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HomeMy WebLinkAboutPermit D13-094 - BLOWN AWAY BAR - TENANT IMPROVEMENTBLOWN AWAY BAR 979 SOUTHCENTELR MALL D13-094 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: htto://www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 979 SOUTHCENTER MALL TUKW Suite No: Project Name: BLOWN AWAY BAR Permit Number: D13-094 Issue Date: 04/10/2013 Permit Expires On: 10/07/2013 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: GUY GIBSON Address: 12369 S NEW ERA RD , OREGON CITY OR 97045 Contractor: Name: DIRTY WORK Address: 12369 S NEW ERA RD , OREGON CITY OR 97045 Contractor License No: DIRTYW*916B1 Lender: Name: BLOWN AWAY BAR (TENANT) Address: Phone: 503 720-7558 Phone: 503 720-7558 Expiration Date: 01/31/2015 DESCRIPTION OF WORK: TENANT IMPROVEMENT Value of Construction: $50,000.00 Fees Collected: $1,583.80 Type of Fire Protection: SPRINKLERS/AFA International Building Code Edition: 2009 Type of Construction: IIB Occupancy per IBC: 0019 Electrical Service Provided by: PUGET SOUND ENERGY **continued on next page** doc: IBC -7/10 D13-094 Printed: 04-10-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non -Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: Lk—to—I 3 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: ,DG-�,r/itis 7) Date: 4+41 This permit shall become null and void if the work is not commenced within 180 days from 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 DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non -building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. doc: IBC -7/10 D13-094 Printed: 04-10-2013 7: All construction shall be done in conform with the approved plans and the requireme�of the International Building Code or International Residential C International Mechanical Code, Washingto to Energy Code. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: 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. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 12: 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). 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 14: 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. 15: ***FIRE DEPARTMENT CONDITIONS*** 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 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 arty extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 18: 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). (IPC 906.7 and IFC 906.9) 19: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 20: 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) 21: 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, 4-3, 4-4) 22: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 23: 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) 24: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 25: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) doc: IBC -7/10 D13-094 Printed: 04-10-2013 26: Aisles leading to required exits shall bliVided from all portions of the building and 4Dequi red width of the aisles shall be unobstructed. (IFC 1013.4) 27: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 28: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13-8.6.5.3.3) 29: 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. 2327). 30: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2328. (ALL FIRE ALARM COMPONENTS TO BE TIED TO THE MAIN MALL FIRE ALARM PANEL.) 31: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2328) 32: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2328) (IFC 104.2) 33: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 34: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 35: Post address on storefront per approved Westfield standards. 36: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 37: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 38: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. doc: IBC -7/10 D13-094 Printed: 04-10-2013 CITY OF TUK LA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Pe_ _ it No. Project No. Dia-o�`I Date Application Accepted: Date Application Expires: ot oct (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: Tenant Name: 7ul r -3/C"' LI" c‘rs King Co Assessor's Tax No.: " ► 1' L0V i% Suite Number: 2-yC.9 Floor: / v 5 New Tenant: ix Yes ❑..No PROPERTY OWNER Company Name:, ‘,‘,/ G t_s__ R '3 Name:-cf 1 1 eco City: /'i 0pZip: 57Dyr / Address: 0 0 �, DX \2,)0011,0 Address: 1G� el/ki / City: C 1 wC.4,91 pStatew � Zip: GIN( CONTACT PERSON — person receiving all project communication Company Name:, ‘,‘,/ G t_s__ R '3 Name: 6(j C4,437Qi/\, City: /'i 0pZip: 57Dyr / ICom^State: Phone: c_? u Address: 1G� el/ki / 19 City: O,re - p -n State: Q 1� C1l Zip: /y ,�tot� "v II Phone: 7tWiloti City: State: Email: avliti lia? et(A. 1 Phone: ---- GENERA'CCONTRACTOR INFORMATION Company Name:, ‘,‘,/ G t_s__ R '3 Address: 1 2 /_ 9 I c, ii ,c). tiLi Eirt,\ 0 City: /'i 0pZip: 57Dyr / ICom^State: Phone: c_? u Contr Reg No.: ))'; iv ty'/�3F�xp Date: et 1).A i / ( ( `t t Tukwila Business License No.: H: \Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh ARCHITECT OF RECORD Company Name: , 0 , C ;� ,/'`e .( Architect Name: 0,7 1,1 e Fe .rt 1 l Address: yi c E Cwt,. A, Lye 5t iqi City: ms i l \ tatT\ FL Zip:, 3 9q Phone: 55q _ ei,,z?r' OlFejx: Email: i/'o..iy\ `p () IA izkwvp&Irv_ e til • (Ov ENGINEER OF RECORD MILName: Company Name: gij / Address: Engineer Name: Address: State: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 1 .27.095) MILName: (p/i— gij / Address: City: State: Zip: Page 1 of 4 • BUILDING;PERIVIIT INFORMATIO1 66'2431;3670 Valuation of Project (contractor's bid price): $ SC' d a C9 Describe the scope of work (please provide detailed information): Existing Building Valuation: $ Will there be new rack storage? ❑ ....Yes ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas.in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: /r Sprinklers Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Saf ty ata Sheets. 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. H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 Existing Interior Remodel Addition to; , Existing Structure New Type of Construction per': ' IBC .Type of. Occupancy per " IBC l' Floor I L l ^n ! V ;•2nd. Floor 3rdFloor Floors thiu', Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck ' Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: /r Sprinklers Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Saf ty ata Sheets. 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. H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 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 Signature: TH!'IZ Print Name: Mailing Address: Date: i '_( 9—) 3 G\ rl S C) Day Telephone:S 03 - 720 - 755W -- 1? -16 d.OT3. Crt State 97 Zip H:\Applications\Forms-Applications On Line\2012 Appbcations'Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 4 of 4 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila ❑ ...Water District #125 0 .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate 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. ❑...Valley View ❑ ...Sewer Availability Provided ❑... Highline O ...Renton 0... Renton ❑... Seattle Submitted with A..lication mark boxe which a..1 ❑ .. Civil Plans (Maximum Paper Size — .. • Technical Information Report (Storm ❑ .. Bond 0... Insurance 2" x 34") inage) Easement(s) Proposed Activities (mark boxes that apply): ❑ .. Right-of-way Use - Nonprofit for less than 72 ho ❑ .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ .. Total Cut ❑ .. Total Fill ❑... Geotechnical Report 0...Maintenance Agreement() ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) O ...Right-of-wax se - Profit for less than 72 hours 0...Right-of- ay Use — Potential Disturbance cubic yards cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑...Abandon S ❑... Curb Cut ❑...Pave nt Cut ❑... Los .ed Fire Line .'Work in Flood Zone ...Storm Drainage nk ❑ .. Permanent Water Meter Size (1) " WO # (2) ❑ .. Temporary Water Meter Size (1) " WO # (2) ❑ .. Water Only Meter Size " WO # ❑ .. Sewer Main Extension 'ublic ❑ Private ❑ ❑ .. Water Main Extension ... Public ❑ Private ❑ ❑...Grease Interceptor ❑... Channelization ❑...Trench Excavation 0...utility Undergrounding ' WO # (3) " WO # ' TWO# (3) " WO# educt Water Meter Size ❑.. FINANCE INFORMATIO Fire Line Size at Prope Line 0 .. Water Monthl Service lllin • to: Name: ❑ .. Sewer Number of Public Fire Hydrant(s) ❑ .. Sewage Treatment Day Telephone: Mailing Address: City Water Meter Refund/Billing: Name: Mailing Address: State Zip Day Telephone: City State Zip H:Wpplications\Forms-Applications On Line\2012 Applicanons'Permit Application Revised - 2-7-I2.docx Revised: February 2012 bh Page 3 of 4 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.gov RECEIPT Parcel No.: 9202470010 Permit Number: D13-094 Address: 979 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 03/14/2013 Applicant: BLOWN AWAY BAR Issue Date: Receipt No.: R13-01272 Payment Amount: $961.65 Initials: WER Payment Date: 04/10/2013 10:37 AM User ID: 1655 Balance: $0.00 Payee: CARL PENNINGTON TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 592698 ACCOUNT ITEM LIST: Description 961.65 Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 957.15 640.237.114 4.50 Total: $961.65 cr;nhzd• ne_1n_7nlg CMT of Tukwila, R Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http:/hvww. ci. tukw ila.wa. us SET RECEIPT RECEIPT NO: R13-01046 Initials: JEM Payment Date: 03/14/2013 User ID: 1165 Total Payment: 714.82 Payee: GUY GIBSON DBA DIRTY WORK SET ID: S000001942 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount D13-094 EL13-0255 PG13-035 TOTAL: 622.15 44.63 48.04 622-.15 TRANSACTION LIST: Type Method Description Amount Payment Check 1395 714.82 TOTAL: 714.82 ACCOUNT ITEM LIST: Description Account Code Current Pmts ELECTRICAL PLAN - NONRES 000.345.832.00.0 PLAN CHECK - NONRES 000.345.830 44.63 670.19 TOTAL: 714.82 INSPECTION RECORD' Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 g (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: 10C,JN\ AVipt4 afire Type of Inspection: t ---7.1-7.-K3 A L. -- Address: G %G G • C • Yti1 n LL - Date Called: Special Instructions: Date Wanted:. --I©-�. .. p.m. Requester: Phone,No: 03- 7 2u--7s:u. © Approved per applicable codes. Corrections required prior to approval. COMMENTS: -2 Rf-fr rrinz1A7 �-' -19g P41/04 1 5 REINSPECTION FEE REQUIRED. rior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: " 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) 431-2451 D13--0 L) Prp�jectt: ]� �i 1 , j /� /� Type of Inspection: (r Address: 9--7S 'fl I' \ » t111R (t. Date Called: n Special Instructions: Date Wanted:. �` Requester: PhNo: onO3-720-7j; 5JApproved per applicable codes. Correctto ' 4tIti red-prlor to approval. COMMENTS: ! esb n a.q 8o* SLi .P 1 n•\,.,c, lk C 48- f r r` . L ctor: REINSPECTION FEE d at 6300 Southcel Date: REQUIRED. rior to next inspection. fee must b'? ter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. •J'J CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 g (206) 431-3670 Permit Inspection; Request Line (206) 431-2451 Project: - (3.t ...bcisi ► J Au3r1c4 klA Type of Inspection: j i 1 r} a - +v Address: FA -7 c . .)c(IJP rn P% 1 I Date Called: Special Instructions: Date Wanted-:—.) J / — k a.m., p.m. Requester: Phone No: -nQ3-"720--7' a Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: {J n li�ct0i.j . w JJ n/vvta 11 I ' Gu J r Date: 5- �7- l� REINSPECTION FEE REQ�IRED. Prior to next inspection. fee must be pa/id at 6300 Southcenterfilvd.. Suite 100. Call to schedule reinspection. V INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa`1:98188 206-575-4407 Project: /� - vocoo AU ( Type of Inspections 6C -e_ Frail Address:Contact Suite #: 37q .S„uf.),,e,-hr %flj Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 15e.c. F461/ / r rmf - 013-0q,/ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: (ie f. p•mcif Date: 3-/-02, 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 6/11/10 T.F.D. Form F.P. 113 1 INSPECTION NUMBER r INSPECTION RECORD Retain a copy with permit12, - 0/3-Oq'/ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 'Type r 13t® e; / o�j Sprinklers: Fire Alarm: of Inspection: I +" Address: / G.,Suite #: 90 1 5-064 � ce 7 J 4/1 Contact Person: Special Instructions: Phone No.: 0 , - NIApproved per applicable codes. Corrections required prior to approval. COMMENTS: FA g nom, l -0 l< Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: C/ f Date: rhm, Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoicefrom 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 6/11/10 T.F.D. Fo/m F.P. 113 II/PERMIT COORD COPD PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-094 DATE: 03/14/13 PROJECT NAME: BLOWN AWAY BAR SITE ADDRESS: 979 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: 22'x' ui ding Division Pubic Wbrks 4,14(\ A-wC 4-H3 PAM tUi D3.11,0 Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03/19/13 Complete Incomplete ❑ Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUESITHURS ROUTING: Please Route 1SLI Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/16/13 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Contractors or Tradespeople Piter Friendly Page • General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name DIRTY WORK UBI No. 602374732 Phone 5037207558 Status Active Address 12369 5 New Era Rd License No. DIRTYW*916B1 Suite/Apt. License Type Construction Contractor City Oregon City Effective Date 1/21/2009 State OR Expiration Date 1/31/2015 Zip 97045 Suspend Date County Out Of State Specialty 1 General Business Type Individual Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status DIRTYW'962DS DIRTY WORK Construction Contractor Carpentry /Framing Siding 3/10/2004 3/10/2006 Re - Li Li Business Owner Information Name Role Effective Date Expiration Date GIBSON, GUY DALE Owner 01/21/2009 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 Wesco Insurance Co 46wb011167 01/21/2013 Until Cancelled $12,000.0012/06/2012 12/04/2012 3 Platte River Ins Co 41243331 01/21/2012 Until Cancelled 03/06/2012 $12,000.0001/13/2012 12/04/2012 2 Great American Ins. o. 6692468 01/21/2011 Until Cancelled 06/18/2012 $12,000.00 01/14/2011 1 American Contractors Indem CO 100061348 01/21/2009 Until Cancelled $12,000.00 01/21/2009 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 4 Security National Insurance NA104222601 01/21/2013 01/21/2014 $1,000,000.00 12/04/2012 3 Coavigatorslns 36-10133185 01/21/2012 01/21/2014 01/21/2013 $1,000,000.00 12/04/2012 2 NAVIGATORS INS CO 3610107825 01/21/2010 01/21/2012 $1,000,000.00 01/21/2011 1 NAVIGATORS INS CO 361000362 01/21/2009 01/21/2010 $1,000,000.00 01/21/2009 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions/Citations Information No records found for the previous 6 year period httns://fortress.wa.gov/lni/bbin/Print.aspx 04/10/2013 J ABV AFF ACC ACOU APC ADD ADJ A/C ALT AL, ALUM ANC AB L- ANOD ARCH