQUIRED, ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT. 7. USE WATER RESISTANT GYPSUM BOARD/FIBER BOARD AT ALL AREAS SUBJECT TO MOISTURE OR WHERE TILE IS USED. 8. ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH LOCAL AND NATIONAL CODES. 9. ALL HOT WATER LINES SHALL BE PROPERLY INSULATED. SEE PLUMBING DRAWINGS. 10. ALL PLUMBING CLEAN -OUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE. CONTRACTOR SHALL COORDINATE ALL CLEAN-OUT LOCATIONS WITH EQUIPMENT, AND CABINETS. SUBMIT A PLAN OF ALL PROPOSED LOCATIONS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 11. ALL MILLWORK SHALL CONFORM TO STATE & LOCAL WOODWORKING STANDARDS. 12. FIELD MEASURE AS REQUIRED FOR ALL MILLWORK CONDITIONS PRIOR TO FABRICATION. 13. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ARCHITECT AND TENANT APPROVAL PRIOR TO MANUFACTURE OF ANY CABINET WORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATED WORK. 14. CONTRACTOR TO VERIFY FINAL LOCATION FOR CANTILEVERED COUNTERS AND IN WALL SUPPORT BRACKETS PRIOR TO GYPSUM BOARD FINISHING OF WALLS. ALL FINAL INSTALLATION HEIGHTS FOR IN -WALL SUPPORT BRACKETS MUST MEET ALL ACCESSIBILITY CODES REQUIREMENTS WITH COUNTERTOP MATERIAL THICKNESS INCLUDED. 15. PROVIDE AND INSTALL ALL NECESSARY WALL BACKING, STIFFENERS, BRACING, BACK-UP PLATES AND/ OR SUPPORTING BRACKETS AS REQUIRED FOR THE INSTALLATION OF WALL -MOUNTED OR SUSPENDED EQUIPMENT OR BUILT-IN ITEMS. VERIFY REQUIREMENTS WITH MANUFACTURERS PRIOR TO INSTALLATION. SUPPLY CATALOG CUT SHEETS FOR ARCHITECT'S APPROVAL. 16. PROVIDE AND INSTALL ALL NECESSARY ELECTRICAL CONNECTIONS AND PLUMBING SUPPLY, FITTINGS &CONNECTORS TO COMPLETE INSTALLATION OF APPLIANCES & EQUIPMENT INDICATED ON PLAN. VERIFY REQUIREMENTS WITH MANUFACTURERS PRIOR TO INSTALLATION. SUPPLY CATALOG CUT SHEETS FOR ARCHITECTS APPROVAL. 17. EXACT LOCATION OF FIRE EXTINGUISHER CABINETS TO BE CONFIRMED WITH ARCHITECT BEFORE INSTALLATION. PROVIDE ADDITIONAL FIRE EXTINGUISHERS & CABINETS AS REQUIRED BY THE FIRE DEPARTMENT FIELD INSPECTORS. 18. CONTRACTOR TO VERIFY LOCATION OF ALL THERMOSTATS WITH ARCHITECT PRIOR TO INSTALLATION. 19. ALL EXITS SHALL HAVE EXIT SIGNS AND ALL BLIND CORRIDOR TURNS SHALL HAVE DIRECTIONAL EXIT SIGNS. 20. PREPARE ALL FLOOR SURFACES AS REQUIRED TO RECEIVE FINISHES AS NOTED ON FINISH PLAN, ENLARGED FINISH PLANS & FINISH LEGEND. 21. UNLESS OTHERWISE NOTED, ALL GYPSUM BOARD SURFACES, WALLS, AND CEILINGS SHALL BE TAPED, SANDED SMOOTH TO A "LEVEL 4" FINISH, SO AS TO RECEIVE PAINT OR WALL COVERING MATERIAL. 22. PROVIDE SOUND INSULATION AT PERIMETER WALLS OF RESTROOMS, LOBBY, STAIRS, AND ACROSS CEILING OF RESTROOMS TO CREATE AN ACOUSTIC ENVELOPE, U.O.N. 23. PATCH AND FILL VARIOUS OPENINGS AT EXISTING GYPSUM BOARD PARTITIONS AND SOFFITS FOLLOWING REMOVAL OR INSTALLATION OF ANY SURFACE MOUNTED OR RECESSED FURNISHINGS, RECEPTACLES, UTILITY PIPING, SHELF STANDARDS & ALL OTHER SIMILAR ELEMENTS INDICATED TO BE REMOVED DURING THE DEMOLITION PHASE OR INSTALLED DURING THE CONSTRUCTION PHASE: TAPE AND SEAL ALL SEAMS WITH JOINT COMPOUND: APPLY NEW FINISH TO MATCH EXISTING FINISH AT ADJACENT GYPSUM BOARD SURFACES AND FEATHER NEW FINISH WITH EXISTING FINISH TO PROVIDE CONSISTENT & CONTINUOUS FINISH. 1. FINAL INSPECTION BY FIRE DEPARTMENT IS REQUIRED - SCHEDULE 72 HOURS IN ADVANCE. 2. THE PROJECT ADDRESS SHALL BE PROVIDED FOR ALL NEW AND EXISTING BUILDINGS IN A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY PER LOCAL FIRE DEPARTMENT STANDARDS. 3. AN UNOBSTRUCTED ALL-WEATHER FIRE APPARATUS ACCESS ROAD SHALL BE IN PLACE PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING MATERIALS TO THE SITE. 4. FIRE PREVENTION WATER SERVICE SHALL BE IN SERVICE PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING MATERIALS TO THE SITE. 5. ACCESS GATES SHALL BE APPROVED PRIOR TO INSTALLATION AND SHALL BE IN COMPLIANCE WITH LOCAL FIRE AUTHORITY. 6. FIRE SPRINKLER SYSTEM(S) SHALL MEET STATE & LOCAL FIRE CODES AND BE PROVIDED TO PROTECT ENTIRE BUILDING INCLUDING PROJECTIONS OVER 4'-0". 7. FIRE SPRINKLER SYSTEMS) AND ALL CONTROL VALVES, INCLUDING EXTERIOR SHALL BE SUPERVISED BY A U.L. LISTED CENTRAL ALARM STATION OR PER STATE & LOCAL FIRE CODES. 8. ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER SYSTEMS AND WATER -FLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE ELECTRICALLY MONITORED WHERE THE NUMBER OF SPRINKLERS IS (100) OR MORE. 9. ELECTRICAL SUBCONTRACTORS TO INSTALL WIRING FOR FIRE SPRINKLER, ALARM BELL AND TELEPHONE WARNING AS REQUIRED BY FIRE DEPARTMENT. 10. INSTALLATION OF FIRE ALARM SYSTEMS SHALL BE IN ACCORDANCE WITH STATE & LOCAL FIRE CODES. 11. COMPLETE PLANS AND SPECIFICATIONS FOR ALL FIXED FIRE PROTECTION EQUIPMENT INCLUDING AUTOMATIC SPRINKLERS AND OTHER FIRE -PROTECTION 1. PRIOR TO START OF CONSTRUCTION, A HELD INCLUDING A RESPONSIBLE REPRESENTATIVE THE GENERAL CONTRACTOR. THE ARCHITECT -OWNER -CONTRACTOR (AOC) PROCEDURES. AT A MINIMUM, THE FOLLOWING 2. AOC REGULARLY SCHEDULED MEETINGS PRE -CONSTRUCTION MEETING IS TO BE OF THE ARCHITECT, THE OWNER DISCUSSION WILL BE IN REGARDS TO THE CORRESPONDENCE PROCESSES AND IS TO BE DISCUSSED: CALLS MEETING BY THE ARCHITECT BY THE CONTRACTOR CONTRACTOR WORKING DAYS IS STANDARD) BY CONTRACTOR PRIOR TO SUBMISSION NOT BE REVIEWED WORKING DAYS IS STANDARD) BENEFIT FOR SUBSTITUTION BY DESIGN TEAM CORRECTIONS PRIOR TO DESIGN TEAM THE ARCHITECT IS CONTRACTED TO DO 2.1. WHEN 2.2. WHERE 2.3. HOW OFTEN 2.4. IN PERSON VERSUS CONFERENCE 2.5. APPROXIMATE ALOTTED TIME PER 3. CONSTRUCTION MEETING MINUTES MINUTES 3.1. FORMAT FOR THE MINUTES 3.2. CONTRACTOR TO AUTHOR THE 4. FORMAL CHANGES IN THE WORK 4.1. ADDENDA AND BULLETINS ISSUED 4.2. CHANGE ORDER REQUESTS ISSUED 4.3. CHANGE ORDERS ISSUED BY THE TRACKING MECHANISMS 5. REQUESTS FOR INFORMATION PROCESS 5.1. TRACKING MECHANISM 5.2. DEFINE Cc: RECIPIENT 5.3. STANDARD RESPONSE 6. SUBMITTAL PROCESS LIST TIMES (2-5 BY THE CONTRACTOR LIST AND APPROVED MAY TIMES (7-10 REASONS AND WALK TO BE PROVIDED AND MAKE OCCUR ONLY IF 6.1. TRACKING MECHANISM 6.2. ISSUANCE SCHEDULE 6.3. DEFINE Cc RECIPIENT 6.4. STAMPED REVIEWED 6.5. NON -REQUESTED SUBMITTALS 6.6. STANDARD RESPONSE 7. SUBSTITUTIONS 7.1. REQUEST FORMS WITH 8. PAYMENT APPLICATIONS SYSTEMS, SHALL BE SUBMI I IED BY INSTALLING CONTRACTOR. SUCH PLANS SHALL BE APPROVED BY LOCAL FIRE AUTHORITY PRIOR TO INSTALLATION. 12. LOCATIONS AND CLASSIFICATIONS OF FIRE EXTINGUISHERS SHALL BE IN ACCORDANCE WITH STATE & LOCAL FIRE CODES AND PLACEMENT IS SUBJECT TO THE APPROVAL OF THE FIRE INSPECTOR. VERIFY QUANTITY & EXACT LOCATION FROM FIRE DEPARTMENT PRIOR TO ORDERING. 13. AT LEAST ONE 1 FIRE EXTINGUISHER WITH A MINIMUM RATING OF: ( ) 2 -A -10B: C(FOR OFFICE), OR 10 -A -80B: C (FOR WAREHOUSE),9.2. SHALL BE PROVIDED WITHIN 75'-0" MAXIMUM TRAVEL DISTANCE FOR EACH 3 000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR. 14. STORAGE, DISPENSING OR USE OF ANY FLAMMABLE AND COMBUSTIBLE LIQUIDS, FLAMMABLE AND COMPRESSED GASES, AND OTHER HAZARDOUS MATERIALS SHALL COMPLY WITH STATE & LOCAL FIRE CODES. THE STORAGE AND USE OF HAZARDOUS MATERIALS SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TO ANY MATERIALS BEING STORED OR USED ON SITE. A SEPARATE PLAN SUBMITTAL IS REQUIRED PRIOR TO THE STORAGE AND USE OF HAZARDOUS MATERIALS. 