AUTO AVE AVG 13LO It ft WESTFIELD SOUTHCENTER SPACE 240 PROJECT INFORMATION CODE REFERENCE - WA51-4!NCs T ON STATE BUILD ING CQDE - WASHNGTON STATE AMENDMENTS - 2009 INTERNATIONALL BU1LDINv CODE - 2009 INTERNATIONAL MECHANICAL ,C 'DE 2009 INTERNATIONAL FIRE CODE 2009 UNIFORM PLUMBING CODE. - 2009 WASHINGTON `TATE ENERGY CQDE 2009 WA51-%ING`++.ONI STATE VENTI _4T ON AND INDOOR QUALITY CODE AMERICANS i!ill-1 E HABIL! rS ACT. INCLUDING REVISIONS THROUGH SUPPLEMENTS ALL LOCAL ORDINANCES HAVING JURISTICTION NATIONAL FIRE PROTECTION ASSOCIATION LIFE SAFETY CODE. PRIMARY OCCUPANCY GROUP "B" BUSINESS CLASSIFICATION FEBC ALT. LEVEL LEVEL 2 IL CONSTRUCTION TYPE TYPE IECONSTRUCTION THROUGHOUT WITH ITP UJFRGTECTED ROOF OF CONSTRUCTION. EXISTING FLOOR BETWEEN 1ST AND 2ND STORY TWIN CAST 4" THICK CONC. TENANT INFORMATION OCCUPANCY / EXIT REQUIREMENTS SQUARE FOOT - 960 SF OCCUPANT LOAD = 21 MINIMUM NUMBER OF EXITS EXITS WIDTH REQUIRED: 21 OCCUPANTS X 47' EXITS WIDTH PROVIDED: 72" S.F. INFORMATION TOTAL SQUARE FOOT -- 960 SE ABOVE ABOVE FINISHED FLOOR ACCESS ACOUSTICAL ACOUSTICAL PANEL CEILING ADDENDUM ADJACENT AIR CONDITIONING :ALTERNATE ALUMINUM ANCHOR, ANCHORAGE ANCHOR BOLT ANGLE ANODIZED ARCHITECT (URAL) AUTOMATIC AVENUE AVER AGE BM BLK BLKG BD BOT BRG BLDG. BUR BEAM BLOCK BLOCKING BOARD BOTTOM BEARING BUILDING BUILT UP ROOFING CAB CB CI CLG CEM CER CT CI R CCTV CLO COL CONC CMU CONST CONT CON TR CJ CORR CABINET CATCH BASIN CAST IRON CEILING CEMENT CERAMIC CERAMIC TILE CIRCLE CLOSED CIRCUIT TELEVISION CLOSET COLUMN CONCRETE CONCRETE MASONRY UNIT CONSTRUCTION CONTINUOUS OR CONTINUE CONTRACT (OR) CONTROL JOINT CORRUGATED CRS CFM CU.F T. CYD DEMC DTL DI AG Di A, DIM DIV DR DBL DN ^S I_a DWR DWG DF DW COURSE (S) CUBIC FEET PER MINUTE CUBIC FOOT CUBIC YARD DEMOLISH DEMOLITION DETAIL DIAGONAL DIAMETER DIMENSION DIVISION DOOR DOUBLE DOWN • DOWN SPOUT DRAIN DRAWER DRAWING DRINKING f CONTAIN DISHWASHER LF' ELEC EWC EWH ELE:v EMER EQ EXH D(1S EXPJT, EJ EXT EACH EAST EL EC'�IC (AL) ELECTRIC WA TER COOLER ELECTRIC', WATER HEATER ELEVATION ELEVATOR EMERGENCY EQUAL EXHAUST EXISTING EXPANSION JOINT EXTERIOR, FEE E L FA FE EEC FH ri FD i' LU R END FINISH (ED) FINISH FLOOR ELEVATION FINISH FLOOR LINE FIRE ALARM FIRE EXTINGUISHER FIRE EXTINGUISHER CAE?iI' ET FIRE HYDRANT FLOOR (ING ) FLOOR DRAIN FLUORESCENT FOUNDATION 1' ALL IDEAS, DRAWINGS, PROPERTY OF THE ARC: CONNECTION WITH PROJECT SHALL NOT Ei WITHOUT THE WRITTEN ;-- NEW BEAUTY SALON REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE. Fevi3ions will require a new plan submittal and may include additional plan review fees. COPYRIGHT 21•31151111133.1•1115 11311111••15.11.1531. S AND ARRANGEMENTS INDICATED OR REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND THE LCT OR ENGINEER OF RECORD. THEY WERE CREATED FOR AND DEVELOPED FOR USE ON AND IN IFIED PROJECT. THE IDEAS, DESIGNS, DRAWINGS, PLANS AND ARRANGEMENTS OF THE SPECIFIED D E:Y OR DISCLOSED TO ANY PERSONS, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER ISSION OF THE ARCHITECT OR ENGINEER OF RECORD. FILE COPY PennKNo. t• 13r wig Pian rPview approval is subject to errors and omissions. A~ . 0 LI of construction documents does not authorize th: %,-; .'°, anion of any adopted code . • • finance. Receipt of pproved Field ' . �, isacknowledged: BY Date:. , (Di ►� City Of'lbkwila BUILDING DIVISION NORDSTROM nacos ;it,/ 000 0 "i CJ 0© CJ 0 LI 0 LI J TPenne - Ll. El L tSEPARATE PERMIT REQUIRED FOR: t�echaniaat LrElectrical Cr mbing & as Piping City of Tukwila BUILDING DIVISION, LOCATION OF PROJECT 7-1 i FP FUR CA GAL `,/ GL. GB GWE HOW HTG H VAC A FRAME (D).. (ING. FURRED (ING) GAGE, GAUGE GALVANIZED GENERAL CONTRACT(); GLASS, GLAZING GRAB BAR GYPSUM. \'ALLBO ,;= C H H :A HM F -IORZ HB HR IN INCAN INCL INSU_, O INT INV JT KIT I ,3 0 LAM LAV LH LLV LLH iT LVR HARDWARE .EATING HEATING/VENTILATING, EIGHT HOLLOW CORE HIGH HOLLOW METAL. HOLLOW METAL zRAMiH HORIZONTAL. 0: BIBB HOUR INCH INCANDESCENT NCLUDE -(0) (INC:. INSULATION- INSIDE SULATICN.INSIDE DIAMETER INTERIOR INVERT JOINT KITCHEN LABORATORY AMINATE (D) LAVATORY LEFT ?-LAND LENGTH LONG LEG VERTICAL LONG LEG HOPIZC. T LIGHT LOUVER LOCATION MAP REVIATIONS LEGEND COND. MH MFR MKBD MAS MO MAX MECH MED MTL MIN MISC MULL MANHOLE MANUFACTURE '(ER) MARKER BOARD MASONRY MASONRY OPENING MAXIMUM MECHANIC (AL) MEDIUM METAL MINIMUM MISCELLANEOUS MULLION NRC NOM N NIC NTS NO, # OC C)PG OPP OA OH OZ OD NOISE REDUCTION COEFFICIENT NOMINAL NORTH NOT IN CONTRACT NOT TO SCALE NUMBER ON CINE, (-S) OPENING OPPOSITE ,OVERALL OVERHEAD OUNCE OUTSIDE DIAMETER PNL PTD PTR PKG PVMT PLAS PLAM PL PWD PVC PCF PSF FSI PT PREFAB PL PANEL PAPER TOWEL DISPENSER PAPER TOWEL RECEPTOR PARKING PAVEMEN T PI Ac TIC PLASTIC _AMINATE LATE PLYWOOD POLYVINYL CHLORIDE POUNDS PER CUBIC FOOT POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED PREFABRICATE (D) PROPERTY LINE QT QUARRY TILE R RADIUS RL RR REF 'EFR REINF RCP REQ'D RA REV R: R/W RD RM RO REVISIONS 979 SOUTHCENTER TUKWILLA, WA List Of Drawings Cover Sheet Notes Sheet Notes `sheet Notes Sheet Life Safety Han Demolition Plan New Floor Han. __evations Elevations Elevation . Elr- , evations Elevations Reelected Ceiling Han . Details . 'Electric Pion . . . . . Electric Riser. Caics . Plumbing Plan .TS— i . A1.0 . A1.1 . A1.2 A2.0 . A2.2 . A3.0 . A3.1 . A3.2 . . A4.0 . A4.1 . E2.0 . E2.1 . P1.0 TABLE 1016.1 OCCUPANCY ilAXIMUM "RHvE>L DISTANCE 11.11 -n-1 -1 SPS INKLE R SYSTEM !S 250 FEET. TRAVEL DISTANCE WITHIN TENANT SPACE 19 ESS THAN 250 FEET, FIRE RESISTANCE R EQ!UIRIE ENTS: SECTION 4024.5.1 WHERE DOORWAYS TO EXITS PASS4c `L,UAYS SHALL BE P'RO'TECTED f3Y I-I-iCU .= RE DOOR. ASSEMBLY THAT 19 SELF CLOSING BY SMOKE DETECTION IN ACCORDANCE WITH SECTION 11'1%43.3, SECTION 402.12 EACH TENANT SHALL. BE SEPARATED BY A FIRE PARTITION IN ACCORDANCE TO ;SECTION 109. RAILROAD REFERENCE REFRIGERATOR REINFORCE (D), (INC) REINFORCED CONCRETE PIPE REQUIRED RETURN AIR REVISION (S), RE"/SED RIGHT HAND RIGHT OF WA' ROOF DRAIN ROOM ROUGH OPENING SCH SEC SH ' SH SIM SLD S STC SPEC SPKR 50 SS STD STI ST STD S TR SU SP SYS SCHEDULE SECTION SMELT SHELF, SHELVING_ SIMILAR STUDENT LEARNING DISABILITIES SOLID CORE SOUTH SOUND TRANSMITTANCE COEFFICIENT SPECIFICATION (S) SPRINKLER SQUARE STAINLESS STEEL STANDARC STEEL STREET STORAGE STRUCTURAL SUSPENDED SYSTEM TKBD TEL TV TH!< THR .TPD T/SL T/ST T/W TB T TYP TACKBOARD TELEPHONE TELEVISION _:HICK (NESS) THRESHOLD TOILET PAPER DISPENSER TOP OF SLAB TOP OF STEEL TOP OF WAL L TOWEL BAR TREAD TYPICAL UC UL UR _ON UNDERCUT UNDERWRITER'S LABORATORY URINAL UNLESS OTHERWISE NOTED VERT VCT VOL VERTICAL VINYL COMPOSITION TILE VOLUME WC WH WP WI WWF W W w/ W/O WD WATER CLOSE WATER HEATER WATER =ROOFING WEIGH T WELDED WIRE FABRIC WEST WAD"Fi, 'MDE WITH WITH OI_! T W000 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2013 A -S utk City of Tukwila BUILDING DIVISION ';ARD ROJECT DIRECTORY WEA SOUTNGENTER, LLC 280'0 €01.171-IGENTER SEATTLE, W ?.,b1:SS SEN?'? ENERAL!"IANACiR: .ANDREW GDARROC-1! 20E:246,0423 206.2--'43D1 PACU -,ES MANAGER: C RISTAN FAL T ENBERGER • T - 206.246 423 G -21!011::143E' CFAL TENSE RGER,W'ESTFIELO.GGM TcNANT COOK /N4, T OR: LJAYNE J01-INSON 2800 SGUTNGENTER SEATTLE, UA S,b168 T - 20'0-114-2,43E - L JJONNSON9U9.WESTFFIF_LD..COM RECEIVED CITY OF TUICWILA MAR 1 4 20;3 PERMIT CENTER TENANT: BROW ART DRY BAR SALON FROZAN AMIRI WAYNE FERRELL 825 SE 8TH AVE, SUITE 101 DEERFIELD BEACH, FL 33441 T- 954-427-1069 F- 954-428-9133 WAYNE®W AYNEFERRELL.COM D1 -0°i cv 73 Z:73- CO I 1 = 0 /0 I if L . 1 1.L.1 1't �t -' r;/ LL ge•_ 1. 1 i! z C r' T 0 rmsrn CD 00 co DESIGN OWE BID REVIEW I D VW PE -:MIT REVIEW 1DVW ISSUE DATEI 03-12-13 SCALE 1AS NOTED JOB NO. 1 20130214 J MA. G N A 1. ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS WH -CH INCLUDE THE OWNER/CONTRACTOR AGREEMENT, THE PROJECT MANUAL (WHICH CONTAINS THE GENERAL AND SUPPLEMENTARY CONDITIONS, AND THE SPECIFICATIONS), THE DRAWINGS, AND ALL ADDENDA AND MODIFICATIONS ISSUED BY THE ARCHITECT, 2. THE G.C. SHALL BE RESPONSIBLE FOR THE VERIFICATION AND COORDINATION OF THE WORK OF ALL TRADES TO ASSURE COMPLIANCE WITH THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS, AND SHALL NOTIFY ARCHITECT OF ALL DISCREPANCIES WITH A WRITTEN REQUEST FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS OR THE SPECIFICATIONS SHALL BE CORRECTED BY THE G.C. AT NO EXPENSE TO THE OWNER OR ARCHITECT. 3. THE GENERAL CONTRACTOR (GC) SHALL REVIEW ALL DOCUMENTS AND VERIFY ALL DIMENSIONS AND HELD CONDITIONS AND SHALL CONFIRM THAT WORK IS BUILDABLE AS SHOWN. ANY CONFLICTS OR OMMISSIONS, ETC., SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT FOR CLARIFICATION PRIOR TO THE PERFORMANCE OF ANY WORK IN QUESTION. 4. IN CASE OF CONFLICT BETWEEN ARCHITECTS AND ENGINEERS DRAWINGS IN LOCATING MATERIALS/EQUIPMENT, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY FOR CLARIFICATION BEFORE EXECUTION 5. ALL WORK SHALL BE PERFORMED DURING REGULAR BUSINESS HOURS WHENEVER POSSIBLE. WORK INVOLVING EXCESSIVE NOISE OR DUST, OR WHICH WOULD OTHERWISE INTERFERE WITH THE NORMAL OPERATION OF THE FACILITY/TENANTS SHALL BE DONE ON AN OVERTIME, NON -REGULAR BUSINESS HOURS BASIS TO BE COORDINATED WITH THE OWNER/LANDLORD. 6. GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY EXISTING UTILITIES, NOT COVERED IN THE CONSTRUCTION/DEMOLITION DOCUMENTS, WHICH MAY INTERFERE WITH COMPLETING THEIR SCOPE OF WORK. THE ARCHITECT, AND GENERAL CONTRACTOR SHALL DISCUSS THE REMOVAL OF THESE UTILITIES. WHEN REMOVAL IS APPROVED BY THE ARCHITECT. THE GENERAL CONTRACTOR SHALL DISCONNECT THE SPECIFIED UTILITY, CUT BACK TO THE SOURCE (OR PERIMETER OF LEASE SPACE) AND CAP. ALL BUILDING PENETRATIONS RESULTING FROM THE REMOVAL SHALL BE SEALED WITH NEW CONSTRUCTION TO MATCH ADJACENT BUILDING FINISHES. 7. "ALIGN" SHALL MEAN ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. 8. "TYPICAL" OR "TYP" SHALL MEAN THAT THE CONDITION IS REPRESENTATIVE OF SIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED. DETAILS ARE USUALLY KEYED AND NOTED "TYP" ONLY ONCE, WHEN THEY FIRST OCCUR. 9. "SIMILAR" OR "SIM." MEANS COMPARABLE CHARACTERISTICS FOR CONDITIONS NOTED. VERIFY DIMENSIONS AND ORIENTATION ON PLANS AND ELEVATIONS. 10. WORK AREAS ARE TO REMAIN SECURE AND LOCKABLE DURING CONSTRUCTION. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SECURITY OF THE JOBSITE. 11. THE G.C. SHALL OBTAIN ALL PERMITS AND INSPECTIONS AND COMPLY WITH ALL CODES, LAWS, ORDINANCES, RULES, AND REGULATIONS OF ALL PUBLIC AUTHORITIES (FEDERAL, STATE, OR LOCAL) GOVERNING THE WORK. THE MOST STRINGENT SHALL APPLY. ICLUDING HEALTH DEPT. 12. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY. WHAT !S SHOWN OR REFERRED TO AT A GIVE LOCATION SHALL BE PROVIDED AS THOUGH SHOWN ON ALL (U.O.N. ONE NOTE ON ONE LOCATION ON THE DRAWING OR SPECS IS GOOD FOR ALL UCH SIMILAR CONDITIONS ANYWHERE IN THE DRAWINGS 13. SUBSTITUTIONS, REVISIONS, OR CHANGES MUST BE SUBMITTED TO ARCHITECT FOR DISTRIBUTION (IN CONFORMANCE WITH SPECIFIED PROCEDURES) PRIOR TO PURCHASE, FABRICATION, OR INSTALLATION, REFER TO PROJECT MANUAL FOR SPECIFIC PROCEDURES. 14. THE G.C. SHALL MAINTAIN FOR THE ENTIRE DURATION OF THE WORK ALL EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES AND ALARMS IN CONFORMANCE WITH ALL APPLICABLE CODES AND TO THE SATISFACTION OF LOCAL FIRE MARSHALL. 15. ALL WORK SHALL BE COORDINATED WITH THE OWNER BY THE G.C. INCLUDING SCHEDULING TIME AND LOCATIONS FOR DELIVERIES, BUILDING ACCESS, BUILDING FACILITIES, ETC. 16. THE SCOPE OF WORK AND ADJACENT AREA (INCLUDING "ACCESSIBLE PATH" AND LOBBY WHERE IT APPLIES TO THIS WORK) SHALL BE PROTECTED - FROM ANY DAMAGE THAT OCCURS BECAUSE OF THIS WORK. ANY DAMAGE THAT OCCURS SHALL BE THE FINANCIAL RESPONSIBILITY OF THE G,C. 17. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, CLEANED, AND CONDITIONED PER MANUFACTURER'S INSTRUCTIONS, IN THE CASE OF DIFFERENCES BETWEEN THE MANUFACTURER'S INSTRUCTION AND THE CONTRACT DOCUMENTS. 18. ACCESS PANELS, CLEANOUTS, AND THE LIKE SHALL BE MAINTAINED FOR EXISTING BUILDING SYSTEMS. 19. THE G.C. SHALL HAVE A FULL-TIME REPRESENTATIVE ON SITE AT ALL TIMES WHILE CONSTRUCTION ACTIVITIES ARE OCCURING ON SITE. 20. G.0 TO VERIFY THAT EXISTING CONCRETE FLOORS ARE LEVEL, SMOOTH, AND FREE FROM SCALING. G.C. TO REPORT ANY VARIATINS IN FLOOR LEVEL GREATER THAN 1/4" IN 10'-O" TO THE ARCHITECT, AND PATCH AND REPAIR FOR RECEIPT OF NEW FINISH. 21. C.C. SHALL INSPECT, TEST AND DISCONNECT UTILITY SERVICES AT MAIN SOURCE OR MAIN BRANCH. C.C. SHALL SECURELY CAP AND/OR VALVE -OFF UTILITY SERVICE BEHIND FINAL FINISHED SURFACES OF INTENDED CON- STRUCTION ON-STRUCTION OR, ONLY WHEN NOTED, AT FINISHED FACE PRIOR TO DEMO- LITION OPERATIONS. UTILITY SERVICE SHALL BE DEFINED AS PLUMBING, HVAC, ELECTRICAL, AND FIRE PROTECTION SYSTEMS. G.C. SHALL INDICATE PERMANENTLY ABANDONED UTILITIES ON A RECORD DRAWING TO SERVE AS PART OF THE "AS BUILT" SET. 22. THE G.C. SHALL FORWARD COPIES OF ALL TRANSACTIONS (IE. THOSE LISTED IN NOTE #11.) TO THE ARCHITECT PRIOR TO COMMENCING WORK. 23. THE G.C. SHALL ARRANGE FOR INSPECTIONS NECESSARY TO OBTAIN A. CERTIFICATE OF OCCUPANCY. 24. THE G.C. SHALL INFORM ARCHITECT OF ANY EXISTING THRESHOLDS WITH ELEVATION VARIATIONS GREATER THAN 1/4". 25. THE G.C. SHALL INVESTIGATE AND VERIFY LOCATIONS OF STRUCTURAL, MECHANICAL AND ELECTRICAL ELEMENTS, AND OTHER EXISTING CONDITIONS PRIOR TO DRILLING OR CUTTING OF SLABS OR STRUCTURAL MEMBERS. NOTIFY ARCHITECT OF ANY CONFLICTS PRIOR TO BEGINNING WORK. 26. THE G.C. SHALL BE RESPONSIBLE FOR PROVIDING AND BLOCKING AS REQUIRED FOR WALL AND CEILING MOUNTED ITEMS, 27. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIAINS PROVIDED IS NOT INTENDED TO BE COMPLETE OR REPRESENTATIVE OF CONDITIONS OR MATERIALS ACTUALLY USED ON THE PROJECT. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. 28. DO NOT SCALE THE DRAWINGS. 29. THE CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL EQUIPMENT WITH MECHANICAL DRAWINGS AS WELL AS SHOP DRAWINGS BEFORE PROCEEDING WITH THE WORK. 30. PROVIDE FIRE DAMPERS AT DUCT PENETRATIONS THROUGH RATED PARTITIONS. FIRE DAMPER ASSEMBLIES INCLUDING SLEEVES AND INSTALLATION PROCEEDURES SHALL BE APPROVED BY THE BUILDING INSPECTOR PRIOR TO INSTALLATION. 31. ALL SINKS, LAVATORIES, TOILETS, ETC., ARE TO nE EQUIPPED WITH WATER FLOW RESTRICTING DEVICES TO LIMIT WATER FLOW :0 PER CODE 3 AND tNFaI�NAL MECHANICAL DRAWING FOR ADDITONAL NOTES 33. QUANTITY AND LOCATION OF TH RMOSSTATS SHALL BE :APPROVED BY ARCHITECT. SEE DETAIL 1/A9.2 FOR TYPICAL I IOUNTING HEIGHTS.. 34. SUBMIT -PROPOSED LOCATION! FOR FIRE/LIFE SAFETY, SPRINKLER HEADS, SPEAKERS, AND ANY OTHER EQUIPMENT ENT THAT IS VISIBLE TO THE ARCHITECT FOR REVIEW PRIOR TO LAY -OUT IN THE FIELD. OBTAIN BACKGROUNDS FORM EACH SJBCNTRAETOR AND SHOW THE RELATIONSHIP OF YOUR TRADE WITH ALL. OTHER TRADES IL-1 THE UBMITTAL. 34. WOOD MATERIALS SHALL MEET APPLICABLE CODES THEY SHALL BE FIRE RETARDANT TREATS `-MOOD IN ACCORDANCE WITH LOCAL BLJILDING CODES. 