15. BUILDINGS) NOT APPROVED FOR HIGH -PILED STOCK (MATERIALS IN CLOSELY PACKED PILES OR ON PALLETS, OR IN RACKS WHERE THE TOP OF STORAGE EXCEEDS 12'-0" IN HEIGHT, AND 6'-0" FOR GROUP "A" PLASTICS AND CERTAIN OTHER HIGH -HAZARD COMMODITIES). HIGH -PILED STOCK SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TO MATERIALS BEING STORED ON SITE. A SEPARATE PLAN SUBMITTAL IS REQUIRED FOR HIGH -PILED STORAGE IN ACCORDANCE WITH STATE & LOCAL FIRE CODES. 16. A LETTER OF INTENDED USE MAY BE REQUIRED BY THE FIRE INSPECTOR. 17. ALL REQUIRED FIRE DOORS SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY SHOWING THE SPECIFIC RATING. 18. EXIT SIGNS AND ILLUMINATION SHALL CONFORM TO ALL APPLICABLE BUILDING AND FIRE CODES. 19. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 20. PROVIDE OR MODIFY AS NEEDED SPRINKLER ALARM AND SMOKE DETECTION SYSTEM PER APPLICABLE CODES INCLUDING IF NECESSARY FOR HORNS,STROBE LIGHTS, CONTROL PANEL CONNECTIONS, SMOKE DETECTORS, AUDIO VISUAL ALARMS. SUBMIT SHOP DRAWINGS TO THE FIRE MARSHAL FOR APPROVAL. 8.1. PROCESS 8.2. SUBMITTAL DATE 8.3. ANTICIPATED TURN -AROUND 9. PUNCH LISTS 9.1. ONLY ONE PUNCH CONTRACTOR TO PUNCH PUNCH. 9.3. A FINAL WALK WILL SO. G.C. I #' T CENTER 2 w SUBMITTALS 1. AT THE START OF JOB AND DATES. FLAG SUBMITTALS SUBMITTALS THAT WILL STANDARD 7-10 DAYS. 2. A SUBMITTAL LOG IS TO CURRENT COPY IS TO BE 3. ALL SUBMITTALS MUST SIGNATURE BY THE GENERAL WILL INCLUDE BUT NOT 3.1. CONFIRMING THAT THE CONTRACT DOCUMENTS. COORDINATION HAS 3.3. THE SUBMITTAL IS 4. REQUESTS ON SUBMITTALS MATHEMATICAL PROVIDE A SCHEDULE OF ALL ANTICIPATED SUBMITTALS WHICH ARE OR COULD BE CRITICAL PATH. FLAG BE REQUESTED TO BE EXPEDITED FASTER THAN THE BE MAINTAINED BY THE GENERAL CONTRACTOR AND A INCLUDED WITH EACH SUBMISSION. BE REVIEWED AND APPROVED WITH A STAMP AND CONTRACTOR PRIOR TO SUBMISSION. THE REVIEW BE LIMITED TO: SUBMITTAL MEETS THE REQUIREMENTS OF THE TAKEN PLACE WITH ALL INTERCONNECTING TRADES COMPLETE AND COMPREHENSIVE FOR DIMENSIONS WHICH CAN BE DISCERNABLE MEANS FROM INFORMATION ALREADY PROVIDED ON THE WILL NOT BE PROVIDED. BY THE CONTRACT DOCUMENTS MAY OR MAY NOT TEAMS DISCRETION. ROUTED THROUGH THE ARCHITECT AND ARE NOT TO BE CONSULTANTS UNLESS SPECIFICALLY AUTHORIZED WORK MAY OCCUR AS A RESULT OF THE DESIGN TEAM'S RESULTS IN MODIFICATIONS TO THE CONTRACT PRICE OR WILL ISSUE A CHANGE ORDER REQUEST FOR REVIEW OWNER AND ARCHITECT PRIOR TO PROCEEDING. (RFI's) IS TO REVIEW ALL PROSPECTIVE RFI's AND MAKE THEM BEFORE SUBMITTING TO THE DESIGN TEAM. WORK MAY OCCUR AS A RESULT OF THE DESIGN TEAM'S RESULTS IN MODIFICATIONS TO THE CONTRACT PRICE OR WILL ISSUE A CHANGE ORDER REQUEST FOR REVIEW OWNER AND ARCHITECT PRIOR TO PROCEEDING. BY THE GENERAL CONTRACTOR AND A INCLUDED WITH EACH RFI SUBMISSION ALONG WITH ANY DATES. AND MEANS OF CONSTRUCTION WILL NOT BE REVIEWED FROM THE RFI LOG. OF VALUES OF THE BASE CONTRACT IS TO BE PROVIDED PRIOR TO THE START OF ANY WORK. ARE TO BE REVIEWED AND APPROVED BY THE PRIOR TO SUBMISSION OF A CHANGE ORDER. ARE TO INCLUDE A COMPLETE BREAKDOWN BY TRADE AND UNIT PRICING WHERE APPLICABLE. AND CHANGE ORDER LOG IS TO BE MAINTAINED BY AND SUBMITTED ALONG WITH EACH CHANGE ORDER D 00 R N OT E S THROUGH CONTRACT DOCUMENTS 5. SUBMITTALS NOT REQUESTED BE REVIEWED AT THE DESIGN 1. VERIFY THAT ALL DOORS AND DOOR HARDWARE MEET THE REQUIREMENTS OF ALL 6. SUBMITTALS ARE TO BE SENT DIRECTLY TO ARCHITECT'S BY THE ARCHITECT. 7. MINOR CHANGES IN THE REVIEW. IF A CHANGE THE CONTRACTOR APPROVAL BY THE REQUESTS FOR INFORMATION 1. THE GENERAL CONTRACTOR EVERY EFFORT TO ANSWER 2. MINOR CHANGES IN THE REVIEW. IF A CHANGE SCHEDULE, THE CONTRACTOR AND APPROVAL BY THE 3. AN RFI LOG IS TO BE MAINTAINED CURRENT COPY IS TO BE CRITICAL RESPONSE DUE BFI's REGARDING METHODS AND WILL BE REMOVED CHANGE ORDERS 1. A COMPLETE SCHEDULE TO THE OWNER AND ARCHITECT 2. ALL CHANGE ORDER REQUESTS OWNER AND ARCHITECT 3. CHANGE ORDER REQUESTS ALONG WITH TRADE BACK-UP 4. A CHANGE ORDER REQUEST THE GENERAL CONTRACTOR REQUEST. Ce GOVERNING CODES & STANDARDS. NOTIFY THE ARCHITECT IMMEDIATELY IN CASE OF DISCREPANCY. 2. FIELD MEASURE, AS REQUIRED, ALL DOORS PRIOR TO FABRICATION. P0\J\/E POWER & SIGNAL NOTES 1. COORDINATE TELEPHONE/DATA INSTALLATION WITH APPROPRIATE SUB -CONTRACTOR. 2. ALL EXISTING ELECTRICAL DEVICES ARE TO REMAIN, UNLESS NOTED 3. ALL OUTLETS TO BE INSTALLED AT LOCATIONS SHOWN BY DIMENSIONS POWER & SIGNAL PLAN. DIMENSION ALL OUTLETS FROM THE CENTERLINE OUTLET BOX. NON -DIMENSIONED OUTLETS ARE TO LOCATED AT WALL STUD. 4. WHEN OUTLETS ARE GROUPED TOGETHER (2 OR MORE), THEY ARE " NO MORE THAN 2 APART. 5. ALL ELECTRICAL OUTLETS OF 30 AMPERES OR LESS SHALL BE " +15 TO BOTTOM RECEPTACLE AND +48 TO TOP OF RECEPTACLE SEE NOTE 6, BELOW, FOR GENERAL MOUNTING HEIGHT 6. ALL NEW WALL MOUNTED 15, 20, AND 30 AMP OUTLETS/RECEPTACLES CENTERED AT +18"A.F.F., U.O.N. 7. ALL TELEPHONE AND DATA CABLE TO BE TEFLON COATED PLENUM SUPPORTED INDEPENDENTLY FROM SUSPENDED CEILING SYSTEM. SUPPLIED BY TENANT; ALL PULLS AND TERMINATIONS BY GENERAL 8. LOCATIONS OF FURNITURE POWER FEEDS SHALL ACCOMMODATE WIRE PER ELECTRICAL DRAWINGS. TENANT SHALL BE RESPONSIBLE PROVIDING FURNITURE POWER FEED, GENERAL CONTRACTOR SHALL POWER FEED. 9. WHERE DEDICATED ELECTRICAL OUTLETS ARE NOTED WITHIN THE PANEL SYSTEM, THE PANEL SYSTEM SHALL ACCOMMODATE THIS 10. FLOOR OUTLETS ARE ACCEPTABLE NEXT TO SLIDING PANELS/WALLS SPECIAL CONVENIENT LOCATIONS. 11. WHERE ELECTRICAL WORK IS SPECIFIED IN CONJUNCTION WITH CABINET LAMPS AND FIXTURES ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR. 12. CUT-OUTS FOR SWITCHES, OUTLETS, ETC. AS REQUIRED BY THE CONTRACTOR ARE TO BE COORDINATED WITH THE ELECTRICAL CONTRACTOR,17. U.N.O. ALL RECEPTACLES WHERE MILLWORK OCCURS SHALL BE ELEVATIONS OF THE MILLWORK ITEM IN QUESTION. 13. ALL WALL COVER PLATES SHALL BE WHITE, UNLESS BUILDING STANDARD DIFFERENT, MATCH BUILDING STANDARD. 14. ALL SEPARATE CIRCUIT RECEPTACLES TO BE ORANGE COLOR WITH STANDARD COLOR COVER PLATE. 15. POWER/SIGNAL AND REFLECTED CEILING PLANS ARE FOR THE GENERAL INFORMATION OF THE CONTRACTOR. EXACT LOCATIONS SHOULD 16. TENANT TO PROVIDE AND INSTALL THE TELEPHONE AND DATA COMMUNICATION CABLING. CONTRACTOR TO COORDINATE SCHEDULING AND OTHER WITH TENANT. 17. ALL/ANY CORE DRILL LOCATIONS SHALL BE VERIFIED WITH DESIGNER DRILLING. AEL UNUSED CORE DRILLS SHALL BE PLUGGED AND CAPPED REQUIRED TO MAINTAIN FLOOR FIRE RATING. 18. ALL TELEPHONE AND COMPUTER WIRES SHALL BE PULLED BY TENANT CONTRACTOR U.O.N. ELECTRICAL CONTRACTOR SHALL PROVIDE PULL BOXES AT EACH LOCATION. 19. CONTRACTOR SHALL OBTAIN APPROVAL FROM ARCHITECT FOR ALL LOCATIONS. b18...018s=, OTHERWISE. ON THE OF THE THE NEAREST TO BE SPACED MOUNTED BETWEEN FROM FINISH TO BE RATED CABLE, CABLING TO BE CONTRACTOR. CIRCUITS AND FOR INSTALL THE FURNITURE REQUIREMENT. AND OTHER WORK, CABINET LOCATED PER IS BUILDING 3. PROVIDE A SIGN ON OR NEAR THE MAIN EXIT DOOR READING: DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED".SCHEDULE, 4. VERIFY THAT EXISTING DOORS COMPLY WITH ACCESSIBILITY REQUIREMENTS. 5. RATED DOORS SHALL COMPLY WITH REQUIREMENTS OF ALL GOVERNING CODES & STANDARDS AND SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY SHOWING THE SPECIFIC RATINGS. 6. ALL HARDWARE TO BE LEVER -TYPE PER GOVERNING CODES & ACCESSIBILITY STANDARDS. 7. DOOR HANDLES, PULLS OR KNOBS SHALL BE INSTALLED AT 40" ABOVE FINISH FLOOR. ALL OTHER OPERABLE PARTS OF DOOR HARDWARE (SUCH AS DEADBOLTS, KEYHOLES... ETC.) ARE TO BE CENTERED BETWEEN 34"AND 44"ABOVE FINISH FLOOR. IF EXISTING BUILDING STANDARD EXISTS, MATCH BUILDING STANDARD AND CONFIRM COMPLIANCE WITH ACCESSIBILITY REQUIREMENTS. 8. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. 9. PROVIDE WEATHER SEALS ON ALL EXTERIOR DOORS PER ANSI STANDARDS. 10. CONTRACTOR IS RESPONSIBLE TO COORDINATE &VERIFY ALL DOOR FRAME THROAT THICKNESS'FOR EACH LOCATION. ALL DOOR FRAMES TO BE FACTORY FINISHED, U.O.N.. 12. ALL WALL DOOR STOPS TO HAVE 2x6 BACKING IN THE WALL BEHIND. . 13. MAXIMUM UNDERCUT OF ALL DOORS NOT IN A RATED CORRIDOR SHALLNOT EXCEED 1/2" ABOVE FINISH FLOOR SURFACE. 14. CONTRACTOR SHALL REFINISH ANY BLEMISHED DOOR OR REPLACE SAID DOOR IF NOT ABLE TO REFINISH TO "AS NEW" CONDITION. 15. ALL DOORS TO BE OPERABLE FROM THE INSIDE WITHOUT A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 16. ALL DOORS WITH ELECTRONIC SECURITY DOOR LOCKS MUST BE OPENABLE FOR EXITING PURPOSES UNDER ALL CONDITIONS. INCLUDING A POWER OUTAGE. IF BUILDING STANDARDS ARE INCONSISTENT FOR DOORS, RELITES, HARDWARE, AND RECITE FRAMES OR OTHER STANDARD DETAILS, THEN CONTRACTOR MUST VERIFY WITH DESIGNER AND OWNER PRIOR TO CONSTRUCTION. GLAZING N OT E S DESIGN S U I L D NOTE S BE VERIFIED. REQUIREMENTS PRIOR TO AS WIRES AND THERMOSTAT 1. EACH LIGHT SHALL BEAR THE MANUFACTURERS LABEL DESIGNATING THE TYPE AND THICKNESS OF THE GLASS. 2. GLASS SHALL BE FIRMLY SUPPORTED ON ALL FOUR EDGES. 3. FIELD MEASURE ALL OPENINGS PRIOR TO FABRICATION. 4. FIXED OR OPERABLE GLAZING IN HAZARDOUS LOCATIONS AS DEFINED IN THE BUILDING CODE SHALL BE TEMPERED GLASS (SAFETY GLASS). 5. GLAZING IN SWINGING, SLIDING AND BIFOLD DOORS SHALL BE TEMPERED. 6. GLAZING ADJACENT TO DOORS: ALL GLAZING WITHIN A 24" ARC OF EITHER EDGE OF A DOOR AND WITHIN 60" OF THE FLOOR SHALL BE TEMPERED. 7. GLAZING IN WINDOWS: ALL GLAZING THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE TEMPERED: 7.1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS GREATER THAN 9 SF. 7.2. THE BOTTOM EDGE IS LESS THAN 18" ABOVE THE FLOOR. 7.3. THE TOP EDGE IS GREATER THAN 36" ABOVE THE FLOOR. 7.4. WALKING SURFACE IS WITHIN 36". 8. ALL GLASS SHALL COMPLY WITH THE REQUIREMENTS OF STATE AND LOCAL CODES AND THE U.S. PRODUCT SAFETY COMMISSIONS: SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS. 9. WHERE JOINTS ARE REQUIRED IN MULTIPLE LITE SITUATIONS, SILICON IS TO BE PROVIDED U.O.N. �� 1. LIGHT SWITCHES SHALL BE INSTALLED AT +48 SHOULD BE GANGED TOGETHER UNLESS OTHERWISE 2. CONTRACTOR TO VERIFY ALL SWITCH LOCATIONS INSTALLATION. NUMBER OF SWITCHES FOR OPEN SWITCHES INDICATED ON THE DRAWINGS FOR OPEN ONLY. 3. CONTRACTOR SHALL PROVIDE SEISMIC BRACING LIGHT FIXTURES. 4. CONTRACTOR SHALL VERIFY AND PROVIDE A COMPLETE CONFORMS TO THE OWNER'S HVAC SPECIFICATIONS. RESPONSIBLE FOR ALL ROOF PENETRATIONS AND ROOF -MOUNTED MECHANICAL UNIT REQUIRED BY A.F.F. MULTIPLE SWITCHES SPECIFIED. WITH THE ARCHITECT PRIOR AREA IS BIDDER DESIGN. AREA ARE FOR REFERENCE AT ALL NEW AND RELOCATED HVAC SYSTEM WHICH CONTRACTOR SHALL BE PATCHING, ANY SCREENING GOVERNING JURISDICTION. TO OF REVIEWED FOR CODE COMPLIANCE APPROVED j ' JUL 0 6 2018 1 • uCityof uT is ON BUILDING VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE L N Ioo Zo CD 0 � 3i.N A Oa in 10 M Q uw) < co co � -w o O QwZ -EL“E�Q J WV Y W5c, � GENERAL NOTES REMARKS DRAWN BY: P.C.P. JOB NO.: SEA18-6068-01 DATE ISSUED FOR CLIENT 4EVIEW PERMIT SUBMITTAL Q �7 ,CEIV F 41 TL 9 °ED K 2C18 MLA #' T CENTER 2 w Ce DATE 2018.06.12 2018.06.18 PA / PM: I. CONNOR DRAWN BY: P.C.P. JOB NO.: SEA18-6068-01 SHEET A0.2 Fri, 15 Jun 2018 \\wma—arch. com\wm\SEA\18\6068\01 \Architectural\Cad\CD\6068_A03.dwg UAU HUN: 1 -ILL I NUI ,5U x42 I I A KLUUULU SKIN CHARACTER HEIGHT 60" MAX. A.F.F.. 48" MIN. A.F.F. AREA OF F3,C�U�E POSITION AND HEIGHT OF BRAILLE HEIGHT OF RAISED CHARACTER ABOVE FINISH FLOOR OR GROUND MIN. LOCATION OF SIGNS AT DOORS CENTERED ON TACTILE CHARACTERS INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGNS MEN i NOT IN • . f/ PICTOGRAM FIELD PICTOGRAM FIELD INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS SCALE: N.T.S. IACSI-Signs_ICC- 01 (a) FRONT APPROACH (c) POCKET OR HINGE APPROACH (b) SIDE APPROACH 24" MINA (d) STOP OR LATCH APPROACH MANEUVERING CLEARANCE AT DOORWAYS WITHOUT DOORS, SLIDING DOORS, GATES AND FOLDING DOORS DOORS, DOORWAYS & GATES SCALE: 1/4"=1'- 0" IACDR-2_ICC-01 (C) (B) TWO DOORS IN SERIES (A) DOORS, DOORWAYS & GATES SCALE: 1/4"=V-0" IACDR-Series_ICC-01 6 ACCESSIBILITY NOTES 1. "THE ACCESSIBILITY GUIDELINES AND CODES" MENTIONED BELOW REFER TO ALL APPLICABLE LOCAL/STATE BUILDING CODES REFERENCED ON THE PROJECT DATA SHEET OF THIS SET IN ADDITION TO THE FEDERAL REQUIREMENTS OF THE ADA (THE AMERICANS WITH DISABILITIES ACT). 2. DETAILS ON THIS SHEET ARE FOR REFERENCE ONLY, REFER TO THE ACCESSIBILITY GUIDELINES AND CODES FOR ALL ACCESSIBILITY REQUIREMENTS. 3. THE GENERAL CONTRACTOR SHALL BECOME FAMILIAR WITH THE ACCESSIBILITY GUIDELINES AND CODES. 4. ANY DISCREPANCY CONTAINED HEREIN DOES NOT RELIEVE THE GENERAL CONTRACTOR OR OWNER FROM COMPLYING WITH THE ACCESSIBILITY GUIDELINES AND CODES. NOTES: 1. FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT. 2. CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION, PAD OR BACKING OR NO CUSHION OR PAD. CARPET OR CARPET TIE SHALL HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, LEVEL CUT/UNCUT PILE TEXTURE. PILE HEIGHT SHALL COMPLY WITH CARPET PILE HEIGHT FIGURE BELOW. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND SHALL HAVE TRIM ON THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE SHALL COMPLY WITH CHANGE IN LEVEL FIGURES BELOW. X d CARPET PILE HEIGHT VERTICAL CHANGE IN LEVEL DOMINANT DIRECTION OF TRAVEL 1/2" MAX. LONG DIMENSION PERPENDICULAR TO DOMINANT DIRECTION OF TRAVEL ELONGATED OPENINGS IN FLOOR OR GROUND SPACE (A) (B) BEVELED CHANGE IN LEVEL FLOOR OR GROUND SURFACES & CHANGES IN LEVEL SCALE: N.T.S. IACMI-Floor_surface_Ievel _ICC- 01 Q Z r N SIGN 4",._4" X bbMAX. MAX. POST N (A) LIMITS OF PROTRUDING OBJECTS EXCEPTION: HANDRAILS SHALL BE PERMITTED TO PROTRUDE 4-1/2" MAX. MAX» 4" AX. UN IMITED//UNLIMITED//UNLIMITD (B) POST MOUNTED PROTRUDING OBJECTS REDUCED VERTICAL CLEARANCE PROTRUDING OBJECTS IACMI-Protruding_ob jects_ICC-01 7 SCALE: 1/4"=1'-0" TACTILE "EXIT" SIGN SCALE: 3"= 1'-0" CHARACTERS & BACKGROUND OF SIGNS TO BE NON -GLARE FINISH AND TO CONTRAST WITH EACH OTHER (STANDARD COLOR: WHITE ON BLUE BACKGROUND, UNLESS APPROVED OTHERWISE). COLOR & CONTRAST OF SIGN TO BE DISTINCTLY DIFFERENT THAN COLOR & CONTRAST OF WALL. SANS -SERIF UPPERCASE CHARACTERS, RAISED 1/32" PER LOCAL APPLICABLE ACCESSIBILITY STANDARDS CORRESPONDING (GRADE 2) BRAILLE PER LOCAL APPLICABLE ACCESSIBILITY STANDARDS IACSI-Exit-ALL UNOBSTRUCTED FORWARD REACH 10" MAX. UNOBSTRUCTED HIGH SIDE REACH 20" MAX. >20"-25" MAX. (A) (B) OBSTRUCTED HIGH FORWARD REACH (A) 10" MAX. (B) OBSTRUCTED HIGH SIDE REACH > 10"- 24" MAX. MAXIMUM 0.5" 2" 5" 6" 9" 11" REACH DEPTH (13 mm) (51 mm) (125 mm) (150 mm) (230 mm) (280 mm) MAXIMUM 48" 46" 42" 40" 36" 34" REACH HEIGHT (1220 mm) (1170 mm) (1065 mm) (1015 mm) (915 mm) (865 mm) REACH RANGES SCALE: 1/4"=1'- 0" IACMI-Reach_range_ICC-01 CLEAR WIDTH OF AN ACCESSIBLE ROUTE 36" MIN. /- -/ 36" MIN. / / ` / (A) X < 48" (B) X < 48" 180' TURN 180' TURN (EXCEPTION) CLEAR WIDTH AT 180' TURN CLEAR WIDTH SCALE: 1/4"=1'- 0" IACMI-Clear_width_ICC-01 SINGLE BRAILLE CELL Teo 1 O 8 ool G o 0o LqpJ BLANK CELL SPACE BETWEEN WORDS 1001Go rdo G e � • O L9J O© DOT HEIGHT 0.025" MIN. TO 0.037" MAX. MEASURED CENTER TO CENTER. BRAILLE MEASUREMENT RAISED DOT 0.059" MIN. TO 0.063" MAX. NO RAISED DOT SCALE: N.T.S. 15 MSN � / \ / / CIRCULAR TURNING SPACE 48" MIN. L 48" MIN. J SIZE OF CLEAR FLOOR SPACE 60" MIN. r L - r L J Z 0 M BASE z 0 0 12" I_ 36" MIN. jr 12" MIN. MIN. T—SHAPED TURNING SPACE 30" MIN. I_ (B) PARALLEL 'I" SIZE AND POSITION OF CLEAR FLOOR (A) FORWARD SPACE L J 36" MIN. MANEUVERING CLEARANCE IN AN ALCOVE, FORWARD APPROACH CLEAR FLOOR OR SCALE: 1/2"=-1'- 0" 60" MIN. MANEUVERING CLEARANCE IN AN ALCOVE, PARALLEL APPROACH GROUND SPACE IACMI-Floor_space_ICC-01 NOTES: 1. FLOOR OR GROUND SURFACE WITHIN REQUIRED MANEUVERING CLEARANCES SHALL COMPLY WITH [FLOOR OR GROUND SURFACES & CHANGES IN LEVEL] DETAIL AND SHALL HAVE A SLOPE NOT STEEPER THAN 1:48. CHANGES IN LEVEL ARE NOT PERMITTED AT DOOR LANDINGS. 2. THRESHOLDS, IF PROVIDED AT DOORWAYS SHALL BE 1/2" HIGH MAX. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH [FLOOR OR GROUND SURFACES & CHANGES IN LEVEL] DETAIL. 3. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OR THE WRIST. 4. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 LBS (22.5 N) MAX. 5. OPERABLE PARTS OF DOOR HARDWARE SHALL BE 34" MIN. AND 48" MAX. ABOVE THE FINISH FLOOR OR GROUND. 6. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. 7. DOOR AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90' THE TIME REQUIRED TO MOVE THE DOOR TO A POSI11ON OF 12' FROM THE LATCH IS 5 SECONDS MIN. 8. DOOR AND GATE SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSI11ON OF 70' THE DOOR OR GATE SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MIN. 9. THE FORCE FOR PUSHING OR PUWNG OPEN A DOOR OR GATE SHALL BE AS FOLLOWS: 9.1. INTERIOR HINGED DOORS AND GATES: 5 LBS (22.5 N) MAX. 9.2. SLIDING OR FOLDING DOORS: 5 LBS (22.5 N) MAX. 9.3. REQUIRED FIRE DOORS: THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 LBS (66.7 N). 9.4. EXTERIOR HINGED DOORS: 5 LBS (22.5 N) MAX. 10. SWINGING DOOR AND GATE SURFACES WITHIN 10" OF THE FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN THESE SURFACE SHALL BE WITHIN 1/16" OF THE SAME PLANE AS THE OTHER AND BE FREE OF SHARP OR ABRASIVE EDGES. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. 11. WHERE AUTOMATIC AND POWER—ASSISTED DOORS AND GATES WITHOUT STANDBY POWER ARE PART OF A MEANS OF EGRESS THE CLEAR BREAK OUT OPENING AT SWINGING OR SLIDING DOORS AND GATES SHALL BE 32" MIN. WHEN OPERATED IN EMERGENCY MODE. (A) HINGED DOOR z 0 co 32" MIN. 32" MIN. , L 36" MIN. L A (B) (C) SLIDING DOOR FOLDINGDOOR DOORWAYS WIITHOUT DOORS CLEAR WIDTH OF DOORWAYS (A) FRONT APPROACH, PULL SIDE (C) HINGE APPROACH, PULL SIDE 12' MIN.* r r r-- (*) IF BOTH CLOSER AND) LATCH ARE PROVIDE FRONT APPROACH, PUSH SIDE (*) IF BOTH CLOSER AND LATCH ARE PROVIDED. (**) 48" MIN. IF BOTH CLOSER AND LATCH PROVIDED. (E) HINGE APPROACH, PUSH SIDE (D) HINGE APPROACH, PULL SIDE Z r (*) 54" MIN. IF CLOSER IS PROVIDED. (F) LATCH APPROACH, PULL SIDE (*) 48" MIN. IF CLOSER IS PROVIDED. (G) LATCH APPROACH, PUSH SIDE MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS (B) PUSH SIDE (A) PULL SIDE r 112" MIN. 03 A X REVIEWED FOR CODE COMPLIANCE APPROVED JUL 062018 City of Tukwila stILluiNG DIVISION A X (C) PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH MANEUVERING CLEARANCE AT RECESSED DOORS DOORS, DOORWAYS & GATES SCALE: 1/4"=1'- 0" IACDR-1 _ICC -01 THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK. -44-44 w c OTs O i r:4 0 4 crs aa) b0 3015 112th avenue NE, suite 205 \ 0\ n N 141 N r�.wuw) O w co 0 W < co a-- O c°° D ( 0) (/) Z z "W O z Q Z W _ 1�/2 Io y Q 0 -g- > cy, W co >— ct ACCESSIBILITY NOTES & DETAILS REMARKS DRAWN BY: P.C.P. JOB NO.: SEA18-6068-01 DATE :11 w ISSUED FOR CLIENT EVIG. " ,ar PERMIT SUBMITTAL - t :E'VED : TUKWILA 1 r CE\ITER 9 '013 DATE 2018.06.12 2018.06.18 PA / PM: I. CONNOR DRAWN BY: P.C.P. JOB NO.: SEA18-6068-01 SHEET A0.3 Fri, 15 Jun 2018 W: \SEA\18\6068\01 \Architectural\Cad\CD\6068_A11.dwg CAU 110\ IF IHIS SHEL I 15 N U 1 ,50E'x42 H I IS A (E) WAITING (E) EXAM (E) EXAM ROOM ROOM ROOM NEW ADMIN OFFICE (E) PSYCH ROOM (E) DR. ROOM OFFICE: B 126 S.F. / 100 S.F. PER OCC. TOTAL OCCUPANTS = 2 1/16"=1'-O" SII OFFICE: B 1415 S.F. / 100 S.F. PER OCC. TOTAL OCCUPANTS = 15 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 062018 City of Tukwila BUILDING DIVISION THIRD FLOOR - OCCUPANCY AND EGRESS PLAN 0 8' 16' 32' 64' SCALE: 1/16"=1'— 0" N Of SEE SHEET A0.1 & A0.2 FOR ADDITIONAL GENERAL NOTES OCCUPANCY & EGRESS NOTES 2 4 5 6 7 EXISTING LOBBY WITH STAIR TO REMAIN. EXISTING ELEVATOR TO REMAIN. EXISTING STAIR TO REMAIN. EXISTING TENANT SEPARATION WALL TO REMAIN. EXISTING RESTROOM FACILITY. AREA OPEN TO BELOW. WALL—MOUNTED TACTILE "EXIT" SIGN AT LOCATIONS INDICATED. SEE COMMON PATH DISTANCE TO EXITS: (1006.2.1 SPRINKLERED BUILDING) B/BUSINESS 100 FEET MAX. LEGEND 0.7 . rimm MAXIMUM TRAVEL DISTANCE. •���'r rr ��♦�... AREA NOT IN CONTRACT (N.I.C.). AREA CLASSIFIED AS "B" OCCUPANCY WITH AN OCCUPANT LOAD OF 100 PER IBC 2015 OCCUPANCY & EXIT LEGEND N, E, OR R REQUIRED EXIT. EXISTING EXIT. CEILING—MOUNTED EXIT SIGN W/ BATTERY BACKUP, SHADED QUADRANT INDICATES FACE OF LETTERING, SIGN TO INCLUDE DIRECTIONAL ARROW AS INDICATED — SEE ELEC. DWGS. (N)EW (E)XISI1NG OR (R)ELOCATED. NOTE: ADDITIONAL DIRECTIONAL EXIT SIGNS MAY BE REQUIRED PRIOR TO FINAL INSPECTION AND SUBJECT TO BUILDING INSPECTOR. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK. -EDUCED PKI\ I C121 !