35. SEPARATE PLANS FOR ALL FIXED AND MOBILE FIRE PROTECIICN EQUIPMENT (SUCH AS STANDPIPES, SPRINKLER SYSTEMS) AND FIRE ALARM SYSTEMS SHALL BE SUBMITTED TO THE FIRE MARSHALL FOR APPROVAL PRIOR TO INSTALLATION. THE INSTALLATION OF AUTOMATIC FIRE SPRINKLER SYSTEMS SHALL COMPLY WITH THE CODES. STANDPIPE SYSTEMS SHALL COMPLY WITH CODES. 36. THE CONSTRUCTION, REMODEL OR DEMOLITION OF A BUILDING SHALL COMPLY WITH CODES. 37. ALL FIRE ALARM SYSTEMS SHALL BE INSTALLED IN COMPLIANCE WITH CODES. ACCESSIBILITY NOTES NOTE: FOLLOWING ARE FLORIDA ACCESSIBILITY GUIDELINES ONLY. IIS -PEO ITEMS DO NOT REPLACE OR AMEND AND ARE FOR G.C. INFORMATION FEDERAL, STATE, OR LOCAL CODES. 1. ALL EXTERIOR DOORS TO HAVE A 24" CLR. HORIZ.ONTAL OPEN SURFACE/ AREA AT THE STRIKE SIDE / PULLSIDE OF DOORS. WITH SIDE APPROACH. ALL INTERIOR DOORSTO HAVE 18," CLEAR AT THE STRIKE SIDE/PULLSIDE OF DOORS. PROVIDE 12" CLR. HORIZONTAL CLEAR SURFACE ON THE PUSH SIDE/STRIKESI DE. 2- ALL EMERGENCY EXITING ALARMS AND SIGNAL': TO COMPLY WITH FEDERAL, STATE AND MUNICIPAL CODES FOR ACESSIBILITY. 3. GENERAL CONTRACTOR TO ALLOW FOR APPLIED FINISH DIMENSIONS IN ADDITION TO STANDARD ONSTRUCTION TOLERANCES :N ACHIEVING ALL ACCESSIBILITY CLEARNACES PER DRAWINGS AND/OR ADA GUIDELINES. 4. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NCT EXCEED 1/2". WHEN THESE CHANGES DO OCCUR, THEY SHALL BE BEVELLED W/A SLOPE NO GREATER THAN 1:2, EXCEPT LEVEL CHANGES NOT EXCEEDING 1 /4" VERTICAL. 5. MAX. EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5 `-BS. FOR EXTERIOR DOORS AND 5 LBS. FOR INTERIOR DOORS, MEASURED WITH THE PUSH/PULL EF=ORT APPLIED AT RIGHT ANGLES 70 THE DOORS. ALL FLOORS FLOORS MUST MEET ADA OP FAC FRICTIONAL REQUIREMENTS 7. EXISTING PANIC HARDWARE 8. ALL KITCHEN SINKS SHALL 3E ADA COMPLIANT CHAPTER 11 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION CEILIDH Nj1FS 1. LOCATIONS OF FIXTURES, REGISTERS. SWITCHES, FTC., SHALL BE AS SHOWN ON THESE PLANS AND DETAILS. NOTIFY ARCHITECT OF ANY CONFLICTS PRIOR TO COMMENCING CONSTRUCTION. REFER TO MECHANICAL, ELECTRICAL, AND SPECIFICATIONS FOR DESIGN OF THESE SYSTEMS (DUCT SIZES, CIRCUITING, Tr 2. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, DUCTS STRUCTURAL ELEMENTS AND OTHER APPLiOABLE ITEMS. NOTIFY ARCHITECT OF INADEQUATE CLEARANCES FOR CEILING LAYOUT. 3. ALL REGISTERS AND LIGHTING FiXJTRES SHALL OCCUR WITH GRID LINES AND SPRINKLER HEADS, INCANDESCENT FTXUTRES, CR 0 -ER CEILING ELEEMTNS SHALL BE LOCATED ON THE CENTERLINE OF ACOUSTICAL. UNITS, UNLESS OTHERWISE NOTED. 4. QUANTITY AND LOCATION OF THERMOSTATS SHALL BE DETERMINED BY DESIGN -BUILD HVAC ENGINEER. REF. ENGINEERING DRAWINGS. 5. SUBMIT FIRE SPRINKLER LAYOUT FOR COORDINATION BY ARCHITECT/ ENGINEER. PATTERN OF SPRINKLER LAYOUT SHALL. COORDINATE WITH PATTERN OF LIGHTING LAYOUT ANL OTHER CEILING COMPONENTS. BUT NO LESS THAN 1/2.0 6. NO ACCESS PANELS ARE .ALLOWED IN GYPSUM BOARD CEILINGS. ANY SERVICE/EQUIPMENT REQJURINC ACCESS SHOULD BE LOCATED IN AREAS WITH OPEN OR LAY -IN CEILINGS. 7. PROVIDE RECESSED SPRINKLER HEAD AND COVER PLATES AT GYPSUM - BOARD CEILINGS. COVERPLATES ARE TO BE FACTORY F':NSIHED TO MATCH THE COLOR OF THE ADJACENT CEILING. PROVIDE SEMI --RECESSED SPRINKLER HEADS AND ESCUTCHEONS AT LAY -IN CEILING. ESCUTCHEONS COLOR TO SE WHITE. 8. UNLESS OTHERWISE NOTED, PLEASE LOCA i _ LIGHT FIXTURES AND CONNECTIONS POINTS, FIRE/LIFE SAFELY DEVICES AND SPRINKLER HEADS IN THE CENTER OF CEILING TILES. 9. SUBMIT PROPOSED LOCATION FOR FIRE/LIFE SAFETY, SPRINKLER HEADS, SPEAKERS, AND ANY OTHER EQUIPMENT THAT IS 'VISIBLE TO THE ARCHITECT FOR REVIEW PRIOR TO LAY -OU T IN THE FIELD. OBTAIN BACKGROUNDS EROM EACH SUPCONTRACTOR AND SHOW THE RELATION;NIP OF YOUR TRADE WITH ALL OTHER TRADES IN THE SUBMITTAL. A.L. 10. CHALK OUT THE LOCATIONS OF ALL CRI TICAL , TYPICAL LIGHT FIXTURES SPRINKLER HEADS & FIRE/IFF SAFET_ DEVICES ONLY. VERIFY IN THE FIELD FOR REVIEW BY THE ARCHITECT. THE ARC,HITECT RESERVES THE RICHT TO ADJUST THE LOCATIONS UPON THIS REVIEW. 11. ARCHITECTS REFLECTED CEILING PLAN TAKES PRECEDENCE OVER ENGINEERS PLANS FOR LOCATIONS OF LIGHTS, SWITCHES AND EXT 12. LOCATIONS OF LIGHT FIXTURES DICTATES FRAMING OF GYPSUM BOARD CEILINGS AND NEEDS TO BE COORDINATED. SIGNAGE. 13. LOCATE CEILING MOUNTED HVAC HARDWARE A MINIMUM OF 18" HORIZONTALLY AWAY FROM WALLS, SHELVING, FILES AND UPPER CABINET UNITS AS SHOWN ON PLANS. 14. PROVIDE RATED CONSTRUCTION AROUND ALL DUCTWORK'. AND TELEPHONE AND DATA CONDUIT THAT PENETRATS RATED CONSTRUCTION. 15. ORDER AND INSTALL ALL COVE AND STAGGERED STRIP LI=GHTING TO PROVIDE EVEN LIGHT DISTRIBUTION WITHOUT DARK SPOTS. 16. SEE ENGINEERING DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 17. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS, STRUCTURAL ELEMENTS AND AL OTHER APPLICABLE ITEMS: INSTALL APPLICABLE NEW PLUMBING, MECHANICAL FANS, DUCTS, CONDUITS, AND OTHER RELATED AND APPURTENANT ITEMS SO AS NOT TO CONFLICT WITH ANY FIELD CONDITIONS. 18. IF CONFI C ELECTRICAL IMMEDIATEL 19. LOCATION REFLECTED W CHANGED ' PROVIDE A . RELATED Al SPECIFIED i 21. INSTALL THROUGHOU 22. SUBMIT GRI'. TO INSTALL - :._ULD OCCUR FOR FI LING LAYOUTS BETWEEN MECHANICAL, PROTECTION IT R CLARIFICATION. RK, CONTACT ARCHITECT JMINAIRES AND OTHER ITEMS AS SPECIFIED ON ..LNG PLAN AND RELATED DOCUMENTS, SHALL NOT BE ' 'T APPROVAL, IN WRITING, BY ARCHITECT 2.;. ,:Li ATE CLEARANCES FOR FIXTURES, DUCTS, CEILINGS AND "PURTENANT ITEMS NECESSARY TO MAINTAIN THE H CEILING HEIGHT ABOVE THE FINISH FLOOR SLAB. :WRITERS LABORATORIES, INC. (UL) LABELLED DEVICES S REQUIRED. AND OTHER ELEMENTS TO ARCHITECT FOR REVIEW PRIOR 24. INSTALL INTI''DESCENT LUMINAIRES AND OTHER FIXTURES ON CENTER OF CEILING `, UNLESS OTHERWISE NOTED. 25. CEILING, BLACK IN C' 26. INSTALL LMEALIGNMENT FIXTURES, LI. 27. INSTALL SPF' CEILING TILE, FINISF- t I 1• HES AND ELECTRICAL RECEPTABLES SHALL BE U.O.N. NL.ER HEADS SYMMETRICALLY AND HARMONIOUSLY IN RESPECT TO LUMINAIRES AND OTHER CEILING ER HEADS WITHIN TWO INCHES (2") OF CENTER OF .N. TES 1. REFER TO r "TIONS FOR ADDITIONAL FINISH NOTES, 2. ALL FLOORS SE U.O.N. 3. ALL PARTITE TO BE PAINTED U.O.N. BATH L ANTED 4. ALL GYP.BEL (LING & SOFFITS TO BE PAINTED TO BE MATO' G.N. 5, ALL BLDG 6. ALL BASES T (METER WINDOWS TO BE RECESSED FRAME TEMPERED. FNA • COVE BASE U.O.N. 7. ALL MILLWEE & DOORS SCHEDULED TO BE PAINTED SHALL BE SHOP SHOP FINISEIE IN U.O.N. 11. DOOR FRAME - ALUMINUM PAINTED TO MATCH ADJACENT WALL COLOR IN SEMI -CLOT FINISH. 13. ENSURE SUR` - FS TO RECEIVE FINISHES ARE CLEAN, TRUE, AND FREE OF IRRE >RITIES. DO NOT PROCEED WITH WORK UNTIL UNSAISFACTu "' CONDITIONS HAVE BEEN CORRECTED. STARING OF WORK SHALL I- TATE INSTALLER'S ACCEPTANCE OF SUBSTRATE. 14. UNLESS O T H 'ISE NOTED PROVIDE MIN. 3 -COAT PAINT SYSTEMS AS SPECIFIED I ' EACH SUBSTRATE; REFER TO FINISH SCHEDULE FOR COLORS SHEENS. 15. FINISH BLIND I, HERE ONE FLOORING TERMINATES AT OTHER FLOORING. ADJUST RAISEF ELOOR, AS REQUIRED TC SET TOP OF CARPET 1/4 INCH ABOVE ADJA" E T FINISH. 16. TRANSPARE!J I "FINISHED WOOD DOORS, ARCHITECTURAL WOODWORK, AND CABINETRY SHALL BE SHOP FINISHED U.O.N. 17. PRIOR TO +'' HASE OR INSTALLATION OF ANY FINISHED MATERIALS SUBMIT SAMTTL TO ARCHITECT FOR REVIEW IN CONFORMANCE WITH SPECIFIED P21IE.DURES. ALLOW TIME FOR SUBMITTAL REVIEW AND FOR RESUBMIT TALS IF REQUIRED. 18. TRANSITION FLOOR MATERIALS TO BE LOCATED AT CENTER OF DOORS IN C D POSITION U.O.N. 19. PROVIDE ST - ;HT, FLUSH RESILE\IENT BASE AT FLOORING AREAS U.O.N. 20. PAINT ALL E; MATCH ADj. ?SED DUCTOWRK, CONDUIT AND SPRINKLERS TO NT CEILING FINISH, UNLESS OTHERWISE NOTED. BLACK 2.1. FIRE EXINGI SEMI -GLOSS; 22. ALL COLOR ^.n TLA= SAME LA IN1 CEILING PLAN' TYPE, AND 23. WHERE DEM TO REMAIN, 24. ALL NEW AN PROTECTED BY CONTRACT 25. REPAIR AND FOR .APPLICA' 26. ENSURE T, FREE OF IRrt UNSAT!SFt OF WORK SI 27. CON TR.AC OF CASEWC WETWORK F WORK. iN5 PROPERLY 28. INSTALL TERMINATES SUBMIT (7 29_ PREPARE. FLOOR FINIS 30. TRANSISTH. DOOR._ IN 31. FIRE EXTIN 70 MATCH 4 32. PAIN T 7Q MATCH 33 ALL CODE ANY EQUIP NOMENCL 'ER AND SHOE CABINEST SHALL BE PAINTED WITH A •YD (PER FIRE MARSHALL) CHING AND DEVELOPMENT BY MANUFACTURES SHALL USE SPECIFIED FOR USE IN THE PROJECT. REFER TO ND SPECIFICATIONS FOR MANUFACTURER, LAMP :_,:R TEMPERATURE. "TION AFFECTS WALLS, CEILINGS, CARPETS% ETC. SCHEDULED H AND REFINISH TO PROVIDE "LIKE NEW APPEARANCE. <I STING FINISHES SCHEDULED TO REMAIN .SHALL BE TING CONSTRUCTION. ANY DAMAGE SHALL BE REPAIRED WITH NO COST TO OWNER OR TENANT. _PARE (E) SURFACES TO REMAIN AS REQUIRED OF NEW FINISHES. SURFACES TO RECEIVE FINISHES ARE CLEAN, TRUE, AND ARITIES. DO NOT PROCEED WITH WORK UNTIL Y CONDITIONS HAVE BEEN CORRECTED. COMMENCEMENT INDICATE INSTALLER'S ACCEPTANCE OF SUBSTRATE. TO COORDINATE WITH VENDORS SO THAT DELIVERY ,ND FINISH CARPENTRY WILL FOLLOW PAINTING, SIMILAR OPERATIONS WHICH COULD DAMAGE FINISHED ATION SHALL OCCUR AFTER HVAC SYSTEMS HAVE BEEN IATING FOR TEN DAYS. ENT "DOME TYPE" 'TRANSITION STRIP WHERE CARPET RESILIENT FLOORING UNLESS OTHERWISE NOTED. SMAPLES TO ARCHITECT FOR REVIEW. -LOOR AS REQUIRED FOR APPLICATION OF NEW ;LESS OTHERWISE NOTED. )F FLOOR MATERIALS TO BE LOCATED AT CENTER OF ED POSITION UNLESS OTHERWISE NOTED. SHER AND HOSE CABINETS SHALL BE PAINTED LI CENT WALL SURFACE. SIDES OF REMOVABLE ACCESS PANELS AND HINGED COVERS USED SURFACE. :CURED LABELS SUCH AS "U.L.", FACTORY MUTUAL, OR IDE.NTIF!CIATION, PERFORMANCE RATING, NAME, OR PLATES SHALL REMAIN READABLE AND NOT PAINTED. 34. SAMPLES E ALL FINISHES SHALL BE SUBMITTED TO THE ARCHITECT FOR APPRC_ PRIOR TO THE COMMENCEMENT OF WORK. 35 ALL PAINT ACCORDANnI PARTICUL AR 36. FLOOR CO ONTO WHIG 37. PROVIDE: FLOORING 38. FRICTIONAL NATIONAL S LL COVERINGS, AND WALL PANELS SHALL BE APPLIED IN MITH THE MANUFACTURERS SPECIFICATIONS FOR THE SURFACE APPLIED UPON. IG IN CLOSETS SHALL BE THE SAME AS THAT OF THE SPACE E CLOSET DOOR OPENS, UNLESS OTHERWISE NOTED. EVEL AREA FOR SPECIFIED FLOORING INSTALLATION AND NSITIONS. PREPARE FLOOR PER FLOORING AND CARPET PARTITIO\1 NOTES 1. CONTACTOR SHALL NOT SCALE DIMENSIONS. WRITTEN DIMENSIONS. WRITTEN DIMENSIONS SHALL. ALWAYS GOVERN. 2. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT WRITTEN APPROVAL FROM ARCHITECT. 3. "SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED: VERIFY DIMENSIONS AND ORIENTATIONS. 4. VERIFY PARTITION THICKNESS FOR INTERNAL INCLUSIONS. SUCH AS PLUMBING, AND CORRECT INSTALLATION OF PANELS, BOXES, ETC., WITH ARCHITECT. 5. PROVIDE FIRE --RESISTIVE WOOD BLOCKING AND NAILERS IN PARTITIONS FOR ALL MILLWORK ITEMS ATTACHED TO WALLS. 6. ALL PARTITIONS ARE DIMENSIONED FINISHED -FACE -TO -FINISHED - FACE, U.O.N. 7. CENTER PARTITIONS ON WINDOW MULLIONS WHEREVER PARTITIONS EXTEND TO PERIMETER WALLS. 8. ALL DIMENSIONS TO EXTERIOR WINDOW WALL ARE TO INSIDE FACE OF WINDOW MULLION. 9. ALL HEIGHTS ARE DIMENSIONED FROM FINS HED FLOOR, U.O.N. 10. "ALIGHN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. "TYPICAL" MEANS IDENTICAL FOR ALL SIMILAR CONDITIONS, U.O.N. 12. CONTRACTOR SHALL LAY OUT ALL WALL AND DOOR LOCATIONS FOR ARCHITECT'S REVIEW AND THE GAP'S APPROVAL PRIOR TO CONSTRUCTION. 13. UNDERCUT ALL DOORS TO CLEAR TOP OF FINISH FLOOR BY 1/4 INCH MAXIMUM, U.O.N. 14, UNLESS OTHERWISE NOTED DOORS HALL BE LOCATED THE MINIMUM DISTANCE FROM ADJACENT WALL TO ALLOW FOR 90 DEGREE SWING. 15. LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS. DETAILS TAKE PRECEDENCE OVER ALL. CONTRACTOR SHALL NOTIFY ARCHITECT OF CONFLICTS IN WRITING PRIOR TO COMMENCEMENT OF WORK. 16. TEST AND ADJUST DOORS FOR. SMOOTH, QUIET OPERATION. 17. FILL AND/OR PATCH HOLES IN EXIST. COLUMNS, BEAMS, AND CEILINGS WHICH REMAIN EXPOSED. SAND SMOOTH AND PAINT AS SCHEDULED. 18. FINISH ALL EXISTING BASE BUILDING PARTITIONS AS NECESSARY TO RECEIVE NEW FINISH. 19. PROVIDE 3/4" CONTINOUS PLYWOOD BLOCKING BETWEEN STUDS FROM 1'-0" ABOVE FINISH FLOOR TO 8'-0" A.F.F. AT WALLS WITH FULL HEIGHT ADJUSTABLE SHELVES. 20. CONTRACTOR TO COORDINATE HEIGHT, STUD SPACING AND BRACING OF ALL PARTITIONS. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 21, FOR TYPICAL WALL PENETRATION DETAILS SEE 24 AND 25 / AS.1. 22. REFER TO DETAIL 23/A9.1 FOR TYPICAL OUTLETS AT SOUND RATED PARTITIONS. 23. REFER TO EXISTING SPECIFICATIONS FOR HARDWARE SCHEDULE 24. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE,_UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED "CLEAR" SHALL BE MAINTIANED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES INCLUDING CARPET, CERAMIC TILE, VCT, ETC. 25 DIMENSIONS LOCATING DOORS BY EDGE ARE TO THE INSIDE EDGE 0 JAMB, UNLESS OTHERWISE NOTED. 26 GRID LINES ARE SHOWN FOR VISUAL REFERENCE ONLY AND DO NOT NECESSARILY IMPLY STRUCTURAL COLUMN CENTER LINES OR EXISTING EDGES. 27. NEW GYPSUM BOARD CONSTRUCTION ADJOINING EXISTING CONSTRUCTION IN THE SAME PLANE SHALL BE FLUSH WITH NO VISIBLE JOINTS, U.O.N.. 28. CHALK OUT PARTITION LAYOUT IN THE FIELD FOR REVIEW BY ARCHITECT PRIOR TO CONSTRUCTION. REVISE LAYOUT AS REQ'D BY ARCHITECT. 29 CHALK OUT SYSTEM FURNITURE BLOCKS FOR REFERENCE DURING FIELD REVIEW NOTED IN NOTE #5 ABOVE. 'DLUM3ING \OTES -_QUIREMENTS OF FLOOR SURFACES MUST MEET UL UNDERWRITERS `.NDARDS FOR SLIP COEFFICIENT, TO AVOID A SLIP AND FALL ACCIDENT. RESTAURANTS 1. TEMPURING VALVES SHALL BE PLACED ON SINKS AND LAYS. broM CODE NOTES 1, ALL WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODES AND OR ORDINANCES. IN CASE OF ANY CONFLICT WHERE THE METHODS OR STANDARDS OF INSTALLATIONS OR THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY ARCHITECT OF ALL CONFLICTS INCLUDING HEALTH DEPT. 2, ALL EXIT CORRIDORS SHALL BE 44' CLEAR MINIMUM. 3. PROVIDE FIRE PROTECTION AT ALL PENETRATIONS OF FIRE RATED ELEMENTS AS REQUIRED BY THE FIRE MARSHALL.. 4. ALL EXITS ARE TO BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, NO DEADBOLTS, NO PANIC DEVICES SLIDING BOLTS, ETC. 5. ALL INTERIOR OPENINGS IN CORRIDORS (DOORS AND FRAMES) TO BE 20 MINUTE FIRE RATED ASSEMBLIES WITH SELF CLOSURES. DOOR OPENINGS SHALL BE PROTECTED WITH A LIGHT FITTING SMOKE AND DRAFT CONTROL ASSEMBLY OF NOT LESS THAN A 20 MINUTE RATING. DOORS WHICH ARE REQUIRED TO BE LEFT OPEN MUST HAVE AN AUTOMATIC CLOSER WITH SMOKE DETECTOR ACTUATION. 6. ALL HAND ACTIVATED DOOR HARDWARE SHALL 3E LEVER TYPE HARDWARE. 7. PRIMARY PATH OF TRAVEL TO TENANT SPACE MUST COMPLY WITH A.D.A A) BOTTOM 10" OF DOORS TO HAVE SMOOTH UNINTERRUPTED SURFACES B) CLOSERS TO BE ADJUSTED TO MAXIMUM 8 LBS. PULL ON EXTERIOR DOORS AND 5 LBS. ON INTERIOR DOORS. C;) PATH OF TRAVEL SHALL BE CONTINUOUS COMMON SURFACE NOT INTERRUPTED BY STEPS OR ABRUPT CHANGES IN LEVEL EXCEEDING 1/2" 3. FLOOR LEVEL EXIT SIGNS, EXIT MARKERS ANDL:XIT PATH MARKINGS SHALL BE PROVIDED PER CODE. 9. EACH TENANT SPACE SHALL BE SEPARATED FROM OTHER SPACES BY A WALL HAVING A FIRE -- RESISTIVE RATING OF NOT LESS THAN ONE HOUR. THE SEPARATION WALL SHALL EXTEND FROM FLOOR TO UNDERSIDE OF FLOOR ABOVE. (713 C OF APPENDIX). CONNCETICN OF WALL TO UNDERSIDE OF THE FLOOR MUST ALSO BE SMOKETIGHT. 