-11 E o a4 '`‹ U) tri tV J cn O co Q W < co 1 O co `70--c; �z z O to i= Z �W N Fr) Q <- W _' 'S p `_C co 12 Wcip ct THIRD FLOOR - OCCUPANCY AND EGRESS PLAN REMARKS 1 II P.C.P. JOB NO.: SEA18-6068-01 cSTI r,........7 DAV4 A . ",= I STATE OF w EXP. 03-03-19 cn O co Q W < co 1 O co `70--c; �z z O to i= Z �W N Fr) Q <- W _' 'S p `_C co 12 Wcip ct THIRD FLOOR - OCCUPANCY AND EGRESS PLAN REMARKS 1 DRAWN BY: P.C.P. JOB NO.: SEA18-6068-01 DATE rISSUED FOR CNTZEVI0 PERMIT SUBMIIL EI`JE i i CENTER UKWILA B18 D DATE 2018.06.12 w co 0 0 N PA / PM: I. CONNOR DRAWN BY: P.C.P. JOB NO.: SEA18-6068-01 SHEET Al Mon, 18 Jun 2018 \\wma—orch.com\wm\SEA\18\6068\01 \Architectural\Cad\CD\6O68_A21.dwg UAU IIUN: REMOVE PARTITIONS AND RELATED ELECTRICAL OUTLETS AS INDICATED. TERMINATE ELECTRICAL LINES BACK TO POINT OF ORIGIN. REMOVE DOOR AND SIDELIGHT ASSEMBLY. RETURN TO BUILDING STOCK. REMOVE POWER/SIGNAL OUTLETS AS SHOWN. REMOVE ALL WALL AND FLOOR FINISHES THROUGHOUT. FINISHES PER FINISH PLAN. EXISTING MILLWORK TO REMAIN. 1 EXISTING CEILING GRID TO REMAIN THROUGHOUT, U.O.N. PATCH & REPAIR GRID AS REQUIRED. REMOVE ALL EXISTING CEILING TILES. EXISTING LIGHT FIXTURES TO BE REMOVED THROUGHOUT AND REPLACED WITH NEW FIXTURES PER PLAN. •�• �eeeeeee��,reeee®� �_�_ oeeeeeeee��►����. �eeee�eee1eeNeeeeeeeeeeeeeeeeeeeeee"Ir eeeeeeeeer eeeeeeeeeeeeeeeeeeeeeee�eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeece e♦e♦eeeeeeeeee♦eeeeeeee� eeeeee♦eeeeeeeeeeeee♦ INTEGRATED TEMPERED, SLIDING GLASS WINDOW CONSISTING OF (2) PANELS IN ALUMINUM CHANNEL. vir NOV ee=eee=ee=e=e=e=e�e�e_e�ee�ee�e�ee�e�e�e�e�e REFLECTED CEILING NOTES DASHED LINE INDICATES LOCATION OF UPPER CABINETRY. REMAINING METAL STUDS AND GYPSUM BOARD HEADER TO BE ALIGNED AT TOP OF THE DOORS HEIGHT CEILING TILES THROUGHOUT TO BE BUILDING STANDARD. DEMOLITION REFLECTED CEILING PLAN DEMOLITION FLOOR PLAN SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" TYPICAL INSTALLATION OF LIGHT SWITCHES AND T -STATS THROUGHOUT, U.O.N., SEE TYPICAL INSTALLATION OF LIGHT SWITCHES AND T -STATS AT ROOMS WITH SIDELITES, SEE EXISTING ELECTRICAL OUTLET TO REMAIN. EXISTING MILLWORK TO REMAIN, PATCH AND REPAIR CABINETRY FOR "LIKE NEW" CONDITION. EXAM ROOM RELITES TO RECEIVE 3M PRIVACY WINDOW FILM, "DUSTED CRYSTAL", ON INTERIOR SIDE OF GLAZING. INDICATES LINE OF FLOOR TRANSITION II- I NIS ANLL I I NUI ,5U x42 I I A kLUUULU F- <IN GENERAL NOTES: SEE SHEET A0.1 AND A0.2 FOR ADDITIONAL GENERAL NOTES SEE SHEET A0.3 FOR ACCESSIBILITY NOTES & DETAILS NOTES FLOOR PLAN 1. FOR METAL STUD SIZES AND SPACING SEE LIMITING WALL HEIGHT TABLE L/240 2. ALL WALL STUDS TO BE 3-5/8", U.O.N. 3. SEE KEYNOTE INFORMATION FOR ANY REQUIRED INSULATION. 4. CONTRACTOR SHALL PROVIDE RECORD DOCUMENTS AND PROVIDE SAID DOCUMENTATION TO TENANT CONSTRUCTION COORDINATOR OR ARCHITECT UPON COMPLETION. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS (IF ANY) AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. CONTRACTOR TO INCLUDE ALL FLOOR PREPARATIONS IN BASE BID. ALL DRYWALL CORNERS AND COLUMN EDGES TO BE FINISHED WITH CORNER "L" BEAD. ALL EXPOSED EDGES TO BE FINISHED WITH METAL TRIM. DIMENSIONS OF COLUMN FURRING IN A COMMON AREA ARE TO BE EQUAL DIMENSIONS WITH EDGES ALIGNED, U.O.N. INTERIOR GYPSUM BOARD WALL SHALL CONFORM TO ICC REPORT ESR -1338. REFLECTED CEILING PLAN 1. SEE KEYNOTE INFORMATION FOR ANY REQUIRED INSULATION. POWER & SIGNAL PLAN 1. ARCHITECTURAL DIMENSIONS AND LOCATIONS TAKE PRECEDENCE. SEE ELECTRICAL DRAWINGS FOR COORDINATION. IF INCONSISTENCIES OCCUR CONTACT ARCHITECT FOR CLARIFICATION. F::iiiiiIZiP2;P2IWJ �e-e-a-e-e-• • eeeeee' J ___ ���• ���������e���i►EEei�e *SE �e�e�e�e���e ITEM: MFR: COLOR/N0: FINISH: ITEM: MFR: COLOR/N0: FINISH: PAINT - TYPICAL THROUGHOUT, U.O.N. BENJAMIN MOORE AMERICAN WHITE / 2112-70 EGGSHELL CONTRACTOR TO RELOCATE LIGHTING, SWITCHING AND ELECTRICAL CIRCUITING AS REQUIRED. ALL TELEPHONE/ELECTRICAL OUTLETS IN EXISTING WALLS TO REMAIN, U.O.N. PROVIDE NEW ELECTRICAL, DATA AND TELEPHONE OUTLETS AS INDICATED ON PLAN. NEW DATA CABLING TO BE SUPPLIED AND INSTALLED BY TENANT (PLENUM RATED REQUIRED). VERIFY POWER REQUIREMENTS FOR USER PROVIDE EQUIPMENT PRIOR TO INSTALLATION OF RELATED POWER & SIGNAL CONNECTIONS. FINISH PLAN 1. PROVIDE APPROPRIATE SEALER FOR ALL NEW FINISHES PER MANUFACTURER'S RECOMMENDATION. 2 PROTECT FINISHES FROM MARS, MARKS, INDENTATIONS, AND OTHER DAMAGE FROM CONSTRUCTION OPERATIONS AND PLACEMENT OF EQUIPMENT AND FIXTURES DURING REMAINDER OF CONSTRUCTION PERIOD. USE PROTECTION METHODS RECOMMENDED IN WRITING BY MANUFACTURER. 3. INSTALLATION LEVELS OF GYPSUM BOARD FINISHING AS FOLLOWS: 3.1. LEVEL 1 FINISH: WHEN ABOVE FINISHED CEILINGS AND CONCEALED FROM VIEW. 3.2. LEVEL 2 FINISH: AS A SUBSTRATE FOR TILE. 3.3. LEVEL 3 FINISH: WHEN SCHEDULED TO RECEIVE A HEAVY OR MEDIUM TEXTURED FINISH. 3.4. LEVEL 4 FINISH: IN OFFICES AND OTHER AREAS THAT RECEIVE LOWER PUBLIC TRAFFIC AND VISIBILITY. 3.5. LEVEL 5 FINISH: FOR ALL WALLS AND CEILINGS TO RECEIVE A PAINTED FINISH, LIGHTLY TEXTURED FINISH. ROOMS TO RECEIVE PAINT (P-1), RUBBER BASE (RB -1) AND CARPET (C-1), U.O.N. PREPARE WALLS TO RECEIVE (2) COATS EGGSHELL PAINT, U.O.N. LEGENDS • • INDICATES AREA NOT IN CONTRACT (N.I.C.) WALL LEGEND PAINT - CEILING GRID BENJAMIN MOORE T.B.D. EGGSHELL ITEM: MFR: COLOR/N0: SIZE: STYLE: RUBBER BASE - TYPICAL THROUGHOUT, U.O.N. ROPPE BASE CHARCOAL / 123 4" TALL STRAIGHT © CARPET / COVED CO RESILIENT FLOORING REFLECTED CEILING PLAN FLOOR PLAN SCALE: 1 /8"=1'-0" SCALE: 1/8"=1'-0" ITEM: MFR: STYLE: COLOR/N0: INSTALLATION: CARPET - TYPICAL THROUGHOUT, U.O.N. BENTLEY MILLS 'MULTIPLAY' 4MYT4 SUPER EVOLUTION / 401380 GLUE -DOWN SUITE STANDARD DOORS ARE AND SHALL MATCH EXISTING BUILDING STANDARD DOORS. SUITE STANDARD DOOR AND FRAME ASSEMBLY WITH SIDELIGHT. SIDELIGHT AND FRAME TO MATCH EXISTING BUILDING STANDARD. SUITE STANDARD DOOR AND FRAME ASSEMBLY. FRAME TO MATCH EXISTING BUILDING STANDARD. EXISTING DOOR AND FRAME ASSEMBLY TO REMAIN. DOOR HARDWARE SHALL BE AN ACCESSIBLE LEVER STYLE. HARDWARE TO MATCH EXISTING BUILDING STANDARD. PASSAGE SET HARDWARE SET TO MATCH SPECIFICATIONS LISTED ABOVE. PASSAGE SET HARDWARE SET WITH ELECTRIC STRIKES AND ROUGH IN FOR CARD READER PROVIDED BY GC TO MATCH SPECIFICATIONS LISTED ABOVE. EXISTING DOOR HARDWARE TO REMAIN. CEILING LEGEND r - -� L_ - J RETURN TO BUILDING STOCK EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED PARTITION TO UNDERSIDE OF CEILING EXISTING 2'x4' SUSPENDED CEILING GRID REMAIN, NEW TILES TO BE BUILDING STANDARD. EXISTING 2'x4' EMERGENCY FLUORESCENT LIGHT FIXTURE TO BE REMOVED - RETURN TO BUILDING STOCK EXISTING 2'x4' FLUORESCENT LIGHT FIXTURE TO BE REMOVED - 0 EXISTING WALL -WASHING LIGHT FIXTURE TO REMAIN N 2'x4' BUILDING STANDARD INDIRECT DIRECT FLUORESCENT LIGHT FIXTURE TO BE LITHONIA AVANTE. 