10. PROTECT ALL OPENINGS INTO EXTENDED 1hr ENCLOSURE WALLS. DOOR AND FRAME MUST BE FIRE LABELED FREE ASSEMBLY W1TH SELF CLOSER OR AUTOMATIC CLOSER WITH SMCI<.E DETECTORS. AS PER CODE 11. DOORS WHEN FULLY OPENED SHALL NOT REDUCE THE REQUIRED WIDTH OF CORRIDORS BY MORE THAN 7". DOORS IN AN ( POSITION SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN ONE HALF. AS PER CODE 12. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30 INCHES AND 44 INCHES ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL, SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH - PULL ACTIVATED BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE W'.THOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION 13. WIDTHS AND HEIGHTS: EVERY REQUIRED EXIT DOORWAY SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3 FEET IN WIDTH AND NOT LESS THAN 6 FEET 8 INCHES IN HEIGHT. WHEN INSTALLED IN EXIT DOORWAYS, EXIT DOORS SHALL BE CAPABLE OF OPENING 90deg. AND SHALL BE SO MOUNTED THAT THE CLEAR WITH OF THE EXIT IS NOT LESS THAN 32 INCHES. 14. FOR HINGED DOORS THE OPENING WITH SHALL BE MEASURED WITH THE DOOR POSITIONED AT A ANGLE OF 90deg, TO ITS CLOSED POSITION. AT LEAST ONE OF A PAIR OF DOORS SHALL MEET THIS OPENING WITH REQUIREMENT. REVOLVING DOORS SHALL NOT BE USED AS A REQUIRED ENTRANCE FOR THE PHYSICALLY HANDICAPPED. 15. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED NOT TO EXCEED 15 POUNDS. 16. CONSTRUCTION: THE BO FOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEEL CHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED A 10 INCH HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 17. THRESHOLDS SHALL NOT EXCEED 1/2 INCH IN HEIGHT. 18. WHERE TURNSTILES ARE USED A DOOR OR GATE THAT IS ACCESSIBLE TO THE HANDICAPPED SHALL BE PROVIDED WITHIN 30 FEET. 19. PROVIDE A MINIMUM OF ONE 2A1OBC CLASSIFICATION FIRE EXTINGUISHER WITHIN 75 FEET TRAVEL DISTANCE FOE EACH 6'000 sq FEET OR PORTION THEREOF ON EACH FLOOR 20. ALL DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION. MATERIAL FLAME. SPREAD RATING GYPSUM USG 5/8" TYPE X GYP. BD WITH 3-1/2" METAL STUDES: ASTM E-84 UNDER THE HILL -BURTON ACT. IT HAS A FLAME SPREADE RATE OF 15, FULE CONTRIBUTION OF 15, AND SMOKE DENSITY OF 0 PAINT FINISH ON WALLS AND OTHER SURFACES ASTM E--84, UNDER THE HILL -BURTON ACT, IT HAS A FLAME SPREDE RATE CF 0, FUEL CONTRIBUTION 05 0, AND SMOKE DENSITY OF 0. ACOUSTICAL ( IL used) USG CLIMA PLUS GYP. LAY- IN 2 X 4 VINYL COVERED PANELS. WHITE. FLAME SPREDE RATE OF 25, FUEL CONTRIBUTION OF 45, AND SMOKE DENSITY OF 0. REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2013 City of Tukwila BUILDING DIVISION 21. BUILDING NUMBERS SHALL BE VISIBLE AND LEGIBLE. 22. WHEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTED ON PLANS WHETHER IN CONTRACT OR NOT IN CONTRACT, HE SHALL BE RESPONSIBLE FOR LOSS AND / OR DAMAGE TO THESE ITEMS. SEE FLAME SPREAD SHEET. MILLWORK NOTE S RECEIVED CITY OF TUKWILA MAR 14 2013 PERMIT CENTER 1. SEE SHOP DRAWINGS FOR EXACT DETAILS. 2. PROVIDE LEVELING SLIDES BELOW DESK --1/2" MAXIMUM SPACE BETWEEN BOTTOM EDGE OF FURNITURE AND FLOOR. 3. MILLWORK SHOP TO PROVIDE FINISH SAMPLES AND SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. 4. MILLWORK SHOP TO FIELD VERIFY ALL DIMINSIONS & CLEARANCES PRIOR TO SHOP DRAWINGS. ALL MILLWORK MUST BE TEMPLATE TO EXACTLY SITE SITUATION AND MEASUREMENTS. REVISIONS PEF. DATE BY W IRKING DWG DVW BID REVIEW DVW PE:MIT REVIEW DVW ISSUE DATE 03-12-13 SCALE AS NOTED JOB NO. 20130214 SHEET A. --i a - ti N N M LL w J J Z 0 COY CO ti O ti 6) M ti O r ti -J 0-w 0 SOUTHCENTER SPACE 240 WA 98188 DESIGN CWF DESIGN DWG BCAMERA W IRKING DWG DVW BID REVIEW DVW PE:MIT REVIEW DVW ISSUE DATE 03-12-13 SCALE AS NOTED JOB NO. 20130214 SHEET A. --i a - J J , I oj GENERAL A. SECTION REQ!IREVIENTS Unless otherwise indicated, demolished materials become Contractor's property. ii. Comply with EPA regulations and disposal regulations of authorities having jurisdiction. Conduct demolition without. space. EXECUTION A. DEMOLITION disrupting Owner's occupation of the Maintain and protect existing utilities to remain in service before proceeding with demolition, providing bypass connections to other parts of the building. ii. Locate, identify, shut off, disconnect, and cap off utility services to be demolished. Employ a certified, licensed exterminator to treat building and to control rodents and vermin. iv. Conduct demolition operations and remove debris to prevent injury to people and damage to adjacent buildings and site improvements. v. Provide and maintain shoring, bracing, or structural support to preserve building stability and prevent movement, settlement, or collapse. vi. Protect building structure or interior from weather and water leakage and damage. vii. Protect remaining walls, ceilings, floors, and exposed finishes. Erect and maintain dustproof partitions. Cover and protect remaining furniture, furnishings, and equipment. viii. Promptly patch and repair holes and damaged surfaces of building caused by demolition. Restore exposed finishes of patched areas and extend finish restoration into remaining adjoining construction. ix. Promptly remove demolished materials from Owner's property and legally dispose of them. Do not burn demolished materials. x. Remove all existing trip hazards. Remove all abandoned electrical, and mechanical, plumbing systems from site & building. seam aa.,•Milasi•dgla.W.110•FaWaireln,1110.1ct xi. Demo all abandoned electrical equip; conduit, & conductors to their source and repair any damaged trees as necessary. xii. Demo all abandoned mechanical equip, ducts, & piping to their scarce and repair any damaged areas cs necessary. xiii. Demo all obaodoned pluming equip, fixtures, & piping to their source and repair any damaged :-re.s as i,ecessary. TERMITE CONTROL FOR CUTTING & PATCHING OF CONC. I ABS GENERAL A. SECT ION REQUIREMENTS Submit Product Data. ii. Engage a licensed professional pest control operator to apply termite control solution. Use only termit!cides that bear a federal registration number of the U.S. EPA. PRODUCTS A. TERMLTICIDES EXECUTION A. Provide a working solution in concentrations recommended by manufacturer. INSTALLATION Prepare surfaces and apply treatment at rates and concentrations recommended in manufacturer's written instructions. ii. Apply termite control to all areas of new construction. Post signs in areas of application warning workers that soil termiticide treatment has been applied. Remove signs .when areas are covered by other construction. iv. Reapply soil termiticide treatment solution to areas disturbed by subsequent excavation or other construction activities following application. C` r- r^ -r i r .D 17 ep I i I'J ;'-S r Submit Product Data EMENT ii. Comply with ASTM C 94; ACI 301, "3• -cifications for Structural Concrete for Buildings"; ACI 318, "tuilding Code Requirements for Structural Concrete": and CRSI's Manual of Standard Practice." PRODUCTS testing agency to test concrete mixes. A. P\( eforrned Reinforcing Bars: ASTM 615, Grade 60 (ASTM A 615M, Grade 420). ii. Welded Ste& Wire Fabric: ASTM A 185, . at sheets, not rolls. 6X6, #10/#10 Portland Cement: ASTM C 150, Type 1. iv. Fly Ash: ASTM C 618, Type F. Max. 20% of to .1 of cement & fly ash. v. Aggregates: ASTM C 33, Class 4S. vi. flyer Reinforcement: ASTM C 1116, Type Ill, engineered p• •ropylene fibers. vii. Air --Ent fining Admixture: ASTM C 260. viii. Chem rl Admixtures: ASTM 0 494 ix. Water Stops: at dumbbell or center bulb type, of either (CRD C 513) o PVC (CRD C 572). x. Libber Vapor Retarder: G -ar 6—mil— (0.2—mm—) thick poly-thylene. Liquid Membrane—Forming Curing Compound: ASTM 0 309, clear, Type I, Class B, waterbo xi!. Nonslip Aggregate: Factor aluminum—oxide granule moisture, and cleani xiii. Dry—Shake Color Horde consisting of portlan mineral—oxide col ring pigments, and selected by Arc ect. Note: For all exterior walk use dry—shake color of plain concrete. f, nongiazing, fused affected by freezing, MIXES Proportion normal—weight concrete mixes to provide the fo{low.in proper es: (1) (2) (3) (4 ION O plasticizing n of materials egate, nonfading ad ixture. Color as hardener u.o.n. in . ace Compressive Strength: 2500 psi (17.3 MPa) at 28 days. Slump Limit: 4 inches (100 mm) at point of placement. Water -Cement Ratio: 0.45 maximum at point of placement. Air Content: 5.5 to 7.0 percent for concrete exposed to freezing and thawing, 2 to 4 percent elsewhere. ONCRETING nstruct formwork and maintain tolerances and surface irregularities 'thin ACI 117 limits of Class A for concrete exposed to view and Cla C or other concrete surfaces. ii. Set w. er stops where indicated to ensure joint watertightness. Place vap• retarder on prepared subgrade, with joints lapped 6 ines (150 rn and sealed. iv. Accurately p., ition, support, and secure reinforcement. v. install constru ion, isolation, and control joints. vi. Place concrete in . continuous operation and consolidate using mechanical vibrati equipment. vii. Protect concrete from phygircal amaae or reduc-d strength due to weather extrernes during vii:. Formed Surfcce Finish: oth` ` ed view, coated, or covered by waterproo material; rough ix. ring. fish for concrete exposed to ing or other direct—applied Unformed Slab Finishesll S. at h i ,ish'fo} ur Lce; to receive mortar setting beds. Float fini surf. fo. or 's and ramps and surfaces to receiv; waterproofing, roof ng, or other di ect—applied material. Trowelefinish for floor surfaces and floors k receive floor coverings, paint, or other thin film—finish coatings. Tro, -{ and fine broom finish f. surfaces to receive thin—set tile. Nonslip broom finish to exterior concr to platforms, steps, arid ramps. Uniformly sp ead 25 Ib/100 sq. ft. (1,5 kg/sq. m) of dampe ed nonslip aggregate ver float—finished paving surface, tamp, and expo e nonslip aggrega xi. Apply dr,—shake color hardener to float finished surface, repeatin. float finishi g to embed each application. Apply final trowel finish. xii. Cure ormed surfaces by moist curing until forms are removed. xiv. xv. ,NH Begin curing unformed concrete after finishing. Keep concrete continuously moist for at least 7 days. wner will engage a testing agency to perform tests and to submit test reports. Protect concrete from damage. Repair surface defects in concrete. ALL FLAT ROOF DECKS SHALL BE MIN. 1/4" PER SLOPE ALL ON GRADE CONC. DECKS SHALL BE MIN. 1/8" PER SLOPE A=- PENTR' Of ORAL DU CTS, J ! A. SECTIO\ R QUIREM NTS Submit model code evaluation reports for engineered wood products. LUMB R, GENERAL Dressed lumber, S4S, 19 percent maximum moisture content for 2—inch (38—mm) thickness or less, marked with grade stamp of inspection agency. B. TREATED MATERIALS Preservative—Treated Materials: AWPA C2 lumber and AWPA C9 plywood, labeled by an inspection agency approved by ALSC's Board of Review. After treatment, kiln—dry lumber and plywood to 19 and 15 percent moisture content, respectively. Treat indicated items and the following: (1) (2) (3) Wood members in connection with roofing, flashing, vapor barriers, and waterproofing. Concealed members in contact with masonry or concrete. Wood framing members less than 18 inches (460 mm) above grade. (4) Wood floor plates installed over concrete slabs directly in contact with earth. Fire—Retardant—Treated Materials: AWPA C20 lumber and AWPA C27 plywood, interior Type A treatment, labeled by a testing and inspecting agency acceptable to authorities having jurisdiction. (I) Use treated lumber and plywood with bending strength, stiffness, and fastener—holding capacities that are not reduced below values published by manufacturer of chemical formulation under elevated temperature and humidity conditions. C LUMBER Dimension Lumber: The following grades per inspection agency indicoted. Non—Lead—Bearing Interi_,r Partitions: Standard, Stud, or No. 3 grade: Mixed southern pine: MB • Framing tither Than Ncn—Load—Beoring Partitions: Construction or No. 2 grade: 'Southern pine: SPIB Exposed Framing: Select Strjctural grade, hand—selected: Southern pine: SPIE ii. Timbers 5—inch Nominal (11 7 —mm Actual) Size and Thicker: Southern pine, No. 1 Cense per SPIB rules Concealed Boards: 19 percent maximum moisture content: Mixed southern pine: No. 2 per SPIB rules iv. Miscellaneous Lumber: No. 3 or Standard rade ofspecies for 9 any P ncilers, blocking, and similar members. D. ENGEERED WOOD PRODUCT S Engineered arpod products acceptable to authorities having jurisdiction and with alio able able design stresses, as published by manufacturer, that meet or excee those indicated. Manufacturer's published values shall be demonstrate r,y comprehensive testing. !.aminated—Veneer Lurm. -r: Laminated with an exterior—type adhesi e complying with ,STM D 559, with grain of veneers parallel to t' err lengths. 41 (2) Extreme Fiber Stress in Bending: nominal— (_286—mm actual Modulus of Elasticity. 2,000 2500 psi (17 MPa) for 12—inch s. MieroIcm Beams: Laid up from wabd sron th R -tor—type adhesive complying with ASTM D with Grain 01 strands parallel to their lengths. (1) (2) (3) Extreme Fiber Stress in nominal— (286 --mm actucr debt mem ers. Modulus of Elasticity/ 2,300,000 psi (13 800 MPa). Fy = 285 psi for 12—inch Prefabricated Wood). -Joists: Made frorn stress -graded lumber flange and wood—basedtructural—use panel webs with exterior—type adhesi complying with STM 0 2559. (1) Structur I Capacities: Establish and monitor structural capacities acc ding to ASTM D 5055. Wood- used Structural—Lase Panels: DOC PS 2. Provide plywood co plying with DOC PS 1, where plywood is indicated. E. PANEL P -RODUCTS (1) Factory mark panels evidencing compliance with grade requirements. Panels with span ratings required by support spacing indicated. Combination Subf'iioor--Underlayment: APA—rated Sturd—I—Floor, Exposure 1. Subfiooring: APA—rated sheathing, Exposure 1. Wail Sheathing: APA—rated Structural 1 sheathing, Exposure 1. Roof Sheathing: APA—rated Structural I sheathing, Exterior. Plywood Underlayment for Resilient Flooring: APA B—C Underlayment Exterior plywood panels with fully sanded face. Plywood Underlayment for Ceramic Tile: APA—rated, Underlayment grade, exterior plywood, 5/8 inch (15.9 mm) thick. Plywood Underlayment for Carpet: APA Underlayment Exposure 1 plywood panels with fully sanded face. (2) 3) (4) (5) (6) (7) (8) (9) ii. Particleboard underlayment: ANSI A208,1, Grade P3U. iv. v. Hardboard Underlayment: ANSI/AHA A135.4, Class 4 (Service), S1S; with bock side sor,dedi Fiberboard Sheathing: ANSI/AHA A194,1, Type IV, Class 1, \ inch (13 mm) thick. Gypsum Sheathing Board: ASTM C 79, water—resistant core. vi. Glass—Fiber—Surfaced Gypsum Sheathing Board: ASTM C 79, water— resistant core, surfaced on face and back with glass—fiber mats with alkali— resistant coating. vi. Extruded Cellular Polystyrene Sheathing: ASTM C 578, Type iV, with T & G or shiplap long edges. viii. Polyisocyan.urate Foam Sheathing: FS HH -1-1972/1, Class 1 or 2; with aluminum foil facings. Foam—plastic core and facings shall have flame spread of 25 or less, when tested individually. E v. MISCELL E OUS PRODUCTS Air—Infiltration Barrier: ASTM D 226, Type 1, No. 15 asphalt felt, unperforated Fasteners: Size and type indicated. Where rough carpentry is exposed to weather, in ground contact, or in areo of high relative humidity, provide fasteners with a hot—dip zinc coating per ASTM A 153 or of Type 304 stainless steel. Power—Drivers Fasteners: CABO NER-272. Bolts: Steel bolts complying with ASTM A 307, Grade A (ASTM F 568, Property Class 4.6); with ASTM A 563 (ASTM A 563M) hex nuts ond, where indicated, flat washers. Metal Framing Anchors: Hot --dip galvanized steel of structural capacity, type, and size indicated. Sill—Sealer: Glass --fiber insulation, 1—inch X25 --•:m,' thick, compressible to 1/32 inch (0.8 mrr). Adhesives for Field :'!wing Panels to Furling: APA AFG-01. 13 Oct 41 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 1 4 2013 PERMIT C TE R REVISIONS DATE B IL UJ W .J t0 c0 N M J LL W J —J Z d U cO O 1-0CO ~ U.J Q r CA Cr) Q M ^ (/) .— cc rt 7c-t- ZiLo 1Uo rs.ammeenamossi LL - 1..L....1 IIS 1.11.1 (J) 111 III 0 (/) DESIGN CWF DESIGN DWG BCAMERA W )RK.ING DWG DVW BID REVIEW DVW PE -'MIT REVIEW DVW ISSUE DATE 03-12-13 SCALE AS NOTED JOB NO. 20130214 SHEET CONTINLED FROM SHEET A EXECUTION A. INSTALLATION v. Fit rough carpentry to other construction; scribe and cop@ for accurate fit. Correlate location of furring, blocking, and similar supports to allow attachment of other construction. ii. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, complying with the following: (1) CABO NER-272 for power -driven staples, P -nails, and allied fasteners. Published requirements of metal framing anchor manufacturer. "Table 1705.1 --Fastening Schedule" of the Standard Building Code Use hot -dip galvanized or stainless --steel nails where rough carpentry is exposed to weather, in ground contact, or in area of high relative humidity. (2) (3) iv. installation of Structural -Use Panels: Comply with applicable recommendations contained in APA Form No. E30 and as follows: (1) Combination Subfloorirg-Underlayment: Glue and nail to framing. Subflooring: Glue and nail to framing. Sheathing: Nail to framing. (2) (3) (4) Underlayrnent: Nail or staple to subflooring. NOTE: Wood -based Structural -use Panel Roof Sheathing Shall Be Rated For Exposure #1 Have A Minimum Nominal Thickness Of 19/32 Inches And Shall Be Continuous Over Two Or More Spans With Face Grain Perpendicular To Supports. Span Rating PANEL INDENTIF!CA.TION INDEX Is 32/16, Maximum Span if Block Or Other Edge Supports is 32". Maximum Span Without Edge Support is 28". Plywood To Be Type CDX. (1) 8d ring shank nails at 6" typical. (2) At gable ends, use 8d ring shank nails at 4" o.c. typical for first three trusses. vi. Nailing at windows. (1) Width 6'-3" or smaller use 2--.097"' x21" long nails at 16" o.c. - four sides vii. Nailing at sliding glass doors. (1) use 2-.097",- x21" long nails at 16" 0.0. top and bottom and at fixed jamb. MISCELLANEOUS CARPENTRY PRODUCTS A. LUMBER, C;EN = .AL Dressed lumber, S4S, 19 percent maximum moisture content for 2 -inch 38 -mm) thickness or less, marked with grade stamp of inspection agency. B T=REATED MATERIALS Preservative -Treated Materials: AWPA C2 lumber and AWPA C9 plywood, labeled by an inspection agency approved by ALSC's Board of Review. After treatment, kiln -dry lumber and plywood to 19 and 15 percent moisture content, respectively. Treat indicated items and the following: (1) Wood members in connection with roofing, flashing, vapor barriers, and waterproofing. Concealed members in contact with masonry or concrete. Wood framing members less than 18 inches (460 mm) above grade, (4) Wood floor plates installed over concrete slabs directly in contact with earth. ii. Fire -Retardant -Treated Materials: AWPA C20 lumber and AWPA C27 plywood, interior Type A treatment, labeled by a testing and inspecting agency acceptable to authorities having jurisdiction. (2) (3) C. L UMBEL i. interior Partition Framing: Standard, Stud, or No. 3 grade: Mixed southern pine: SPIB ii. Other Framing: Construction or No. 2 grade: Southern pine: SPIB iii. Exposed Boards: Match Existing. iv. Concealed Boards: Mixed southern pine, No. 2 v. Miscellaneous Lumber: No. 3 or Standard grade of any species for naiiers. blocking, and similar members. D. INTERIOR WOOD TRIM Softwood Trim: Ecstern white, Idaho white, lodgepole, ponderosa; or sugar pine; grade B & Btr Select or Supreme. wood Molding Patterns: Stock moldings indicated, made to patterns included in WMMPA MI 7 and graded under WMMPA WM 4; Ne - Grade -Grade for transparent finish. iii. Clothes Rods: 1 -1/2 -inch._ (38-m:n-) diameter, clear, kiln -dried hardwood rods. E. PANEL PRODUCTS i. Wood -Based Structural -Use Paneis: DOC PS 2. Provide plywood complying with DOC PS 1, where plywood is indicated. (1) (2) (3: Factory mark panels evidencing compliance requirements. Miscellaneous Concealed Panels: Exposure 1, span rating to suit Miscellaneous Exposed Plywood: indicated. Wood -based Structural --use Panel Roof Sheathing Shall Be Rated For Exposure Have A Minimum Nomino! Thickness Of 19/32 Inches And Shall Be Continuous Over Two Or More Spans With Face Grain Perpendicular To Supports. Span Rating PANEL INDEN TiFICATION INDEX Is 32/16. Maximum Span If Block Or Other Edge Supports Is 32". Maximum Span Without Edge Support Is 28". Plywood To Be Type CDX. with grade APA -rated sheathing, framing in each location. A -D interior, thickness #1 as ii. Particleboard: Comply with and factory mark each panel according to ANSI A208.1, (1) Particleboard Underlayment: Grade PBU. Hardboard Underlayment: ANSI/AHA A135.4, Class 4 (Service), SIS; APT JICAIIEFIFRIIMMI•dinnilfiefaigm..E3m.ift..-,1/IMINia• •,ST INERS Fasteners of size and type indicated. Where carpentry is exposed to weather, in ground contact, or in area of high relative humidity, provide fasteners with a hot -dip zinc coating per ASTivl A 153 or of Type 304 stainless steel. (1) Power -Driven Fasteners: CABO NER-272. EXEC' )N A. NSTALLATION 2. Fit carpentry to other construction; scribe and cope for accurate fit. Correlate location of furring, blocking, and similar supports to allow attachment of other construction. Securely attach carpentry work as indicated and according to applicable codes and recognized standards, .cuntersink nail heads on exposed carpentry work an fill holes with wood filler. . !nstcllation of Structural -Use Panels: Comply with applicable recommendations contained in APA Form No. E30. install wood trim with minimum number of joints practical, using full- length pieces from maximum lengths of !umber available- Cope at returns and miter at corners to produce tight -fitting joints with full - surface contact throughout length of joint. Use scarf joints for end-to-end joints, (1) (2) (3) Match color and grain pattern across joints. Install trim after gypsum board joint finishing operations are completed. install to tolerance of 1/8 inch in 96 inches (3 rnrn in 2400 rnm) for level and plumb. Install adjoining trim with 1/32 -inch (0.8- mm1 maximum offset for flush installation and 1/16 -inch (1.6 - mm, maximum offset for reveal installation. ?AL NOTES: -N DIMENSIONS IN THESE DRAWINGS SHALL TAKE PRECEDENCE OVER SCALED ti =IONS. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS, DEt RLES AND OR CONDITIONS ON THE JOB WHICH REQUIRE THE ARCHITECT OR ENGINEER OF Ri 'DS CLARIFICATION AND OR CORRECTION, THE ARCHITECT OR ENGINEER OF RECORD IS 1(1 NOTIFIED BY TF -IE CONTRACTOR PRIOR TO THE CONSTRUCTION OF ANY VARIATIONS OF tiSCREPANCY OF THE DIMENSIONS, DETAILS OR CONDITIONS WHICH ARE NOT CLEAR OR I BY THESE DRAWINGS. THE BUILDER SHALL BE RESPONSIBLE FOR OBTAINING FROM Ti, ''-RCH!TECT OR ENGINEER OF RECORD AND OR ANY GOVERNMENTAL AUTHORITIES ANY Cl_.! ICATIONS AND CORRECTIONS TO THESE DRAWINGS THAT ARE NOT CLEAR OR CORRECT Bt, ' -iAT ARE DEEMED NECESSARY FOR THE PROJECT. THE COST OF ALL CLARIFICATIONS j', ORRECTIONS ARE NOT THE RESPONSIBILITY OF THE OWNER OR THE ARCHITECT OR EN ER OF RECORD. ALL EXTRAS OR CHANGES INCLUDING COSTS SHALL BE APPROVED OWNER AND THE ARCHITECT OR ENGINEER OF RECORD PRiOR TO THE CC° RUCTION OF SAID EXTRAS OR CHANGES. IT IS THE BUILDER'S RESPONSIBILITY TO A CONSTRUCTION SUPERVISOR ON THE JOB AT ALL TIMES. THE CONSTRUCTION SU: ,:VISOR SHALL BE AWARE OF AND FOLLOW THE INTENT OF THE DESIGN AT ALL T`!MES. IN QUESTION, THE ARCHITECT OR ENGINEER OF RECORD SHALL BE THE INTERPRETER OF 0 INTENT OF THE DESIGN. ALL EXISTING SURFACE, OVERHEAD, AND SUBSURFACE iiONS WHICH ARE NOT FORESEEN OR PREDICTED ON THESE DRAWINGS, WHICH MIGHT C '"I LIABILITY, COSTS, OBLIGATIONS, OR DELAYS ARE THE OWNERS RESPONSIBILITY. ALL INSTRUCTIONS TO THE CONTRACTOR BE MADE THROUGH THE ARCHITECT OR EP ` EER OF RECORD. THE CONTRACTOR IS RESPONSIBLE TO KNOW ALL CURRENT CODES. general Contractor (GC) shall verify all existing conditions in the field prior to the bid & atirri of any work. The G.C. shall carefully survay the existing job conditions to Sy them. e GC shall verify all dimensions in the field - on site dimensions take priority over all. 1_ e, survey to verify. 4. /nay discrepancies between the contract documents and existing conditions shall be reported "re architect prior to the GC's execution of any work. 5. Rel to the structural drawings for all -structural sizes and information (all Dimensions shown in the are •=etural drawings are for location purposes only). . irk shall conforrn to the code, County planning agency, in addition to all codes, (t i, state and local regulations). Hurricane sales are to be followed. 7_ The ilding shall comply with all current energy requirements and calculations. 8. Al ...tensions are from face of studs unless otherwise noted. 9. The ,:, shall ensure that existing work on the site is protected at all times. And shall replace and dts Jed work to the satisfaction of the owner.All that includes exterior surfaces, landscape, irrigation, signage etc 10. T- ;C shall be responsible for the design, construction and coordination of ail mechanical, elt 'cal, plumbing and fire protection work. This includes any drawings, shop drawings, details, cc ations ect, that may be required to properly execute this work. L<- ,tion of lighting devices, mechanical equipment, plumbing fixtures, and fire -protection c :es show on the architectural drawings are for location reference only. .tions, quantities and code compliance of all electrical, mechanical, plumbing and fire- ction devices are the sole responsibility of the GC. .relocations, additions or indications to be made in the mechanical, electrical, plumbing and protection systems as required by the building inspector or regulatory agencies, or visable 'ng conditions shall be performed by the GC at no additional expense to the owner. o: - fisting abandoned electrical, mecanical, systems are to be removed from job -site. rchitect is not responsible for the coordination, completeness, locations, or content of any altants of contractors. 12. A' , terior non --load bearing partitions shall be comprised of 2x4 wood or metal stuns 'J € 6" o.c. or as n. 13. Fe all painted surfaces to receive 1 - primer coat, and 1- finish coat. Colors to be selected by the 14. Ac essory back --up plates: Ir ii back-up plate gaskets behind all in wall -mounted accessories as required. 15. WEY. -:erstripping shall be provided at all doors and windows that separate heated space from unheated sp~e, or the building exterior (inc. garage doors and at furnace closets). Infiltration shall not exceed Ft./min./sq.ft. with a pressure diff. Of 1.567 psi (wind load of 25 mph). 16. terior building joints shall be filled with sealant. 17. H:r:-:tjrig ducts shall be constructed, installed and insulated per the local mechanical code. All duct :ice! shall be airtight. Ducts in unconditioned space shall be insulated with min. 1" mineral fiber i'', .tion. Duct insulation shall have a flame spread not over 25 and smoke rating not over 100. 18. I; lew thermostat shall be automatic, w/delay for effeniancy night set -back with integral clock with ii, , -al clock with settings for 2 -periods in 24 hours. 19. AH dower controls to be scald proof and faucets and shower -heads to be flow restricting `,c o exceed 2.75 GPM). 20. Pi e -d an insulation blanket (R-12) around all water heaters. 21. r' y:de pipe insulation (R-3) on both hot and cold pipes 5' from the wter heater. 22. cooking appliances shall have electronic pilots. 2.5. - !' toilets to be low water volume usage type. 24, ihi. set of contract documents incorporates hurricane or structural calculations, and energy use .dations (by others) . Paid by owner. 25. All exterior windows are per energy calculations. 23. Architect is here by given access to make photographs, videos, irnages etc. of project & promote & publish such images and articies in a free and unrestricted manner, place 3'0" x 4'0" sign at site front as needed by architect. 27. One note on one drawing is applicable to all drawings 28. The architect is the final interpreter of the drawing and any discrepancies there in. 29. On remodels all materials, textures and colors are to match existing, to completely blend in visually U.O.N. On new homes all materials, textures and colors are to match neiborhood association rules and or codes of any kind governing such things. 30. WARNING THE STRUCTURAL INTEGRITY OF THE ADDITON SHOWN ON THESE PLANS IS DEPENDENT UPON COMPLETION ACCORDING TO PLANS AND SPECIFICATIONS. STRUCTURAL MEMBERS ARE NOT SELF-SUPPORTING DURING CONSTRUCTION AND €REQUIRE TEMPORARY BRACING UNTIL PERMANENTLY AFFIXED TO STRUCTURE AS DIRECTED. THE STRUCTURAL ENGINEER ASSUMES NO LIABILITY FOR THE STRUCTURE Di R NG CONSTRUCTION, UNLESS THE CONSTRUCTION METHOD AND BRACING ARE INCLUDED IN THE PLANS AND SPECIFICATIONS OR ARE SUPERVISED BY THE STRUCTURAL ENGINEER DURING CONSTRUCTION. 31. Draftstopping shall be provided at all joints for soffit ceilings. 32. ASPHALT PAVED AREAS DAMAGED DURING CONSTRUCTION MUST BE RESTORED, TESTED AND INSPECTED AS PER CITY'S ENGINEERING STANDARDS. LIMEROCK BASE SHALL BE I -BR 100 WITH 70% CARBONATED, COMPACTED TO A MIN. OF 98% OF STANDARD PROCTOR WITH DOUBLE THE ORIGINAL THICKNESS. SUBGRADE MATERIAL MUST BE LBR 40 AND COMPACTED TO A MINIMUM OF 98% OF STANDARD PROCTOR. ALL LBR AND PROCTOR REPORTS TO BE PROVIDED TO THE ENGINEERING DIVISION PRIOR TO SCHEDULING INSPECTIONS AND TESTING. 33, MAINTAIN A MINIMUM OF 10FT HORIZON TAI_ SEPARATION AND 241N VERTICAL SEPARATION BETWEEN PROPOSED AND EXISTING/PROPOSED CITY UIILITiES. 34 ALL APPLICABLE SAFETY MEASURES MUST BE EFFECTIVE AT ALL TIME'S. 35. RESTORE ALL AREAS TO ORIGINAL OR BETTER CONDITION. 36. ALL BUILDING DEPARTMENT CORRECTIONS ON PLANS SHALL BE INCLUDED IN THE BID 37. ALL TIE BEAMS THAT ARE NOT FLAGGED OR SPECIFIED, BUT THAT ARE NEEDED AS SUPPORT ARE TO BE ASSUMED AS NEEDED FOR BUILDING PURPOSES ARE CLARIFIED OR SIZED BY RFI TO ARCHITECTURAL PLANS. 