2'x4' BUILDING STANDARD INDIRECT DIRECT EMERGENCY FLOURESCENT LIGHT FIXTURE TO BE LITHONIA AVANTE. CEILING -MOUNTED EXIT SIGN W/ BATTERY BACKUP, SHADED QUADRANT INDICATES FACE OF LETTERING, SIGN TO INCLUDE DIRECTIONAL ARROW AS INDICATED. NOTE: ADDITIONAL DIRECTIONAL EXIT SIGNS MAY BE REQUIRED PRIOR TO FINAL INSPECTION AND SUBJECT TO BUILDING INSPECTOR. RECEIVED CITY OF TUKWILA JUN 1 0 2018 PERMIT CENTER POWER & SIGNAL LEGEND NOTE: ALL OUTLETS ARE EXISTING TO REMAIN, U.O.N. 11,:,N 110v. DUPLEX RECEPTACLE, MOUNTED VERTICALLY AT +18" A.F.F., U.O.N. "C" DESIGNATES RECESSED TYPE SOCKET. I 4N DEDICATED FOURPLEX RECEPTACLE, MOUNTED AT +18" A.F.F., U.O.N. DATA OUTLET MUD RING, WALL -MOUNTED AT 18" A.F.F., U.O.N. PROVIDE PULL ROPE TO ABOVE ACCESSIBLE CEILING SPACE. WALL -MOUNTED JUNCTION BOX FOR CARD READER AT 48" A.F.F., U.O.N. PROVIDE 3/4" CONDUIT WITH PULL STRING & PULL RING STUBBED 6" INTO ACCESSIBLE CEILING SPACE. LOW VOLTAGE WIRING & CARD READER FURNISHED BY TENANT. POWER & SIGNAL PLAN REVIEWED FOR CODE COMPLIANCE APPROVED • JUL 062018 City of Tukwila BUILDING DIVISION SCALE: 1/8"=1'- 0" is4 W t-7) O E E o cmil -5T r:4 -0 as J 0 0 0\ 0 3 � � cd WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. M W a—O/ L.L - I Z VJ <z W ♦♦F— VJ LLI >8 L C) W (O PA/ PM: I. CONNOR DRAWN BY: P.C.P. JOB NO.: SEA18-6068-01 SHEET A2.1 Fri, 15 Jun 2018 \\wma—arch.com \wm\SEA\18\6068\01 \Architectural\Cad\CD\6068_A31 \6068_A31.dwg (AU IIUIQ: IF I H15 SNtt I I� NUI .5U x42 H I 15 A KtUULtU 1 -'KIN I THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. Pc) g Om r2 4,40:; 42 a� -J M W< co F --p o0 D um) Z z Wcf) < z O J (nce Q w 0 > o UJ CO PA / PM: NOTE: PROVIDE METAL BLOCKING BETWEEN STUDS TO MOUNT LIGHT SWITCH/SENSOR & THERMOSTAT AT DIMENSION INDICATED DRAWN BY: P.C.P. --� SEA18-6068-01 DECK LINE BRACE TO STRUCTURE, WALL TYPE NOTES: 1. INTERIOR GYP. BD. WALLS SHALL CONFORM TO ICC -ESR -1338 s ©© ALTERNATE SIDES. USE METAL Alr STUDS © 4'-0" O.C, MATCH DETAILS REFERENCE: NORTHWEST WALL AND CEILING BUREAU REFERENCE 401 -REVISED 12/2012 SUSPENSION SYSTEMS FOR ACOUSTICAL LAY -IN CEILINGS SEISMIC DESIGN CATEGORIES D, E, AND F. REFERENCED SOURCES PER HIERARCHY: 2012 INTERNATIONAL BUILDING CODE, (IBC), (AM. SOCIETY OF CIVIL ENGINEERS (ASCE) 7-10, AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) C635, ASTM C636, ASTM E 580/E580M, AND CEILING AND INTERIOR SYSTEMS CONSTRUCTION ASSOC. (CISCA). 2. SEE LIMITING WALL HEIGHT TABLE FOR METAL STUD GAUGE AND SPACING WALL STUD SIZE & GAUGE (3 BASED ON WALL HEIGHTS AND STUD SIZES AS NOTED ON EACH WALL TYPE. vv 5/8" 20 GA. MIN.) BEND WEB 3. MAX. STUD SPACING SHALL BE 24". 4. MINIMUM FASTENER SIZE SHALL BE #6 - 1-1/4" SCREWS. 8c FASTEN TO TOP TRACK. MAX. LENGTH OF BRACE 25'-0" / / / 5. MAXIMUM FASTENER SPACING SHALL BE 12" FIELD AND 8" AT EDGES. IIIII111111111111l1111111;111111i1111l131 Is[IltttuulttllutltlliDltltttttllllttll 6. ALL WALL STUDS TO BE 3-5/8", U.O.N. 7. ALL RESTROOM WALL STUDS TO BE 6" AND FULLY INSULATED, U.O.N. %1 1 � , SUSPENDED CEILING, � .. ACOUSTICAL : SEE RCP / g" / DOOR HANDLE / WALL TYPE PATTERN -'1e SCRIBE WALL BOARD TO CEILING / LIGHT SWITCH/SENSOR GRID AND TRIM NEAT AND TRUE 1 I 4. �e , \ THERMOSTAT WALL TAG MODIFIERS: TOP TRACK SECURED TO WALL \ \ \ \ - o d C2= 2-1/2n METAL STUDS .v ��` : BRACE W/ (2) #8 SHEET METAL SCREWS INSUL. FOR SOUND ATTENUATION GENERAL RECOMMENDATIONS: 1. PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6 FEET IN HEIGHT SHALL BE LATERALLY BRACED TO THE STRUCTURE. BRACING SHALL BE INDEPENDENT OF THE CEILING SPLAY BRACING SYSTEM. 2. FOR FURTHER INFORMATION ON BRACING OF NON -LOAD BEARING PARTITIONS REFER TO THE NWCB TECHNICAL DOCUMENT #200-501 3. ALL MAIN BEAMS ARE TO BE HEAVY DUTY (HD). 4. CEILINGS LESS THAN 144 SQ. FEET AND SURROUNDED BY WALLS CONNECTED TO THE STRUCTURE ABOVE ARE EXEMPT FROM THE SEISMIC DESIGN REQUIREMENTS. 5. THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEILINGS AND RELATED COMPONENTS IN AREAS THAT REQUIRE RESISTANCE TO THE EFFECTS OF EARTHQUAKE MOTIONS. ELECTRICAL FIXTURES 1. LIGHT FIXTURES WEIGHING < 10 LBS SHALL HAVE ONE 12 GAGE HANGER WIRE CONNECTED FROM THE FIXTURES TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. 2. LIGHT FIXTURES WEIGHING > 10 LBS. AND < 56 LBS. SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. WIRES 3. LIGHT FIXTURES WEIGHING > 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. 4. PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING A 9 GA. WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. 5. TANDEM FIXTURES MAY UTILIZE COMMON WIRES. MECHANICAL SERVICES 1. TERMINALS OR SERVICES WEIGHING < 20 LBS. SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS OR TO CROSS RUNNERS THAT HAVE THE SAME CARRYING CAPACITY AS THE MAIN RUNNERS. 2. TERMINALS OR SERVICES WEIGHING > 20 LBS. BUT NOT MORE THAN 56 LBS. SHALL HAVE, IN ADDITION TO 5.4.1, TWO 12 GAGE WIRES CONNECTING THEM TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. 3. TERMINALS OR SERVICES WEIGHING MORE THAN 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. SPRINKLERS 1. FOR CEILING WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2 IN. OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF AT LEAST 1 IN. IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE 1 INC. FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. CODE REF. GEN. C3= 3-5/8 METAL STUDS C4= 4" METAL STUDS C6= 6" METAL STUDS _ �-` BOTTOM TRACK FASTENED TO C8= 8" METAL STUDS O �+ .' .; FLOOR 16"O.C. MAX. WALL BASE WHERE OCCURS, LT . SWITCH / T -STAT \ INSTALLATION 16 5/8'r GYPSUM ® BOARD EACH SIDE OVER METAL STUDS, .`� .: SEE FINISH PLANS SEE METAL STUD V. �-� ACOUSTICAL SEALANT TABLE FOR SPACING •' FLOOR LINE WALL TYPE -C- � _,-- WALL TO UNDERSIDE OF CEILING SCALE: 1-1/2"=1'-0" IWAMT-Wall_type_C-01 SCALE: 3/8"=1'-0" IMIMI-Light_switch_T_stat-02 MEMBER DEPTH: FLANGE WIDTH: ALIGN TOP OF WINDOW FRAME WITH TOP OF DOOR FRAME DOOR JAMB 1 5/8" 1.625" X62 X (EXAMPLE: 6" = Soo X 1/100 INCHES) (EXAMPLE' = ALL MEMEBER DEPTHS ARE TAKEN IN 1/100 1/1001NCHS) ALL FLANGE WIDTHS INCHES. FOR ALL "T" SECTIONS MEMBER ARE TAKEN IN 1/100 INCHES. DEPTH IS THE INSIDE DIMENSION. 600 © 162 - 54 STYLE: MATERIAL THICKNESS: m - - - DOOR IN OPEN 1 POSITION SIDELITE STUD OR JOIST SECTION (EXAMPLE: 0.054 IN. = 54MILS; 1 MIL =1/1000 WOOD ROOF/FLOOR DECK (EXAMPLE: =s) THE FOUR ALPHA CHARACTERS UTILIZED BY IN.) MATERIAL THICKNESS IS THE MINIMUM BASE PURLINS OR 2x BLOCKING THE DESIGNATOR SYSTEM ARE: METAL THICKNESS IN MILS. MINIMUM BASE METAL THICKNESS REPRESENTS 95% OF THE DESIGN ATTACHED TO DECK SUPPORTS \ \ S= STUD OR JOIST, T = TRACK, u = CHANNEL, THICKNESS. F = FURRING INTERIOR NON-STRUCTURAL NON -COMPOSITE: ��e�/-� OODHANGERS SC SCREWS 16" O.C. MAX. \\ S f I I PARTIAL PLAN ICC -ESR -2236 USE FOR FURRING PURPOSES ONLY, U.O.N. STUD SPACING 5 PSF STIFFENERS ARE REQUIRED AT ENDS (S) STUD MEMBER SPACING (IN.) O.C. 5 PSF L/240 (S) MEMBER (IN.) O.C. L1240 1-1/2"x4" 12 GA. ANGLE CLIP. MATCH BRACE/STRUT DOOR HANDLE OT T O LIGHT SWITCH/SENSOR 250S125-18 12" 10'-6" 400S125-43 12" 20'-9" WIDTH WITH (2) #10 SCREWS, TYP. 250S125-18 16" 9'-7" 400S125-43 16" 18'-10" ` THERMOSTAT 250S125-18 24" 8'-3" 400S125-43 24" 16'-5" METAL DIAGONAL BRACE AS \ SHOWN ON WALL TYPE N 6 „ -0 - NOTE: ,. ,/,„ ?//%r�,' � r/5„,,,, // //, %/�////% / 7Y,./P/,��i/ i�/ %ice{ /fy///, ,,// ji \ 2 25�/�/'� ���y,/////� %iE'�j %/"�%/�,�!'Ci`/ /////�j/� %�#/(� 4/0/,,,,,,7%),9„//,%}„ /,,,/,�� ��//i���;//T/ ! / , \ \ o PROVIDE METAL BLOCKING BETWEEN STUDS TO MOUNT LIGHT SWITCH/SENSOR &THERMOSTAT AT %,",'!"