38. ALL INTERIOR SOFFITS OR CEILINGS ARE ASSUMED TO BE G.W.B. UON. ALL EXTERIOR SOFFITS ARE ASSUMED TO BE STUCCO- UON. 39. FOR CONTRACTOR BIDDING PURPOSES, ALL WORK IS ASSUMED TO 8E REQUIRED TO BE BUILT TO CODE EVEN IF THERE IS AN OMISSION iN THE ARCHiTECT'S DRAWINGS. ALL G.C.'S AND THEIR SUB -CONTRACTORS ARE REQUIRED TO KNOW THE CODE AND BUILD TO CODE. 40. SOLID BLOCKING AND OR HEAVY GA. MT_ FRAME C ALL WINDOW AND DOOR JAMBS AND HEADS WHERE NEEDED 41. ASBESTOS REPORT IS REQUIRED FOR ANY PROJECT iN A BUILDING PER CODE REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2013 City of Tukwila BUILDING DIVISION H ALL NOTES: The General Contractor shall coordinate with mall to erect and remove all required temporary partitions and on-site protections. General Contractor shall submit as part of his proposal full estimates for supplying, erecting, and removal of temporary partitions and/or protections per mall requirements. All Nork to be completed per Tenant Criteria, cosies, Mali Rules & Regulations and lease agreement. Tenants must use all Required Contractors at Tenant's expense (per rules and regulations). Contract tenant Tenant Coordination for a copy of Rules end Reg's. i. It is the tenants responsibility to give their contractor a copy of tenant criteria prior to bidding project to ensure they are bidding materials that the mail will accept. The contractors should also contact mall management to get a copy of the mall Rules and Regulations prior to bidding project. Coordinate final location of all roof equipment with mall managernent. Coordinate with mail management prior to coring or trenching. It is the Tenant's responsibility to visit the site and verify all dimensions, conditions and utilities. Patch/repair fireproofing damaged during demo/construction as required to maintain original rating. Any penetration through the deck larger that 12" square shall require structural calculations, details, structural steel and fireproofing as required. Coordinate final !aycut of storefront with mall management prior to construction. Ceilings cannot be hung from landlords deck above. Tenant's general contractor shall be required to furnish temporary weatherproofing for ail roof penetrations, until landlord's roofing contractor has made the final patch. General Contractor snail use/hire the landlord's roofing contractor to perform all roof repairs and new roof penetration flashing. General Contractor shall use/hire the landlords fire sprinkler contractor and fire alarm contractors to perform all necessary modifications and additions to the existing fire sprinkler and fire alarm systems. Dai - () N RECEIVED CITY OF TUKWILA MAR 1 4 20 3 PERMIT CEN {E REVISIONS PPE. DA E Y ' JJ co cr? CO Li. X - U w CII CI I-Lu rio LU (1 11-! N 0 00 a3 rn ILI < W l-0 H CC) I - Z N 0) o� O o1 r, ' 1.0 c+7 ti r r- CL W U mvimmiH 41•MMIIMMIMIN, LL Lgjimmj 111 rJ O DESIGN CWF )ESIGN DWG BCAMERA W )RKINC DWG DVW BID REVIEW DVW PE 'MIT REVIEW DVW ISSUE DATE 03-12-13 'RGE\CY I_IGEND WALL MNT. EXIT LIGHT TO BE EQUIPT WITH 90 MINUTE BATTERY BACK—UP AND WIRED TO LIGHTING CIRCUIT AHEAD OF ANY SWITCHES. EMERGENCY/EXIT LIGHT TO BE EQUIPT WITH 90 MINUTE BATTERY BACK—UP AND WIRED TO LIGHTING CIRCUIT AHEAD OF ANY SWITCHES AND LABEL EMERGENCY EQUIPMENT CKTS. AT ELECTRIC PANEL. STI 11 FIRE EXTINGUISHER W/WALL MOUNT. EXTINQUISHER SHALL BE MOUNTED SUCH THAT THE TOP OF THE HANDLE WHEN MOUNTED IS 48" A.F.F. EXTINGUISHERS SHALL BE LOCATED NOT TO EXCEED 75 FT. TRAVEL DISTANCE AND MUST BE CURRENTLY TAGGED BY A LISCENSED FIRE EQUIPMENT COMPANY. DRY CHEMICAL FIRE EXTINGUISHER CLASSIFICATION 3—A, 40—B:C TESTED TO ANSI/UL 711 AND ANSI/ UL 299 MARINE TYPE U.S.C.G. TYPE A SIZE i1, TYPE B:C SIZE I U.S.C.G. APPROVAL NO. 162.028/EX1793 GROSS WT. 7LBS 15 OZ. MIN 8LBS 11 OZ. MAX (N)=NEW (R)=RELOCATED (E)=EXISTING TO REMAIN—VIF 1\ OCCL P AN T LOAD POST SIGN THAT STATES MAX OCCUPANCY IS 00 PEOPLE EIRE SPRINKLERS FIRE SPRINKLERS EXISTING TO REMAIN RE -ADJUST HEADS AS NEEDED TO ACOMODATE NEW PARTITION WALLS, FRE ALARM FIRE ALARM EXISTING TO REMAIN HAZARD CLASSIFICATION 6.2.2.3 ORDINARY HAZARD LIFE SAFETY INFORMATION 37.2.6 TRAVEL DISTANCE SHALL NOT EXCEED 250 FEET 37.2.5.2 DEAD END CORRIDORS SHALL NOT EXCEED 50 FEET 37.2.5.3 COMMON PATH OF TRAVEL SHALL NOT EXCEED 75 FEET EXISTING SPRINKLER HEAD TO REMAIN-TYP I- K TE 1, ALL DOERS IN THE MEANS 'F EGRESS SHALL BE SINGI-_ _ ACTION RELEASE AND SHALL NET REQUIRE THE USE OF A KE`', T DOL OR SPECIAL KNOWLEDGE 2. OWNER -I'll FROVIDE A SIGN AT THE MAIN ENTRANCE S 'THIS DOER TO REMAIN UNLOCKED ( 3, NUMERICAL ADDRESS WIL. L DE PROVIDED ON ALL EXTE:F LOCATED [31 S DREFRONT GLAZING SIMILAR TO AD.JAC E 7' 13" A,F,F . `.v'I1-H 6 , NUMBERS, WATERPROOF, AND CDNTR( S 4, FIRE LiXTINGUISHER SHALL NOT EXCEL.? 75' TRAVEL- ". WILL BE CURRENTLY TAGGED BY A LICENSED FIRE [Du' 5, PLACE MAX, OCCUPANCY SIGN IN OBvIPUS PLACE OCCUPANT LOAD BFREAKDO`WN TOTAL SQUARE FOOT == 960 Sr 793 S.F./100 = 8 PEOPLE 13 SEATS = 13 PEOPLE TOTAL OCCUPANCY LOAD 21 ?EOPLE ING: R DOORS TO BE TENANTS +/— ING COLORS. -ANCE AND THEY "MNT COMPANY, WALL MNT. FIRE EXTINGUISHER. SEE NOTES THIS SHEET.—TYP i EXISTING RESTROOM (E) (E) STOCK ROOM (E) f\./% I WASH AREA 0 �A 0 �-I 1-) j V i \ s 1E) ♦ �\• l ) . r< ,' E Nr 0 (E) 0) 9 0 Nr) N NN (E) WAITING oN N. �-- J) RECEPTION (E) I T ' w, NG 7\ 7- L N \-W SCAL L_I c TY RLA\ 77 9 MALL CORRECTIONS REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 14 2013 PERMIT CENTER J 1EF. i631 LA SikLLE STREET P4 I 0 t-� 0 00 P4 w Z4 4 0 C\2 4.4 44 _IA z ®COO `�y' CO CO CO DESIGN CWF ')ESIGN DWG BCAMERA IN )RKING DWG DVW BID REVIEW DVW PE -WIT REVIEW DVW ISSUE DATE 03-12-13 SCALE AS NOTED JOB NO. 20130214 SHEET 71-1-S. J PROTECT ALL EXISTING FIRE DEVICES, EXIT SIGNS AND E -G= \CY LG -TS FROM DEVOLITION WORK. DEMOLITION PLAN NOTES L DISPOSE OF ALL MATERIALS IN AN APPROVED MANNER. ALERT OWNER IF MATERIALS POTENTIALLY CONTAINING HAZARDOUS MATERIAL ARE ENCOUNTERED. 2. COORDINATE WITH TENANT/ARCHITECT ON RELOCATION OF TELEPI-!ONE AND DATA CABLING. 3 . CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONS''RUCTION 4 BIDDING. COORDINATE DEMOLITION WITH NEW CONSTRUCTION. 4 _ REMOVE EXISTING ELEC. BOXES, PLUGS, AND SWITCHES WITH EXIST. WALLS TO BE DEMOLISHED UNLESS NOTED OTHERWISE. COORD, DEMOLITION DIMENSIONS WITH NEW PARTITION PLANS 6 . CLEAN ALL MECHANICAL SUPPLY AND RETURN GRILLES FOR REUSE AS REQUIRED BY BIDDER DESIGN FIRM. CONTRACTOR TO COORDINATE. 7 . REMOVE OR CAP OFF ALL EXISTING LOOSE WIRE, NATURAL GAS PIPES, AND PLUMBING UNLESS OTHERWISE NOTED DEMOLITION GENERAL NOTES 1. THE GENERAL CONTRACTOR SHALL IN THE WORK OF ALL TRADES PERFORM ANY AND ALL CUTTING AND PATCHING NECESSARY TO COMPLETE THE WORK AND SHALL PROTECT THE EXISTING BUILDING FROM DAMAGE CAUSED BY THE WORK. THE GENERAL CONTRACTOR SHALL REPAIR AND RESTORE SATISFACTION OF THE OWNER AND THE ARCHITECT. 2. THE GENERAL CONTRACTOR SHALL NOT DISRUPT EXISTING SERVICES, OPERATIONS,- OR UTILITIES WITHOUT OBTAINING OWNER'S PRIOR APPROVAL AND INSTRUCTIONS IN EACH CASE. 3. THE GENERAL CONTRACTOR SHALL COORDINATE DEMOLITION AND CONSTRUCTION TO REMAIN, SO AS TO PROVIDE THE BEST POSSIBLE STRUCTURAL START POINT FOR THE NEW WORK TO BEGIN. 4. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF LOCAL CODES. 5. THE GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR THE VERIFICATION OF ALL ELEVATIONS, CONDITIONS, AND DIMENSIONS PRIOR TO COMMENCING DEMOLITION & CONSTRUCTION. 6. ANY CONFLICTS OR OMISSIONS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR GENERAL NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY AND BEFORE PROCEEDING WITH ANY WORK SO INVOLVED. 7. THE GENERAL CONTRACTORS SHALL COORDINATE AND VERIFY WITH ALL SUBCONTRACTORS THE SIZE AND LOCATION OF ALL PIPING, DUCTWORK, TRENCHES, SLEEVES, SPECIAL BOLTING, ETC. 8. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS,AND METHODS FOR DEMOLITION. THE CONTRACTOR SHALL INFORM THE ARCHITECT OF ANY CONDITIONS THAT WOULD AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING PRIOR TO PROCEEDING WITH DEMOLITION. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LEAVING ALL ,'NN!SH SURFACES CLEAN AT COMPLETION OF- THE WORK AND SHALL REMOVE ALL EXCE`..` MATERIAL AND DEBRIS FROM THE JOBS REGULARLY. 10. J03 SITE MEASUREMENTS ARE THE FULL RESPONSIBILITY OF CONTRACTOR AND/OR SUBCONTRACTOR AND MUST BE TAKEN FOR ALL !TEM: 3Y ALL SUBCONTRACTORS PRIOR TO FABRICATION. GENERAL CONTRACTOR RESPONSIBLE FOR INSTALLING SOLID F SHELVING, CABINETS, ETC., OR EQUIPMENT REQUIRING BACKIN _ 12. ALL CONTRACTORS SHALL COMPLY WITH EPA AND ALL OTHER AUTHORITIES HAVING JURISDICTION. 13. IF SPACE IS OCCUPIED BY OWNER DURING DEMOLITION WORK CONDUCT SPECIFIED DEMOLITION WORK WITHOUT DISRUPTING OF THE SPACE. MAINTAIN AND PROTECT. EXISTING UTILITIES TO REMAIN IN SER WIT1-I DEMOLITION, PROVIDINC BYPASS CONNECTIONS TO OTHER 15. CANTRACT')R MUST LOCATE, IDENTIFY, SHUT OFF, DISCONNECT, SERVICES TO BE DEMOLISHED. 16. CONTRACTOR TO EMPLOY A CERTIFIED, LICENSED EXTERMINAT AND TO CONTROL RODENTS AND VERMIN DURING WORK. 17. CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO P` TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND SITE BEHIND ALL SPOSAL REGULATIONS OF E CONTRACTOR SHALL OWNER'S OCCUPATION E BEFORE PROCEEDING ARTS OF THE BUILDING. AND CAP OFF UTILITY i TO TREAT BUILDING ,;'ENT INJURY 'ROVEMENTS. 8. PROVIDE AND MAINTAIN SHORING, BRACING, OR STRUCTURAL SIO,PPORT TO PRESERVE BUILDING STABILITY AND PREVENT MOVEMENT, SETTLEMENT, CP -COLLAPSE. 19. PROTECT BUILDING STRUCTURE OR INTERIOR FROM WEATHER ,' _ ) WATER LEAKAGE AND DAMAGE. 20. PROTECT REMAINING WALLS, CEILINGS, FLOORS, AND EXPOSED RNISHES. ERECT AND MAINTAIN DUSTPROOF PARTITIONS. COVER AND PROTECT REI ' 'DING FURNITURE.EURNISHNGS, AND EQUIPMENT. 11 rill .11 EXISTING SOFFIT ABOVE TO REMAIN EXISTING SOFFI REMAI 21. PROMPTLY PATCH AND REPAIR HOLES AND DAMAGED SURFACES OF BUILDING CAUSED BY DEMOLITION. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO REMAINING ADJOINING CONSTRUCTION. 22. PROMPTLY REMOVE DEMOLISHED MATERIALS FROM OWNER'S PROPERTY AND LEGALLY DISPOSE OF THEM. DO NOT BURN DEMOLISHED MATERIALS. 23. REMOVE ALL EXISTING TRIP HAZARDS. REMOVE ALL ABANDONED ELECTRICAL. AND MECHANICAL, PLUMBING SYSTEMS FROM SITE & BUILDING. 24. ALL SALVAGE RIGHTS BELONG TO BUILDING OWNER. 25. DO NOT SCALE DRAWINGS. DEMOLITION LEGEND 1 j REMOVE EXISTING DOORS 21 REMOVE EXISTING NON BEARING INTERIOR PARTITION D EMOi11ON PLAN SCALE: 1 /'4" = I'-0" REVIEWED FOR CODE COMPLIiNCE APPROVED APR 0 3 2013 City of Tukwila BUILDING DIVISION NOTE: IT IS THE CONTRACTORS RESPONSIBILITY VISIT THE JOBSITE AND TO BE THOROUGHLY FAMILIAR WITH THESE PLANS AND ALL EXISTING FIELD CONDITIONS PRIOR TO BEGINNING ANY DEMOLITION. FOR ANY CLARIFICATION OR QUESTIONS GALL ARCHITECT PRIOR TO PROCEEDING. brO9LI RECEIVED CITY OF TUKWILA MAR 14 20 PERMIT CENTER FIEF. o E M U J N Lo g J >, ca co 0 aCI)_ � �Gt (24 0 cp I4 44 r + 0 DESIGN CWF DESIGN DWG BCAMERA V IRKING DWG DVW BID REVIEW DVW PE ':MIT REVIEW DVW ISSUE DATE 03-12-13 SCALE AS NOTED JOB NO. 20130214 SHEET �444SX?445� J 1 CONSTRUCTION NOTES: 1. NOTIFY ARCHITECT IMMEDIATELY OF ANY INCONSISTENCIES OR DISCREPANCIES WITH PLANS IN RELATION TO EXISTING FIELD CONDITIONS. 2. CONSULTANTS DRAWINGS ARE SUPPLEMENTAL TO THE ARCHITECTURAL DRAWINGS. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CROSS CHECK WITH ARCHITECTURAL DRAWINGS PRIOR TO THE ORDERING/ INSTALLATION OF ANY MECHANICAL, PLUMBING, AND ELECTRICAL WORK. ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL AND THE CONSULTING ENGINEERS DRAWINGS SHALL BE BROUGHT TO THE DESIGNERS ATTENTION FOR IMMEDIATE CLARIFICATION. 3. ALL DIMENSIONS ARE TO FACE OF FINISHED MATERIAL (GYP.BD., LAMINATE, ETC.) UNLESS OTHERWISE NOTED. USE WRITTEN DIMENSIONS DO NOT SCALE DRAWINGS. 4. EXISTING DEMISING WALLS ARE TO REMAIN AND MUST REMAIN ONE HOUR RATED AS PER U465. G.C. TO REPAIR DEMISING WALLS AFTER DEMOLITION TO SATISFY FIRE RATINGS. 5. ALL GYP.BD TO BE 5/8" TYPE 'X', UNLESS OTHERWISE NOTED. 6. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, USED, CLEANED, AND CONDITIONED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN SPECIFICATIONS OR INSTRUCTIONS. 7. THE GENERAL CONTRACTOR SHALL PAY ALL FEES, LICENSES, PERMITS, AND D INSPECTIONS REQUIRED FOR PROPER EXECUTION OF THE WORK. 8. THE GENERAL CONTRACTOR SHALL PERSONALLY SUPERVISE AND DIRECT THE WORK. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION AND/OR INSTALLATION METHODS, MEANS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATION OF ALL PORTIONS OF THE WORK. 9. CUTTING AND PATCHING: WHERE EXISTING CONDITIONS ARE CUT OR DISTURBED TO PERMIT NEW CONSTRUCTION AND/ OR INSTALLATION, MATCH AND PATCH EXISTING DISTURBED CONSTRUCTION /FINISH. 10. ALL INTERIOR AND STOREFRONT CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES IN PLACE IN THE LOCATION OF THE WORK. 11. UNLESS NOTED OTHERWISE, THE SUBCONTRACTORS SHALL PROVIDE AND PAY ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, TRANSPORTATION, PERMITS AND OTHER SERVICES AND FACILITIES NECESSARY FOR PROPER AND TIMELY EXECUTION OF THE WORK. 12. THE SUBCONTRACTOR WARRANTS TO THE OWNER AND TO THE ARCHITECT THAT ALL MATERIALS AND EQUIPMENT FURNISHED UNDER THE CONTRACT ARE NEW UNLESS OTHERWISE SPECIFIED, AND THAT ALL WORKS WILL BE AS SPECIFIED AND FREE OF DEFECTS. 13. THE SUBCONTRACTORS SHALL GUARANTEE ALL WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF WRITTEN SUBSTANTIAL COMPLETION. 14. ALL WORK SHALL BE EXECUTED IN A MANNER ACCEPTABLE TO THE LANDLORD. 15. APPROVED FIRE EXTINGUISHERS SHALL BE LOCATED AS REQUIRED BY CODE. 16. ALL BLOCKING INSIDE WALLS TO BE FIRE RETARDANT TREATED OR NON COMBUSTIBLE 17. ALL PIPING UNDER SLAB TO BE PROTECTED, INSULATED, AND/OR HEAT TAPED AS REQ'D. BY CODE. 18. ONE HOUR FIRE RATED CONSTRUCTION MUST BE MAINTAINED AT ALL PARTY WALLS AND STOREFRONTS. WALL TYPES: ///////// 0465 NEW INTERIOR PARTITION. ONE LAYER 5/8" G.W.B. AT EXPOSED SIDES OF 3-5/8" MTL. STUDS, 20 GA, © 16" 0.C. TO HDR ABOVE. FINISH WALLS PER FINISH SCHEDULE & ELEVATIONS. SEE DETAIL 1 SHEET A4.1 EXISTING TENANT SEPARATION PARTITION, VERIFY THAT ONE LAYER 5/8" TYPE "X" FIRE CODE G.W.B. IS CONTINUOUS. PATCH OR REPAIR AS NECESSARY AT TENANTS SIDE ONLY. REPAIR OR FIRECAUL_K AS NEEDED. SEE DETAIL 2 SHEET A4.1 EXISTING PARTITION TO REMAIN. PATCH OR REPAIR AS NECESSARY. FINISH PER FINISH SCHEDULE OR MATCH EXISTING. NEW INTERIOR PARTITION 8'-O" HIGH. NOTE: PROVIDE WATERPROOF MEMBRANE IN ALL AREAS PERIMETER WALLS WHERE WATER IS USED. DEMO PERIMTER TILE IF NECESSARY VERTICAL EXIT PASSAGEWAYS EXIT ACCESS CORRIDORS ROOMS AND ENCLOSED SPACES CLASS A CLASS B CLASS C m11 '0/ N L; U �� V ) �, i r D �,L I- MARK SIZE‘- CODE DESCRIPTION I FRAME GLAZING rR ,MARKS (W x H)L MATERIAL FINISH THICK U -VALUE SHADE 0 --- EXISTING WINDOW -- I ) 0 rJ --- --- -- EXISTING TO REMAIN DOOH SC I SIZE FINISH THRESHOLD DAME REMARKS NO. WIDTH GT. THICK TYPE MATERIAL A -- -- -- EXISTING DOOR -- -- -- -- EXISTING TO REMAIN B 3'-0" 8'-0" 1-3/8" HC DOOR WOOD PAINTED -- WOOD HARDWARE GRDUP#1 y DOOR HARDWARE GROUP #1 CLOSER NORTON 1600 SERIES OR EQUAL - PUSH SIDE CONTRACTOR MUST VERIFY FINAL HARDWARE SELECTION WITH OWNER PRIOR TO INSTALLATION. ALL DOOR HARDWARE AND OPERATING MECHANISMS MUST MEET THE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT (ADA) AND ALL OTHER LOCAL AND STATE CODES. -0" 4" NEW DRYER NEW ASHER EXIST E PANELS 36" HIGH CABINETS STOCK ROOM (EXISTING FLOOR TO REMAIN (EXISTING FLOOR TO REMAIN) C EXISTING RESTROOM (EXISTING FLOOR TO REMAIN) DISPLAY wT-1 NICHE FOR DISPLAY 4,— 8" 4;) 8'-11" WASH AREA X CO 'EE BAR DISPLAY SHOP DWGS BY OTHERS NEW WOOD/TILE FLOOR AC-)) ° A 3.2 SINK SHALL BE ADA ACCESSIBLE \ SEE DETAIL@SHEETA-4.1 11'-3" 4"1'-6's * 4' 4" SEATING HAND SINK 3,-0" HAND SINK z cc w 0 1- CL Ji O Zi- cTo 0}- 0 0 O iU mF ca ce 0 a m SIM LAR O. .EL.SfN.CEIL iN.G. SOFFIT OBTAINED ENSURE PROPER MGT OF WIRING FOR POS IS OBTAINED RECEPTION (NEW WOOD/TILE FLOOR) WAITING NEW WOOD FLOOR) HANGING POSTER BLADE SIGN A.F.F. WAITING (NEW WOOD FLOOR) ' --r DISPLAY SHOP DWGS BY O T HE 0" \IW_OO PLA\ SCALE: 3/8" = 1-0" CONTINUE FLOORING TO CENTERLINE \\- OF DOOR THRESHHOLD TYP. MALL CORRECTIONS SCOPE OF WORK - DEMOLITION OF EXISTING NON STRUCTURAL PARTITIONS AS PER PLANS. - NEW NON STRUCTURAL INTERIOR PARTIONS AS PER PLANS - NEW DOOR AS PER PLANS - NEW PLUMBING AS PER PLANS. EXISTING RESTROOM TO REMAIN - NEW ELECTRICAL AS PER PLANS - EXISTING MECHANICAL TO REMAIN - EXISTING FIRE SPRINKLER TO REMAIN. MODIFICATIONS AS REQUIRED BY CODE BY OTHERS UNDER SEPARATE PERMIT. .1) ISS- t�q�l REVIEWED FOR CODE COMPLI4NCE APPROVED APR 0 3 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 1 4 2013 PERMIT CENTER ti 0 N N M -J LL w J J Z cn O w F- M .3 (1) LL %LI= -7U =a W m �o CO °J CC /j W v � co c) w co L[) 0) Q LL I --co co N- orn Q�d) wC-a 0 Q T n' ee Qca �J o Z O- U (-4 IIIINI N� W a<1® ter—+ Cf) co r LT4 rig) H DESIGN I CWF DESIGN DWG BCAMERA W )RKING DWG DVW BID REVIEW DVW PE -EMIT REVIEW DVW ISSUE DATE 03-12-13 SCALE AS NOTED JOB NO. 20130214 SHEET 0 ) 0 rJ DISPLAY BEYOND W/ GLOSSY BLACK FIAINTED FRAME, GLASS SHELVES & IRROR BACK. BOTTOM OF DISPLA (36" HIGH) W/ DOORS IN GLOS Y WHITE PAINT EXISTING SOFFIT PAINTED SHERWIN WILLIAMS SW7606 OR SIMILAR EW PENDANT LIGHT BY IKEA ODEL: PS MASKROS DISPLAY NICHE B _ JND (SEE COFFEE BAR > LEVATION FOR DETAILS) -- CORDS FOR PENDANT SHALL BE CONCEALED IN ROD. FULL HEIGHT WALL COLOR: SW 7606 OR SIMILAR. FULL HEIGHT WALL PAINTED COLOR SHERWIN WILLIAMS SW6234 OR SIMILAR 36" HIGH COUNTER TOP & FACE W/ WHITE QUARTZ SEE ELEVATION D @SHEET A-3.3 FOR DETAILS 36" HIGH RECEPTION DESK W/ BLACK QUARTZ TOP, LIGHTED BOX LOGO FACING ENTRANCE & STAINLESS STEEL TOE KICK A ; ENTRAN E/ RECEPTION ELEVATION SCALE MALL CORRECTIONS LIGHTED BOX DISPLAY STAINLESS STEEL BASEBOARD b1.3• - REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 14 2013 PERMIT CENTER REVISIONS F'EF". DATE BY 3-11-13 DVW LU • N 0 - • J 1-0 C/)N- uJ w N O ZCo 6 N2 - Y gcu O O iTt LJJ< wO coLIC 0 CO Z n N C/) DESIGN CWF DESIGN DWG BCAMERA W )RKING DWG DVW BID REVIEW DVW PE'ZMIT REVIEW DVW ISSUE DATE 03-12-13 SCALE AS NOTED JOB NO. 20130214 SHEET J WALL AREA BEYOND WITH GLOSSY BLACK PAINTED SHELVES. / MARBLE OR QUARTZ BACKSPLASH / CHOSEN BY OWNER � DISPLAY W/ GLOSS WHITE PANTED FRAME., GASS SHELVES AND MIRROR BACK: WALL BEYOND PAINT COLOR SHERWN WILLIAMS SW6234 OR SIMILAR. SEE MORE DETAILS @ ELEVATION E @A-3.4 CORDS FOR PENDANT SHALL BE CONCEALED IN ROD. MALL CORRECTIONS NEW PENDANT LIGHT BY IKEA MODEL: PS MASKROS EF. FULL HEIGHT WALL COLOR: SW 7606 OR SIMILAR. BACK OF DISPLAY W/ TV COLOR: SW 7606 OR SIMILAR. N N (Y) J LL w J J z 0 0 -) -17"_/ 1 4 M J LL 0 CO0 J w LL w w 0 as 1- w w CL' H U) z J z LL- NOMMIINNIMIIIMMJ ISI �� e' L -1.J L.- I L._LJ I >0— r/ aszC 0 (f) WASH AREA BEYOND SEE ELEVATION E @A-3.4 36" HIGH COFFEE BAR COUNTER TOP & FACE W/ BLACK QUARTZ & STAINLESS STEEL TOE KICK \B i DRY BAR EL SCALE: 1" = 1' 36" HIGH COUNTER W/ BLACK QUARTZ TOP, GLOSSY WHITE PAINTED DRAWERS & STAINLESS STEEL TOE KICK & FEET REST NATION MIRROR W/GLOSSY BLACK PAINT FRAME oi REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 14 2013 PERMIT CENTER DESIGN CWF DESIGN DWG BCAMERA W )RKING DWG DVW BID REVIEW DVW PES MIT REVIEW DVW ISSUE DATE 03-12-13 SCALE AS NOTED JOB NO. 20130214 SHEET A_ ,I. 1 li r DISPLAY BEYOND W/ GLOSSY BLACK PAINTED FRAME, GLASS SHELVES & MIRROR BACK. BOTTOM OF DISPLAY (36" HIGH) W/ DOORS- IN GLOSSY WHITE PAINT ( CARDS FOR PENDANT SHALL BE GOND ;SLED IN ROD. ) I WALL BEYOND PAINTED WHITE DISPLAY NICHE WITH GLOSSY BLACK PAINTED FRAME, GLASS SHELVES & MIRROR BACK NEW PENDANT LIGHT BY IKEA / MODEL: PS MASKROS FULL HEIGHTWALL PAINTED COLOR SHERWIN WILLIAMS SW6234 OR SIMILAR.WITH LIGHTED BOX DISPLAY 36" HIGH COFFEE BAR COUNTER TOP & FACE W/ BLACK QUARTZ & STAINLESS STEEL TOE KICK. LIGHTED BOX LOGO FACING FRONT OF STORE. (p),19FFEE BAR ELEVATION STAINLESS STEEL BASEBOARD �i3�ogti I 011/0•101. MALL CORRECTIONS REVIEWED FOR CODE COMPLIANCE APPROVED syr APR 0 3 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 14 2013 PERMIT CENTER REVISIONS REF. DATE z1\ 3-11-13 BY DVW o E CNI (C4 U u— 4-12 ib .-.I = O z 0 0 W 'o ceZ N V) 0-4 CD V1 z z SOUTHCENTER SPACE 240 WA 98188 DESIGN CWF DESIGN DWG BCAMERA WORKING DWG DVW BID REVIEW DVW PEWIT REVIEW DVW ISSUE DATE 03-12--13 SCALE AS NOTED JOB NO. 20130214 SHEET o WALL MOUNTED LIGHTS CHOSEN BY OWNER 41.11,M11.111.1•15141i 011.0. ED r WALL MOUNTED MIRRORS WITH - GLOSSY BLACK PAINTED FRAME STAINLESS STEEL BASEBOARD RIGHT WALL PAINT COLOR SHERWIN WILLIAMS SW6234 OR SIMILAR. GLOSSY BLACK PAINTED FRAME @WALL WITH LIGHTED BOXES DISPLAY. BACK PAINT COLOR SW 7606 OR SIMILAR MALL CORRECTIONS TABLE MIRRORS LEFT WALL ELEVATION 36" HIGH COUNTER TOP & FACE IN WHITE QUARTZ & GLOSSY WHITE PAINTED DRAWERS DISPLAY @ BACK WALL SEE ELEVATION C @SHEET A-3.2 FOR DETAILS y REVIEWED FOR CODE COMPL19NCE APPROVED APR 0 3 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 14 2013 PERMIT CENTER REVISION7-Th DATE FEF. 3-11-13 I- O BY DVW III cx • ■ ILMILIIMIONOP >1"""""agi 4IC.-=C 0 (f) I Iii cn r� 714h w cn DESIGN CWF DESIGN DWG BCAMERA Jar )RKING DWG DVW BID REVIEW DVW PE -'.MIT REVIEW DVW ISSUE DATE 03-12-13 SCALE AS NOTED JOB NO. 20130214 SHEET A--;) ) 1 J BACK WALL OF WASH AREA COLOR: SW 7606 OR SIMILAR. GLOSSY BLACK PAINTED SHELVES. WALL MOUNTED LIGHTS CHOSEN EY OWNER WALL MOUNTED MIRRORS WITH GLOSSY BLACK PAINTED FRAME LEFT WALL PAINT COLOR SHERWIN WILLIAMS SW6234 OR SIMILAR. MALL CORRECTIONS 18" HIGH MARBLE/QUARTZ BACKSPLASH CHOSEN BY OWNER WASH AREA 32" HIGH COUNTER iN CONCRETE WITH HAIR SINKS STAINLESS STEEL TOE KICK. E ; RIGHT WALL ELEVATION SCALE: 1" STAINLESS STEEL BASEBOARD tOH REVIEWED FOR CODE COMPL NCE APPROVE APR 0 3 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 14 2013 PERMIT CENTER REVISIONS DATE 3-11-13 c) J w J J z 0 U co co 07 E N N Q Cli CC/ 03� r >sN co d CD CD n CD o co r— T- W 0) W U O)Lo ca CO 1- dCC1 1— Ts Q U (NI (1) w W 1— :71 J z 0 N CD M M 0 0 d i-- Li- ry 1,.1.-J II1 n (f) eg=::C I11 n t-4 e0 00 Cn 44 Ci) Ct 0 DESIGN CWF )ESIGN DWG BCAMERA V, JRKING DWG DVW BID REVIEW DVW PE '.MIT REVIEW DVW ISSUE DATE 03-12-13 SCALE AS NOTED JOB NO. 20130214 SHEET C CEILING NOTES: 1. ALL LAMPS USED MUST INCLUDE A COVER AS PER HEALTH CODE. ALL FIXTURES TO SE U.L. APPROVED. 2. USE MOUNTING KITS FOR ALL RECESSED LIGHT FIXTURES AS REQUIRED. 3. COORDINATE WITH ELECTRICAL AND MECHANICAL DRAWINGS FOR LOCATION OF AIR DIFFUSERS, SPRINKLER HEAS AND AND EMERGENCY LIGHTING, ETC. VERIFY ALL CONDITIONS IN FIELD AND NOTIFY THE DESIGNER AND/OR OWNER'S REPRESENTATIVE AT ONCE OF ANY DISCREPANCIES. 4. ALL LIGHT FIXTURES SHALL BE SUPPLED BY ELECTRICAL CONTRACTOR AND INSTALLED BY THE ELECTRICAL. CONTRACTOR INCLUDING EMERGENCY LIGHTS AND SIGN. IF NECESSARY 5. NO LIGHT TO BE VISIBLE UNDER RECESSED FIXTURE TRIM. 7. IT IS THE FIRE SPRINKLER CONTRACTORS RESPONSIBILITY TO SUBMIT PLANS FOR LANDLORD REVIEW AND BUILDING DEPARTMENT PERMIT TO ACCOMPANY ARCHITECTURAL_ PLANS FOR MODIFICATION OF THE FIRE SPRINKLER SYSTEM AS REQ'D TO ACCOMMODATE THE TENANT SPACE. SPRINKLER CONTRACTOR SHALL CONTACT THE CITY FIRE MARSHALL'S OFFICE FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 8. G.C. MUST BRING NEUTRAL PIERS & MALL CEILINGS BACK TO LIKE NEW CONDITIONS AFTER CONSTRUCTION. 11. SMOKE/HEAT DETECTOR SPACING SHALL COMPLY WITH THE REQUIREMENTS OF THE N.F.P.A. 72-E. THE INSTALLATION CONTRACTOR SHALL SUBMIT A CEILING PLAN FOR LANDLORD REVIEW AND BUILDING DEPARTMENT PERMIT TO ACCOMPANY ARCHITECTURAL PLANS SHOWING THE LOCATION OF THE DETECTORS TO THE FIRE MARSHALL FOR APPROVAL BEFORE STARTING WORK. 12. REFER TO ELECTRIC AND MECHANICAL DRAWINGS FOR EXACT SPECS. OF ELECTRICAL AND MECHANICAL FIXTURES AND OTHER RELATED EQUIP. 13. SUPPORT WIRES FOR LAY -IN CEILING GRID MUST NOT BE CONNECTED TO LANDLORD'S MECHANICAL, ELECTRICAL, PLUMBING ,FIRE PROTECTION PIPING OR EQUIPMENT. FI SDRINKL Dc 1. EXISTING FIRE SPRINKLERS TO REMAIN FRE ALARM 1 . EXISTING FIRE ALARM TO REMAIN CEILING LEGEND EXISTING GYPSUM BOARD CEILING TO REMAIN 12'-4" HIGH-VIF EXISTING GYPSUM BOARD CEILING TO REMAIN 12'-O" HIGH-VIF EXISTING DROP CEILING TO REMAIN 1O' -G" HIGH--VIF NOTE TO CONTRACTOR: IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR CONSTRUCTION DETAIL. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE AND OPERATIVE ELECTRICAL SYSTEM, AND TO COMPLETE ALL NECCESSARY WORK. ALL EQUIPMENT SHOWN, OR REFERED TO, ON PLAN TO BE PLACED IN PROPER WORKING ORDER. STOCK ROOM (EXISTING DROP CEILING & LIGHTING TO REMAIN) CEILING PLAN GENERAL NOTES REFER TO PARTITION PLAN FOR PARTITION TYPES A� ": ' IGNTS. REFLECTED CEILING PLAN 5i-4ALL BE USED TO IDOCUrI,H THE LOCATION, AND QUANTITY, OF L€ SLIT FIXTURES AND MECHANICAL DIFFUSERS TO ": N. ANY CONFLICT BETWEEN DRAWINGS AND EXISTING CONDITIONS AND ANY CONE '!T5 ARIS€NG DURING CONSTRUCTION SHALL BE SUBMITTED N WRITNG TO ' ': RCI-IITECT BEFORE COMMENCING WORK, ALL DITCHES 514CULN SHALL BE 48" ABOVE FINISH F' ,: ? AND THERMOSTATS TO BE 46", UN'L ES1 OTHERWISE DOTED ON PLAAI. ALL HEIGHTS 4 _ :EVEN FROM TOP OF FINISH FLOOR TO ThE CENTERLINE OF COVERPLATE MCUN1: .:RTICALLY. VERIFY THESE DIMENSIONS CG4f0F € WITH CURRENT BUILDING STAN: LOCATION a ALAM-1 , SPEAKERS, STROBE LIGHTS, : iQ FORiH 16 EXISTING TO REMAIN_ LOCATION OF SPRINKLER I4EADS TO REMAIN EXCEPT -'= `DOTED FOR NEUJ CEILING. FIRE SPRINKLER MODIFICATIONS TO BE TO CODE AND BY 4, ,ERS UNDER SEPARATE PERMIT. PROVIDE ACCESS AS REQUIRED FOR EQUIP- 'T AND SYSTEM MAINTENANCE VERIFY MANUFACTURE RECOti1ENDATION5. FURRNIISH AND INSTALL UNDERWRITERS LABORATORI . (UL) LABELED DEVICES THROUGHOUT, SUBMIT TO ARCHITECT CUT MEETS OF . '151BLE EQUIPMENT, i.e. SWITCHES, OVERPLATES, THERMOSTATS: MVAC GRIL'_.: "C., PRIOR TO ORDERING/ CONST'rTION. ELEC'RICAL SWITCH AND OUTLET COVER PL ATE5, 5U E HARDWARE, AND 50 FORTH SHALL BE INSTALLED AFTER PAINTING AND/OR APP . ON OF WALLCOVERING. PARTITION BRACING TO MEET `1IN€wIUM IBC REQUIREMF r'ER SECTION 1621.1 AND ASCE -05 SECTION q PThGHTING SYMBOLi LEGEND WALL MOUNTED JUNG C BOX RECESSED LICHT ESTI.;(;: PENDANT LIGHT BY IKEA MODEL: PS MASK ' > OR SIMILAR 24"x 24" SURFACE-I,TED FLUORESCENT LIGHT FIXTURE WALL MOUNTED LIG1 PURE CHOSEN BY OWNER SECURITY CAMERA EXHAUST FAN (SEE HVA:- PLANS) NEW/EXISTING WALL -MC, ;41 TED LIGH TED EXIT SIGN NEW/EXISTING EMERGENCY- KUP C-HTING SPRINKLER HEAD SUPPLY AIR DIFFUSER ELECTRIC PANEL lb (N)==NEW (R)=RELOCATED (E)=EXISTING TO RE`s' VIF SOME SYMBOLS MAY NOT BE APPLICABLE NOTE: ALL ELECTRICAL EQUIPMENT DESIGNATE CONNECTED TO AN "ARC -FAULT CIRCL BRANCH CIRCUIT. AFCI" TO BE NTERRU''TER" EXISTING DROP 1LING HEI''HT=10'-0" 1F) (E) 0 (N) j< EXISTIR G DROP C (LING HEIGHT=10'-0"( IF) (R) (R) I LE) (E) EXISTING DROP CEI HEIG: T=10'-01VI (E) (E) (E) (N) (E) 101 (E) (2)7 .„ (R) 0 4XL Il( HEIGHT 10`-0"(VIF) (R) [01 (N) (R) (E) 1 E) (E) 0 (N) (E) 101 (E) (E) 101 (E) (E) / 0 (E) (E) (E) (N) (E) 100 (E) E) J E (E) (E) 0 (E) (E) 7/1 (E) • (E) (N) (E) (E) /,/ (E) 15 [E) (E) sc (E) (E) (N) (R) (NI (R) 0-1 (E) (E) 1(E) (N) (N) (E) 101FOI EXISTING SOFFIT ABOVE (HEIGHT= 9'-10 1/2" VI ) (N) (E) (E) 101 EXISTING GYPSUM BOARD CEILING HEIGHT =12'-4"(VIF) . EXISTING GYPSUM BOARD CEILING HEIGHT=12'-0"(VIF) NFW CE MALL CORRECTIONS EXISTING RESTROOM (EXISTING DROP CEILING & LIGHTING TO REMAIN) LANG PLAN, SCALE: 3/8" = 1,_�,j 1)143 Oct REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 3 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 1 4 2013 PERMIT CENTER 0 N —J LJ.. w —J J Z O Y 0 M J w 2 d w m 0 J w ti t1C w w 0 Air w w 0 �O D Q • F- c) Z c� N 0 CO M ct) 11 1 III I € III >1•.-4=:::C 0 ... U! Aolusemea c\i • 00 0-4 P4 120 Cn E-0 "*4 ;.t W 0,70.4 tea► ►-� f-�- cm DESIGN CWF DESIGN DWG BCAMERA V1 )RKING DWG DVW BID REVIEW DVW PE -'.M€T REVIEW DVW ISSUE DATE 03-12-13 SCALE AS NOTED JOB NO. 20130214 SHEET A-4. 0 Lotabsestommimmemnwsmniamisenimarammaj N:IL1NG CWF SCH}DULE - OR INTERSECTIONS __ _ - __ _...._ ACOUSTICAL CEILING -- - - - .__ - _ _._ 16c1'f-; 16" O.C. -- --- --- - 2 - 16d - -- - -- -- - - `1- 16I __ -- -. - __ _ 12 - 16d - -. - 4 - 8d -_ - �_ __ - - __ _._ I6d @ 24" O.C. -- - - - -- - - 16d 'g. 24" O.C. I trd ra, 8" O C. __ - - __._ i 6d `z; 4" O.L. WALL FRAMING DOUBLE TOP PLATES - FACE NAIL - -- DOUBLE TOP PLATES - LAPS AND INTERSECTIONS - FACE NAIL DOUBLE TOP PLATES - MIN. TOTAL NAILS BETWEEN SPLICES TOP PLATE TO STUD - END NAIL STUD TO SOLE PLATE - TOENAIL - - - -_ - - DOUBLE STUDS - FACE NAIL _ CORNER STUDS _ - - - ._ - _- - - - __ * SOLE PLATE TO JOIST OR BLOCKING ONE STORY OR AT 2nd FLOOR OF 2 -STORY - FACE NAIL 1st FLOOR OF 2 -STORY - FACE NAIL, ` - _ __ ' - * WHEN EXTERIOR FINISH MATERIAL IS CONTINUOS PAST grid FLOOR FRAMING OR CONTINUOS PAST 1st FLOOR FRAMING AND ATTACHED TO MUD SILL, NAILING MAY BE 1/2 OF THAT INDICATED EXCEPT THAT SOLE PLATE NAILING MAY NOT BE LESS THAN 16d �' 16" 0.C. (1) COMMON OR BOX NAILS, MAY BE USED EXCEPT WHERE OTHERWISE STATED. (2) COMMON NAILS ONLY TYPE OF MATERIAL THICKNESS OF MATERIAL WALL CONSTRUCTION NATE SPACING 2 MAXIMUM (IN INCHES) SHEAR VALUE MINIMUM NAIL. SIZE �J I. GYPSUM SHEETING BOARD 5/8" x 2` x 8' UNBLOCKED 4 75 NO i 1 GAUGE, 1 3,/4" LONG 7/i6' HEAD, DIAMONDPC_NT, GALVANIZED 5/8" x 4' 5/8" x 4' UNBLOCK ED BLOCKED 4 7 175 100 2. GYPSUM WALLBOARD OR VENEER BASE 5/8" UNBLOCKED 7 100 5d COOLER_ NAIL: 4 125 BLOCKED 7 125 4 150 5/8" BLOCKED 4 175 6d COOLER NAILS WALL BASE -PER OWN BLOCKED TWO-PLY BASE PLY 9 FACE PLY 7 250 BASE PLY - 6d COOLER NAILS FACE PLY - 3d COOLER.NAILS 1. THESE VERTICAL DIAPHRAGMS SHALL NOT BE USED TO RESIST LOADS IMPOSED BY MASONRY OR CONCRETE CONSTRUCTION. SEE SECTION 4713 (. !. VALUES ARE FOR SHORT - TIME LOADING DUE TO WIND OR EARTHQUAKE. AND MUST BE REDUCED 25 PERCENT FOR NORMAL LOADING. 2. APPLIES TO NAILING AT ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING. BOTTOM OF ROOF STRUCTURE CO CWF ACOUSTICAL CEILING 9'-6" APPROX _ 1 Vr DRKING DWG DVW GYP. BD. E.A. SIDE DVW 5/8" (M.R. 0 WET AREAS) DVW ISSUE DATE 03-12-13 TAPED, SANDED, & PAINTED SCALE AS NOTED 5/8" 20 GAUGE MTL. STUDS 0 < 3 -J RI 1 BATT INSULATION (OPTIONAL) P CONC. SIM W/ 1" / WALL BASE -PER OWN / 7 FLOOR SU J CONCRETE 24" O.C. .A.F. 0 24" O.C. TYP ER WALL TYPE 7:\ INTERIOR NON- MRO. SCALE: N.T.S. (EX.) DARTITION -- 3-5/8" METAL STUD (18 GA.)