/" //';'%/ " ' %%/ /�j / % ' // j��/ , % !�%///,/ /; j��/9�j// r<///4/ /'///</a ' /; 4>,////////72)%7/4//92" J' / %7/ '/ / % j'!'' /..,7 % "!'%/' / Ar ',Ijj \ \ 250S125-43 12" 14'-4" 400S125-68 (50 KSI) 12" 23'-8" \ PROVIDE (2) SLIDING TEMPERED DIMENSION INDICATED 250S125-43 16" 13'-0" 400S125-68 (50 KSI) 16" 21'-6" GLAZING ELEVATION GLASS PANELS IN FRAMES MOUNTED IN TRACK -REQS.; LT. SWITCH (OR @ - / T STAT @ S GLASS FRONT) I IT DEL E 76251 250S125-43 24" 11'-5" 400S125-68 (50 KSI) 24" 18'-10" 'o',&'--1Axr %i '/%. ',zi ,,,,,,, g%!"// �/� 6;,f,,,,,,%/////„/ %/��„/ , /,�/:/„ %//'s'%viii /�/ „//j/ "„ ,,,,26'-�7�%%/ /' 1 �,,,,,,,,, „„ ,/,/„. %%/`�%'/ /„/, % ;���'"', /� „/ SATES THAT WEB STIFFENERS ARE REQUIRED AT ALL INDICATES THAT PORT POINTS AND CONCENTRATED LOADS WALL SWAY BRACE ///7i,4/ ,/,,,�i,'�, _/��� ///; r// / 4.,, j///4/V %�jiO/1,, /i/ i� , //i /i ;/ SCALE: 3"=1'-0" IWAMT-Dia_brc_hd_wd-01 SCALE: N.T.S. ICEAC-Code_ref_gen_req-01-SEA 22 SCALE: 3/8"=1'-0"SCALE: 1 3/8 =1 -0 IMIMI-Light_switch_T_stat-01 � *T4//„,2/8/ jj/ 600S125-33 12" 26'-2" ,/,�% �% LATERAL FORCE BRACING (PERSPECTIVE) PLUMB 1 6 / , �� 8 MAX / •'�• �.��•,��•• 4, . -� MAX. 45 ANGLE ,� \ ►�'- .����, �.°' �.�%'" ►' MAX. 45 ANGLE 362S125-33 12" 17'-7" 600S125-33 16" 23'-9" 362S125-33 16" 16'-0" 600S125-33 24" 20'-6" STRUCTURAL WEB MEMBER 362S125-33 24" 14'-0" b, S>'%2 4%3/ / // z ��,20j STEEL BEAM WALL " „4 / r /i � /,� � /i/,, .., / 4,,<;;;/;{,/z///,‘ i Nommeo BOTTOM CHORD Si i�/ /� 1 //// 2/iWili i� //7,9 // /immuk i..t�/,�1r/ rri✓/i��/��� %/ S,,,,„,/ /�%, , �ii� / ,I� � r r /�� t% rill;/iii / / 43, //, 5%iii,, , / y �r/r„/ #J ,r//,r„✓ �r'/ /A,/, VJA I ATTACHED MOLDING WALLr4I REQ.COUNTER �� Avow 3� 2Y�25jj/�/7.2,,e,,,.,�/ / /�� 600S125-54 KSI)12" (50 30'-9" i 3625125-54 (50 KSI) 12" 20'-6" 6005125-54 (50 KSI) 16" 27'-11" 1 POWER DRIVEN 1 u k 3/4 MIN. AT :;; �� �� I SLOPE/SPLAYED SEISMIC BRACING WIRE JJi ATTACHMENT, SEE 362S125-54 (50 KSI) 16" 18'-7" 600S125-54 (50 KSI) 24" 24'" - 362S125-54 (50 KSI) » 24 , „ 16 -3 ,, r////// ////,,/ r�///�, r t31S;1 / � /,/ , /;KSI}/ "" �!„//� / /j, �� //� % /'/iir. % /3"'/14'/ / / 16" MAX. 1 ICC -ESR -1752 2" MIN. UNATTACHED.0,.....:s_-����:== WALLS, �0 � _-;i4,-.-.4......„... _ \�� ._�� ��I .� \ 1 \, \�I'� wow\'\�r� ATTACHMENT DETAILS THIS //, '- SHEET/..7,3,,'„////9/7/,/, •�►°� �t� CEILING ,,,,,,,,, , ?36sjS /, / . /, ,/, /// �' S /i//<rr� / /r // / j//.i///`1l////r//i, / ✓/- / / • ",/ 1 C/ , //' /,' 6 , /,//77,<,4, ,ray / /. / 6' / //ice / %,of,./76, / 74; / /� / � 1111111.0, /9 rr/ ' - ' // ri/i/i///rUi% / /���,//// r \_\_\�\-�_� i', /// /i/ / i2"1� 3 ,'ice r//Dj�%� /; / , j//�//i�r % /44,//// ii/ L9/;}t,/%4%//r%r9��/�%,i/ /i�// . /i /,< ;//////////. / j!✓/'ii/// . ;"' ""i/�d�""%/"';'/ ,62:�i/�//„S(%/ /� �T,� 800S125-43 12" 36'-1" TA g"\\ BRACING ;. COUNTER SLOPE/SPLAYED 400S125 -18x 12" 14'-9" 800S125-43 16" 32'-9" \ 1-1/2"x4" 12 GA. 400S125 -18x 16" 12'-10" 800S125-43 24" _ 28' 8" POWER DRIVEN \ ANGLE CLIP, MATCH \ FASTENERS © \ WIDTH \ WALL / UNATTACHED WALL% SEISMIC BRACING WIRE ATTACHMENT; 400S125 -18x 24 " 10 -5 8 ' 5;0 St �,/ „�„ %%f�%,ii�'r/ / / / 39��j RACE/STRUT 16 MAX. \ WITH (2) #10 SCREWS \ \ , � SPREADER KEEP MOLDING REQ. BAR OR EQUAL TO;/!'%' PERIMETER COMPONENTS VERT BE EMT CONDUIT METAL STUDS OR PROPRIETARY COMPRESSION 1. VERTICAL STRUTS MAY POST. 2. CEILINGS W/ PLENUMS <12"DO NOT REQUIRE LATERAL FORCE BRACING. *PROVIDE,....",',7,47,,,,27,,,,S %'/'/'//<//",'%' '' ;400 12; 3/ %���%�rq0� /i, %/ /'!'_%/�'' ;,///�'///ij '6006,'-/-641%'6/(CA',, //,//r,� %" ''" ""% //"'�%'»' /r, / ICC -ESR -1752 \ \TYP. \ 'f // . s,�/ ����� /;�, s > //�,��j ///' ,'/ r/ , ', // ,��, /�,���/ <,// . ,, , / /% f/,,, //, / ; . / ,// 5 4� !KS ',,J„,//2, �f„��,�,//;?,/,,,�j,,,J��, i ri„ / f! , , ' /i / , �//,,2i}��, /i -r, Ali / / //,, //� 0.-9 ���\ //r�,,/!,////// 1-1/2"x4" . ANGLE \ \ 12 GA CL RACE/STRUT \ MATCH RACE/S 2" MIN. 4" MIN. AT�� UNATTACHED WALLS ' :: �„IP FROM �� SPREADING APART ENGINEERING IF PLENUM > 11'-0" MAX. RECOMMENDED LENGTHS FOR VERITCAL STRUTS /4j�jr�'�jjj/ %j�j %//��' j! / j /�� 800S125-68 50 ( 41'-11"3 NOTE ALL STUD INFORMATION IS BASED ON: 800S125-68(50 2))12" 16 38 -1 oaSCREWS,ITTYP2)#10 Z - �' BEAM B OPEN -WEB STEEL JOIST -. STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) 800S125-68 (50 KSI) 24" 33'-4" A -AT STEEL -AT ICC ESR -3064P LIMITING WALL HEIGHT TABLE -L/240 BRACE CONNECTIONS �I - NNE - NOTES: ' EMT CONDUIT STEEL STUDS - NOTES: SCALE: NONE IWAMT-Height_table-L 240-SSMA 8 SCALE: 1-1/2"=1'-0" IWAMT-Dia brc_conn_stl_frmg-01 ��� WALL MOLDINGS: 1/2" TO 5'-10" 1-5/8 X 20 GA. TO 12'-0" 1. WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL 3/4" TO 7'-8" DBL 1-5/8 X 20 GA TO 15'-0" FLANGE 2 INCHES WIDE, ONE END OF THE MOLDING, THE OTHER END SHALL HAVE CEILING GRID SHALL A 3/4 INCH CLEARANCE BE ATTACHED TO THE WALLTO FROM THE WALL AND FREE 1" TO 9'-9" 2-1/2" X 20 GA 13'-6" '-. ' 11647-0" � ll IP2. A. ‘40 . � � ;. • .; ,y BOTTOM TRACK WITH POWER -DRIVEN FASTENERS AT 16 O.C. MAX. ICC -ESR -1752 LARR # 22668 TO SLIDE. DBL 2-1/2" X 20 GA TO 15'-0" HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED. WIRE AND TIES TO BE 3 TIGHT TURNS AROUND ITSELF WITHIN 3 INCHES. 2. HANGER WIRES SHALL BE 12 GAGE AND SPACED 4 FEET ON CENTER OR 10 GAGE SPACED 5 ' O.C. 3. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. 4. POWDER ACTUATED FASTENERS (PAFs) ARE AN APPROVED METHOD OF ATTACHMENT FOR HANGER WIRES. TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8 INCHES OF EACH WALL WITH A PERIMETER WIRE. 6. WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE ABLE TO RESIST THE DEAD LOAD AND FORCES APPROPRIATE FOR THE SEISMIC CATEGORY.------ 7. FOR ESSENTIAL FACILITIES, HANGER WIRE CONNECTIONS MUST BE CAPABLE OF CARRYING 200 POUNDS AND BRACING (SPLAY) WIRES SHALL BE CAPABLE OF CARRYING 440 POUNDS. SHOT-IN ANCHORS IN CONCRETE ARE NOT PERMITTEp FOR BRACING WIRES. HANGER (SUSPENSION) WIRES A 4 WHERE SUBSTANTIATING DOCUMENTATION PERIMETER CLIPS MAY BE USED TO SATISFY HAS BEEN PROVIDED THE REQUIREMENTS TO THE LOCAL JURISDICTION,1. FOR THE 2" CLOSURE TO BE FOUR 12 GA. WIRES ATTACHED TO ANGLE. 3. THE GRID SHALL BE ATTACHED AT TWO METHOD)SOFFITS EXTENDING TO A POINT GRID AND INDEPENDENTLY SUPPORTED AND ARE DEEMED TO BE EQUIVALENT TO WALLS. ADJACENT WALLS AT LEAST LEVEL LATERALLY BRACED T (POP RIVETS OR APPROVED WITH THE BOTTOM PLANE OF THE TO THE STRUCTURE ABOVE SPLAY WIRES ARE THE MAIN BEAM. WIRES ARE ARRAYED 90' FROM EACH OTHER & AT AN ANGLE NOT EXCEEDING 45' FROM THE PLANE OF THE CLG. HANGER WIRES SHALL BE 12 GA. &4 0.C. OR 10 GA. & 5' 0.C. TERMINAL ENDS OF EA. MAIN OR CROSS TEE MUST BE SUPPORTED WITHIN 8"OF EA. WALL. 12 GA. HANGER WIRE SPACED SPREADER BARS: 1. TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERSj SHALL BE TIED TOGETHER OR `SIIOPTIONAL 4' O.C. ALL WIRE TIES TO BE 3 TIGHT TURNS AROUND ITSELF WITHIN 3 INCHES. VERTICAL BRACING5. I PERIMETER HANGER WIRE S el° #10 SCREWS (TYP.) 1� Sill I.: . Al) . ACOUSTICAL SEALANT HAVE SOME OTHER APPROVED MEANS TO CROSS TEES OR OTHER MEANS TO PREVENT EACH WALL 2. SPREADER BARS ARE NOT REQUIRED AT DIRECTLY TO CLOSURE ANGLES. 3. SPREADER BARS ARE NOT REQ. IF A 90 INCHES OF THE PERIMETER WALL. PREVENT THEIR SPREADING SHALL PERIMETERS WHERE DEGREE INTERSECTING SPREADING. STABILIZER BARS, OCCUR WITHIN 8 IN. OF RUNNERS ARE ATTACHED CROSS OR MAIN IS WITHIN 8 Q} h� `� ,� ! � .. SHALL BE 12' O.0 (MAX) AND BEGIN < 6' FROM WALLS -SEE CHART FOR SIZES AND VERIFY LOCAL CODE REQ. VERT. STRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSIONLATERAL • SYSTEM AND THE STRUCTURE ABOVE (WHEN USED.) / I� I ::.. ' ,__-, N I :•• ` __ ` CONCRETE,B ______----- `-`\I; f*V RF - -`-' REVIEWED FOR .. I ; _-_---____ - -_---__-___ r F T4.�KWIi...� iI a a CODE COMPLIANCE APPROVED , � 2��� ���� 1 4. WHERE SUBSTANTIATING DOCUMENTATION PERIMETER CLIPS MAY BE USED TO SATISFY SPREADER BAR HAS BEEN PROVIDED THE REQUIREMENTS WALL TO THE LOCAL JURISDICTION, FOR SPREADER BARS. MOLDING ax � .iii � / „ � 2 2„ •� LAT. FORCE BRACING 4 EA. 12 GA. WIRE SECURED TO MAIN RUNNER WITHIN 2'-0" OF CROSS. TEE AND SPLAYED 90' FROM EA. OTHER ® O.C. BOTH DIRECTIONS W/ FIRST POINT WITHIN 4'-0'' 3 4" MIN. / FLANGE POP RIVET PERMIT CENTER JUL 06 2018 WALL BASE I�fi.�I� City of IJ ._ �` , FULL HEIGHT N� T l� SCALE: 3"=1'-0" IWAMT-Base_typ-01 `�► SCALE: N.T.S. ICEWC-WIRE-SEA SCALE: N.T.S. ICEAC-Wall-SEA 24 FROM EA. WALL FROM DESIGN BUILD METAL STUD: MAIN BEAM CROSS TEE NOTES: NOTES: 1. CEILINGS CONSTRUCTED OF SCREW -OR -NAIL ATTACHED GYPSUM BOARD ON ONE LEVEL THAT ARE SURROUNDED BY AND CONNECTED TO WALLS OR SOFFITS THAT ARE LATERALLY BRACED TO THE STRUCTURE ABOVE ARE EXEMPT FROM SEISMIC DESIGN REQUIREMENTS. 2. CEILING AREAS EXCEEDING 1,000 SF, HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURAL 1. FOR CEILING AREAS EXCEEDING 2,500 SQ. FT., A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORMED OF THE CEILINGS BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. 2. THE LAYOUT AND LOCATION OF THE SEISMIC SEPARATION JOINT SHALL BE PER THE DESIGNER OF RECORD AND NOTED ON THE PLANS. IF A SEISMIC SEPARATION JOINT IS REQ. BY THE DESIGNER THE DESIGNER MAY USE THE GENERIC JOINT DETAILED DETAILED IN THIS DOCUMENT OR A PROPRIETARY JOINT. THE AMOUNT OF FREE MOVEMENT (GAP DESIGN) SHALL BE A MINIMUM OF 3/4 INCH. 3. IN LIEU OF SEISMIC SEPARATION JOINTS, THE CEILING MAY BE DIVIDED INTO AREAS <2500 SF BY THE USE OF PARTITIONS OR SOFFITS AS FOLLOWS: PARTITIONS SHALL EXCEED A MINIMUM OF 6" ABOVE THE LEVEL PLANE OF THE GRID AND SHALL BE INDEPENDENTLY BRACED TO THE STRUCTURE ABOVE. SOFFITS SHALL EXTEND A POINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE GRID AND SHALL BE INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE. I 0 31 8 Y SEISMIC SEPARATION JOINT 1. STEEL STUDS AND RUNNERS: MINIMUM BASE -METAL THICKNESS: a. 25 GAGE UNLESS INDICATED OTHERWISE ON DRAWINGS OR BELOW: 1) INTERIOR METAL STUD/GYPSUM BOARD ASSEMBLIES, TYPICAL LOCATIONS: WITHSTAND LATERAL LOADING(AIR PRESSURE)OF 5 PSF WITH DEFLECTION LIMIT NOT MORE THAN L/240 OF PARTITION HEIGHT. 2) INTERIOR METAL STUD/GYPSUM BOARD ASSEMBLIES AT LOCATIONS WITH CERAMIC TILE OTHER HARD SURFACE FINISHES: WITHSTAND TYPICAL LATERAL LOADING (AIR PRESSURE) WITH DEFLECTION LIMIT NOT MORE THAN L/360 OF PARTITION HEIGHT MINIMUM 20 GAGE STUDS AT 16" ON CENTER 3) WHERE .WALL MOUNTED EQUIPMENT, WOODWORK, AND CASEWORK ITEMS ARE INDICATED AS SHOWN ON DRAWINGS, PROVIDE MINIMUM 16 GAGE STUDS. 4) AT PARTITIONS SCHEDULED TO RECEIVE TILE BACKING PANELS OR CERAMIC TILE FINISH, PROVIDE MINIMUM 22 GAGE STUDS. 5) AT JAMBS OF OPENINGS PROVIDE TWO MINIMUM 20 GAGE STUDS. 6) CEILINGS: AT CEILINGS USING MOLD -MILDEW RESISTANT GYPSUM, FRAMING TO BE 16 INCHES O.C. FOR 5/8" GYPSUM. 7) REFER TO DIVISION 5 FOR COLD FORMED STUD FRAMING WHICH IS EXPOSED TO WIND LOADS AND FOR STUDS CARRYING HEAVY VERTICAL LOADS (STONE TILE THICKER THAN 3/4 INCH, ETC) b. WHERE PARTITION HEIGHTS EXCEED STUD MANUFACTURER'S RECOMMENDED SPANS, PROVIDE STRUCTURAL CALCULATIONS. DESIGN BUILD METAL STUD OR OR 5 HEAVY-DUTY CEILING SYS?EMS TWO (2) NO. 12 GAUGE WIRES LATERAL FORCE BRACING MEMBERS MUST BE SECURED FROM LIGHT & MUST BE SPACED A MINIMUM OF 6 " MECHANICAL FIXTURES AT FROM ALL HORIZONTAL PIPING OR OPPOSING CORNERS FIXTURE'S DIAGONAL. BE SLACK. ALONG THE DUCT WORK THAT IS NOT PROVIDED WIRES MAY WITH BRACING RESTRAINTS FOR HORIZ. FORCES. BRACING WIRES MUST BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT a � I 4 ( SYSTEM(LATERAL FORCE BRACING)SHALL BE PROVIDED. 3. LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS (COMPRESSION POSTS) AND SPLAY WIRES. 4. LATERAL FORCES BRACES SHALL BE 12 O.C. (MAX) AND BEGIN NO FURTHER THAN 6 FROMCEILING WALLS. WHEN HEAVY-DUTY SYSTEMS ARE USED, SUPPLEMENTAL HANGERS ARE NOT REQUIRED IF A 48"ELSEWHERE PATTERN IS FOLLOWED. MODULAR HANGERl'ITIll ' A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL LOADS, WHICHEVER IS GREATER, WITH A SAFETY FACTOR OF 2. LIGHT FIXTURE -�-�(� 5. SEISMIC SPLAY WIRES ARE TO BE 4 - 12 GA. WIRES ATTACHED TO THE MAIN BEAM. WIRES ARE PLANE OF NOTES: I� 1I ARRAYED 90' FROM EACH OTHER AND AT AN ANGLE NOT EXCEEDING 45' FROM THE THE CEILING. 6. SEISMIC SPLAY WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD WITH A FACTOR OF 2, WHICHEVER IS GREATER. 7. POWDER ACTUATED FASTENERS (PAFs), WHEN USED FOR SEISMIC APPLICATIONS ARE PART OF Alk,, SUSPENDED CEILING GRID ' / PROVIDE AT SUPPORT T (LESS THAN 56 LBS.) MINIMUM OF 2 SCREWS OPPOSIT CORNERS OF WIRES, OR SCREW ON -BAR SAFETY CLIPS AT SIDES 1. THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEILINGS INCLUDING GRID, PANEL OR TILE, LIGHT FIXTURES AND AIR TERMINALS WEIGHING NO MORE THAN 4 LBS. PER S.F. 2. ALL WIRE TIES ARE TO BE THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4' O.C. CHANGES. 3. CHANGES TO CEILING PLANES WILL REQUIRE POSITIVE BRACING. LATERAL FORCE BRACING THE PRESCRIPTIVE PATH IN SEISMIC DESIGN CATEGORIES D, E, AND F, AND SHALL HAVE AN ICC -ES FOR APPROVAL AND REQUIRE "SPECIAL INSPECTION" IRRESPECTIVE OF THE TYPE OF OCCUPANCY CATEGORY THE STRUCTURE IS IN. PAF ANCHORS FOR KICKER WIRES (SPLAYED WIRES INSTALLED FOR PURPOSES OTHER THAN SEISMIC RESTRAINT) ARE EXEMPT FORM THIS REQ. 8. SPLAY WIRES ARE TO BE WITHIN 2 INCHES OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. 9. RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. 10. CEILINGS WITH PLENUMS <12 INCHES TO STRUCTURE ARE NOT REQUIRED TO HAVE LATERAL FORCE BRACING. SUSPENDED CEILING BRACING 20 OR ENDS. LIGHT FIXTURE @SUSPENDED CLN - SCALE: N.T.S. ICEAC-Seismic_separation-SEA 10 SCALE: N.S.C. IWAMT-Design_Build-Metal_Stud SCALE: N.T.S. ICEAC-Susp_light_heavyduty-02 SCALE: N.T.S. ICEAC-Lateral_force_bracing-SEA SCALE: N.T.S. ICEAC-Susp_vertical_strut-SEA THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. Pc) g Om r2 4,40:; 42 a� -J M W< co F --p o0 D um) Z z Wcf) < z O J (nce Q w 0 > o UJ CO PA / PM: I. CONNOR DRAWN BY: P.C.P. JOB NO.: SEA18-6068-01 SHEET A3.1 CO 0