@ 16" O/c I I 4. 2"X 4" WOOD MEMBER 5/8" DRYWALL NnT- :; ELECTRICAL SYMaOL LECA.- ND SYMBOL DESCRIPTION SYMBOL DESCRIPTION $ BID REVIEW SINGLE SWITCH © +46" AFF c '' CABLE CAT 6 JACK 53 REMARKS 3 -WAY SWITCH © +46" AFF ® TELEPHONE OUTLET 20130214 SINGLE RECEPTACLE V TV JACK EXISTING TO REMAIN ; SINGLE RECEPT - UNDER COUNTER ELEC. PANEL o RECESSED LIGHT FIXTURE DUPLEX RECEPTACLE 120V. -18" AFF UNLESS NOTED OTHERWISE DISCONNECT I JUNCTION BOX F` SELECTED BY OWNER DUPLEX RECEPT - UNDER COUNTER L4 EXHAUST FAN (SEE HVAC PLANS) O SUSP. PENDANT QUAD PLEX RECEPTACLE SELECTED BY OWNER LED TAPE LIGHTING 5WALL L51-4- i---3 RECEPTACLE W GROUND FAUL j CIRC. INTERRUPTER ( =WATERPROOF --- 220V APPLIANCE OUTLET GFCI EM1 SINGLE RECEPT 208/230V SURFACE ALL SYMBOLS MAY NOT BE APPLICABLE ASTRONOMICAL TIME CLOCKS ASTRONOMICAL CLOCKS AND OTHER EQUIPMENT FOR LIGHTING MAY BE REQUIRED BY LOCAL BUILDING CODES TO BE INSTALLED. CHECK PROPER BUILDING CODES. SOME SYMBOLS MAY NOT BE APPLICABLE NOTE: ALL ELECTRICAL EQUIPMENT DESIGNATED "AFCI" TO BE CONNECTED TO AN "ARC -FAULT CIRCUIT INTERRUPTER" BRANCH CIRCUIT. (N)=NEW (R)=RELOCATED (E)=EXISTING TO REMAIN-VIF POWER/ SIGNAL PLAN GENERAL NOTES L REFER TO ELECTRICAL ENGINEER'S PLANS FOR MANUFACTURERS, TYPES, DETAILS, AND SPECIFICATIONS OF PANEL BOXES, RISERS, CIRCUITING AND 50 FORTH. 2. INSTALLATION SHALL BE IN COMPLIANCE WITH ALL APPLICABLE LAWS AND CODES AND ENFORCED BY GOVERNING AUTI-IORITIES. 3. VERIFY EXACT FIELD CONDITIONS FOR SWITCH AND FIXTURE RELATIONSHIP, A5 WELL AS TELEPHONE AND ELECTRICAL OUTLETS. REPORT DISCREPANCIES TO THE ARCHITECT. 4. THE GENERAL CONTRACTOR 51-IALL LOCATE ALL TELEPI-TONE, DATA AND ELECTRICAL OUTLETS AT FLOOR AND PARTITIONS AND SHALL VERIFY THEM WITH ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION. 5. ALL DIMENSIONS ARE TO THE CENTER OF THE COVERPLATES. CLUSTERS ERS OF OUTLETS ARE TO BE DIMENSIONED TO THE CENTER OF NE CLUSTER UNLESS OTHERWISE NOTED. 6. ALL WALL -MOUNTED DATA, TELEPHONE AND ELECTRICAL OUTLETS SHALL BE 15" ABOVE FINISH FLOOR TO CENTER LINE OF COVERPLATE, UNLESS OTHERWISE NOTED ON PLAN. ALL HEIGHTS ARE GIVEN FROM FINISH FLOOR TO CENTER OF COVERPLATE AND MOUNTED VERTICALLY , UNLESS OTHERS NOTED. 1, ALL WALL -MOUNTED DATA/TELEPHONE AND ELECTRICAL OUTLETS INDICATED AS 30" OR MORE ABOVE THE FINISH FLOOR ARE TO BE INSTALLED HORIZONTALLY AT THE INDICATED HEIGHT ABOVE THE FLOOR TO THE CENTERLINE OF THE COVERPLATE. OUTLETS MOUNTED BACK-TO-BACK IN PARTITIONS TO BE OFFSET i' 0" AND IN ACOUSTICAL PARTITIONS TO BE OFFSET 2'-0". S. GENERAL CONTRACTOR SHALL SUBMIT TO THE ARCHITECT OR ENGINEER, THE MANUFACTURER'S LITERATURE, INCLUDING FULL PRODUCT DESCRIPTIONS, ILLUSTRATIONS: SPECIFICATIONS, LINE DRAWINGS 51-10WING CLEARANCES, AND ROUGH -IN INFORMATION WHERE APPLICABLE, 10. NEW COVERPLATES TO BE IVORY OR MATCH BUILDING STANDARD. COORDINATE W/ ARCHITECT BEFORE SUBMITTING OUTLETS, COVERPLATES, ETC. FOR APPROVAL 11. CONTRACTOR SHALL COORDINATE ANY ELECTRICAL WORK THAT REQUIRES INTERRUPTION OF POWER TO ANY AREA NOT WITHIN THE SCOPE -OF -WORK FOR TWIS PROJECT. 12. IN CASE OF CONFLICT BETWEEN ARCHITECTURAL PLANS AND MECHANICAL AND ELECTRICAL PLANS IN REGARDS TO LOCATION OF SWITCHES, THERMOSTATS, LIGHT FIXTURES AND ELECTRICAL OUTLETS, THE ARCHITECTURAL PLANS SHALL GOVERN. 13. FURNISH AND INSTALL UNDERWRITERS LABORATORIES, INC. (UL) LABELED DEVICES THROUGHOUT 14. INSTALL OUTLETS FLUSH WITH FINISH FACE OF MILLWORK, PANELING, WALL COVERING AND 50 FORTH WHERE OCCURS. PROVIDE J -BOX EXTENSION AS REQUIRED, 15. ALL EXISTING STROBES, ALAR15, DETECTORS, ETC. ARE TO REMAIN AND ACTIVATED PER CODE UNLESS OTHERWISE NOTED. A11 13 Al2 GFCI "---- l t � 1 (N) CEi (N} T NEW E I`!E�`J DRYER WASHER @42"Ar (N)CFCI STOCK ROOM DISE v` (N) §42"P. =F IA17 (N) 42"AFF rt3= 1 9 (N) 42"AFF ,A21 (E) EXIST E PANELS EXISTING RESTROOM (EXISTING ELECTRICAL TO REMAIN) NICHE FOR DISPLAY �CX POP UP RECEP ". E @ COUNTER N RECEPTACLES ON CABINET FACE @ 30"AFF CEPTACLES ON CABINET FACE @ 30"AFF -T A23 N) RECEPTACLES ON CABINET FACE @ 30"AFF -� r �i L A25 A27 A29 COFFEE BAR FOR UNDER COUNTER REFRIGERATOR l 0 0 A41 1 RECEPTACLES ON CABINET FACE @ 30"AFF (N) - RECEPTACLES ON CABINET 1 FACE @ 30"AFF A39 (N) A37 RECEPTACLES ON CABINET FACE @ 30"AFF (N) r RECEPTACLES ON CABINET DACE -@-30 .FE- - AITING RECEPTION NEW SCALE: 3/8" 1 FOR LIGHTED BOX STOCK ROOM (E) ( fl / / --- TO EXIST SWITCH (E) %� / it (R) r MALL CORRECTIONS o EXtS)TING RESTROOM (E) S r (N' (E) \ L�V \,I\ (E) -, 1 \ (E) 1 \ /f r77///// SS Al _///)///. (N)A2 (R) (R) tE) (E) 1' to (E) (N) A4 0 A2 N. I/ ) (E) to (E)R) sp) 1 (R) Iy joi -"' ��- -"I (E) (E) (E) \ / FOR SIGNAGE _I N TO EXIST SWITCH (E) 2 (E) TO EXIST SWITCH MEIMOINIMMININ (E) \ A2 / / (E) � (E) (E) NFO - \IW LCI1TI\C PLA\ SCALE: .i,/r.. p•, 9 y SEPARATE PERMITAND 4 APPROVAL REQUIRED RECEIVED CITY OF TUKWILA MAR 14 2013 PERMIT CENTER h N N -J LL w J -J Z 0 -, •`] 74.- LU .LU J c/) j. LU U L I ▪ w CO o- w • cc • w 0 M O) E cNI w U i) CS) 424) c 0 COO c � >, co 'It a CI w U F.. 0 cC .0 m Z N ca co cY) co 0 O u_ 1- 1- 0 0 CO M 0 _Q as M CO IMNIMILMJ III / LIMIMMOI V) LIMMMIMMMWM III LIMMINEMAJ I>0.1M""Ea II 0 A DESIGN CWF LIGHTING FIXTURE SCHEDULE TYPE SYMBOL DVW BID REVIEW MOUNTED DESCRIPTION MANUFACTURER CATALOG NO. REMARKS L1 AS NOTED / 20130214 SUSP. GRID -- EXISTING TO REMAIN L2 O RECESSED RECESSED LIGHT FIXTURE L3 O JUNCTION BOX SELECTED BY OWNER WALL MOUNTED L4 O SUSP. PENDANT -- SELECTED BY OWNER SUSPENDED PENDANT LIGHTING SELECTED BY OWNER BY IKEA MODEL: PS MASKROS OR SIMILAR 5WALL L51-4- WALL MOUNTED --- SELECTED BY OWNER WALL MOUNTED LIGHT FIXTURE SELECTED BY OWNER EM1 SURFACE JUNO JUNO EL 27 -WH SURFACE MOUNT EMERGENCY LIGHT (OPTIONAL COMBO LIGHT W/EXIST SIGN) EM2 SURFACE JUNO JUNO EXR5OW! SINGLE FACE EXIT SIGN WITH BATTERY BACKUP (OPTIONAL COMBO LIGHT 'W/EXIST SIGN) SC1 SC SURFACE -- SELECTED BY OWNER SECURITY CAMERAS- EXISTING TO REMAIN SOME SYMBOLS MAY NOT BE APPLICABLE NOTE: ALL ELECTRICAL EQUIPMENT DESIGNATED "AFCI" TO BE CONNECTED TO AN "ARC -FAULT CIRCUIT INTERRUPTER" BRANCH CIRCUIT. (N)=NEW (R)=RELOCATED (E)=EXISTING TO REMAIN-VIF POWER/ SIGNAL PLAN GENERAL NOTES L REFER TO ELECTRICAL ENGINEER'S PLANS FOR MANUFACTURERS, TYPES, DETAILS, AND SPECIFICATIONS OF PANEL BOXES, RISERS, CIRCUITING AND 50 FORTH. 2. INSTALLATION SHALL BE IN COMPLIANCE WITH ALL APPLICABLE LAWS AND CODES AND ENFORCED BY GOVERNING AUTI-IORITIES. 3. VERIFY EXACT FIELD CONDITIONS FOR SWITCH AND FIXTURE RELATIONSHIP, A5 WELL AS TELEPHONE AND ELECTRICAL OUTLETS. REPORT DISCREPANCIES TO THE ARCHITECT. 4. THE GENERAL CONTRACTOR 51-IALL LOCATE ALL TELEPI-TONE, DATA AND ELECTRICAL OUTLETS AT FLOOR AND PARTITIONS AND SHALL VERIFY THEM WITH ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION. 5. ALL DIMENSIONS ARE TO THE CENTER OF THE COVERPLATES. CLUSTERS ERS OF OUTLETS ARE TO BE DIMENSIONED TO THE CENTER OF NE CLUSTER UNLESS OTHERWISE NOTED. 6. ALL WALL -MOUNTED DATA, TELEPHONE AND ELECTRICAL OUTLETS SHALL BE 15" ABOVE FINISH FLOOR TO CENTER LINE OF COVERPLATE, UNLESS OTHERWISE NOTED ON PLAN. ALL HEIGHTS ARE GIVEN FROM FINISH FLOOR TO CENTER OF COVERPLATE AND MOUNTED VERTICALLY , UNLESS OTHERS NOTED. 1, ALL WALL -MOUNTED DATA/TELEPHONE AND ELECTRICAL OUTLETS INDICATED AS 30" OR MORE ABOVE THE FINISH FLOOR ARE TO BE INSTALLED HORIZONTALLY AT THE INDICATED HEIGHT ABOVE THE FLOOR TO THE CENTERLINE OF THE COVERPLATE. OUTLETS MOUNTED BACK-TO-BACK IN PARTITIONS TO BE OFFSET i' 0" AND IN ACOUSTICAL PARTITIONS TO BE OFFSET 2'-0". S. GENERAL CONTRACTOR SHALL SUBMIT TO THE ARCHITECT OR ENGINEER, THE MANUFACTURER'S LITERATURE, INCLUDING FULL PRODUCT DESCRIPTIONS, ILLUSTRATIONS: SPECIFICATIONS, LINE DRAWINGS 51-10WING CLEARANCES, AND ROUGH -IN INFORMATION WHERE APPLICABLE, 10. NEW COVERPLATES TO BE IVORY OR MATCH BUILDING STANDARD. COORDINATE W/ ARCHITECT BEFORE SUBMITTING OUTLETS, COVERPLATES, ETC. FOR APPROVAL 11. CONTRACTOR SHALL COORDINATE ANY ELECTRICAL WORK THAT REQUIRES INTERRUPTION OF POWER TO ANY AREA NOT WITHIN THE SCOPE -OF -WORK FOR TWIS PROJECT. 12. IN CASE OF CONFLICT BETWEEN ARCHITECTURAL PLANS AND MECHANICAL AND ELECTRICAL PLANS IN REGARDS TO LOCATION OF SWITCHES, THERMOSTATS, LIGHT FIXTURES AND ELECTRICAL OUTLETS, THE ARCHITECTURAL PLANS SHALL GOVERN. 13. FURNISH AND INSTALL UNDERWRITERS LABORATORIES, INC. (UL) LABELED DEVICES THROUGHOUT 14. INSTALL OUTLETS FLUSH WITH FINISH FACE OF MILLWORK, PANELING, WALL COVERING AND 50 FORTH WHERE OCCURS. PROVIDE J -BOX EXTENSION AS REQUIRED, 15. ALL EXISTING STROBES, ALAR15, DETECTORS, ETC. ARE TO REMAIN AND ACTIVATED PER CODE UNLESS OTHERWISE NOTED. A11 13 Al2 GFCI "---- l t � 1 (N) CEi (N} T NEW E I`!E�`J DRYER WASHER @42"Ar (N)CFCI STOCK ROOM DISE v` (N) §42"P. =F IA17 (N) 42"AFF rt3= 1 9 (N) 42"AFF ,A21 (E) EXIST E PANELS EXISTING RESTROOM (EXISTING ELECTRICAL TO REMAIN) NICHE FOR DISPLAY �CX POP UP RECEP ". E @ COUNTER N RECEPTACLES ON CABINET FACE @ 30"AFF CEPTACLES ON CABINET FACE @ 30"AFF -T A23 N) RECEPTACLES ON CABINET FACE @ 30"AFF -� r �i L A25 A27 A29 COFFEE BAR FOR UNDER COUNTER REFRIGERATOR l 0 0 A41 1 RECEPTACLES ON CABINET FACE @ 30"AFF (N) - RECEPTACLES ON CABINET 1 FACE @ 30"AFF A39 (N) A37 RECEPTACLES ON CABINET FACE @ 30"AFF (N) r RECEPTACLES ON CABINET DACE -@-30 .FE- - AITING RECEPTION NEW SCALE: 3/8" 1 FOR LIGHTED BOX STOCK ROOM (E) ( fl / / --- TO EXIST SWITCH (E) %� / it (R) r MALL CORRECTIONS o EXtS)TING RESTROOM (E) S r (N' (E) \ L�V \,I\ (E) -, 1 \ (E) 1 \ /f r77///// SS Al _///)///. (N)A2 (R) (R) tE) (E) 1' to (E) (N) A4 0 A2 N. I/ ) (E) to (E)R) sp) 1 (R) Iy joi -"' ��- -"I (E) (E) (E) \ / FOR SIGNAGE _I N TO EXIST SWITCH (E) 2 (E) TO EXIST SWITCH MEIMOINIMMININ (E) \ A2 / / (E) � (E) (E) NFO - \IW LCI1TI\C PLA\ SCALE: .i,/r.. p•, 9 y SEPARATE PERMITAND 4 APPROVAL REQUIRED RECEIVED CITY OF TUKWILA MAR 14 2013 PERMIT CENTER h N N -J LL w J -J Z 0 -, •`] 74.- LU .LU J c/) j. LU U L I ▪ w CO o- w • cc • w 0 M O) E cNI w U i) CS) 424) c 0 COO c � >, co 'It a CI w U F.. 0 cC .0 m Z N ca co cY) co 0 O u_ 1- 1- 0 0 CO M 0 _Q as M CO IMNIMILMJ III / LIMIMMOI V) LIMMMIMMMWM III LIMMINEMAJ I>0.1M""Ea II 0 A DESIGN CWF DESIGN DWG BCAMERA W )RKING DWG DVW BID REVIEW DVW PE-1M1T REVIEW DVW ISSUE DATE 03-12-13 SCALE AS NOTED JOB NO. 20130214 SHEET 6----- i J ELECTRICAL NOTES All Electrical Work Shall Be In Full Compliance With The NATION And AH Other Applicable Codes. E__EC I IC CCDE 2009, 2. All Material Used In The Project Shall Be New And Shall Bear Underwriters' And Union Labels, Where Applicable. 3. DO NOT SCALE Electrical Drawings. Refer To Architectural Plans And Elevations For Approximate Locations Of All Appliances And Equipment, And Confirm With Owner Or Owner's Representative For Specific Lighting Locations: 4, in Sues No. 6 AWG And Larger, Minimum Size Wire Shall Be No. 12 AWG, And Maximum Size Shall Be 600 MOM. 5 ALL RACEWAYS Installed Underground, In Concrete Slabs, And/Or Larger Than Two (2) Inches In Diameter Shall Be Galvanized Rigid Steel. PVC Pipe Schedule 40 Is Acceptable For Underground installation Only If Approved By Local Authorities, Raceways Two (2) inches And Smaller in Diameter Shall Be I.M.C. If Exposed To Weather, E.M.T. Elsewhere. Flexible conduit Used Where Indicated Shall Be Metal For indoor Locations, And Liquid -Tight For Outdoor Locations. Outlets Shall Be Mounted Flush With Finished Surfaces, Two (2) Located Together Shall Be installed In Gang—Type Boxes. 8. Junction Boxes Shall Be Galvanized Steel With Screw Or Hinged Covert For indoor Locations And Weather—Proof Where Exposed To Weather. Outlet Boxes Shall Be Pressed Steel In Dry Locations. Cast -Alloy With Threaded Hubs In Net Or Damp Locations And Special Enclosures For Other Classified Areas. More Light Switches 9. Electrical Contractor Shall Perform All Necessary Work. Fc: A Cor of to Electrical Installation And Working System, And Shall Provide Ail Necessary instruments And Special Apparatus To Conduct Any Test That May Be Required To insure The System Is Free Of Any Improper Grounds And Short circuits, And That All Feeders Are Properly Balanced. 10. Electrical Contractor Shall Install Air .Conditioning Control System in Accordance With Control Wiring Diagram Furnished By Mechanical Contractor. Thermostat Locations Are Shown On Mechanical Drawings. Make Connections As Required By Control Wiring Diagram. 11. All Ground Connections To Be Done As Per 2008 Edition Of National Electrical Code. 12. Load Data is Based On Information Given To The Architect/Engineer At The Tirre Of Design. Verify All Equipment And Panel Sizes '3efore Ordering. 13. All Work Shall Be Coordinated With Other Trades To Avoid Interference With The Progress Of Construction 14. Disconnect Switches Shall Be H.P. Rated, Heavy Duty, Quick--t,I ke, Quick—Break Enclosures As Required By Exposure. Motor Starters Shall Be Manual Or Magnetic With Overload Relays In Each Leg. 15. . Panel boards Shall Be Dead Front Circuit Breaker Types With Copper Elus And As Scheduled On Drawings. Circuit Breakers Shall Have a Minimum interrupting Rating Of 10,000 Amperes At 120 Volts And 15,000 Amperes At 277 Volts. Ali Panels Shall Have Snap Catch Doors With A Typewritten Panel Directory In Clear Plastic Inside. 16. Fuses Shall! Be Dual Element, Combining Time—Delay With Current Limiti 17. Corrections Of Any Defects Shall Be Completed Without Charge And Sha include Replacements Or Repair Of Any Other Phase Of The Installations Which May Have Been Damaged. 18. Contractor Shall Pay For All Permits, Fees, Inspections And Testing, As Well A. Obtain And Pay For All Required Insurance For The Protection Against Public Liability And Property Damage For The Full Duration Of The Work Cr The Project. 19. Contractor Shall Guarantee All Materials And Workmanship Free Of Defect For A Period Not Less Than One (1) Year From The Date Of Acceptance. 20. The Electrical installation Shall Meet All Standards And Requirements OfThe _ocal Power And Telephone Companies. 21. Contractors Work Practices And Conditions Must Conform With The Occupational Safety And Health Act Of 1970. 22. Electrical Contractor Shall Provide Outlets Tc Match Equipment Rugs. 23. The Electrical Contractor Shall Visit The Site Before Submitting The Bd In Order That He/She May Become Aware Of All Existing Conditions. No Allowances Will Be Made For Any Existing Condition Which The Contractor Was Not Aware Of. 24. Smoke Detectors Shall Be Hard Wired (110 Volt Type) With Battery sack—up- And And Connected To A Non—Switchable Kitchen Or Bathroom Circuit. Do Not I.Itiize The Load Side Of A Ground Fault Circuit Interrupter. 25. Contractor Shall Provide Temporary Power, Light, Outlets And Any Other Connections Needed For Other Trades Required To Complete The Project. 2.6. Selection Of All Lighting And Electrical Equipment Not Specified on Plans Is By Owner. Contractor to Assist Owner In Selection And Notify Architect Of Any Changes That Effect Load Requirements Or Design. All Branch Circuits That Supply 125 -volt, Single Phase, 15 ana 20 Ampere New Outlets Installed in Dwelling Unit Bedrooms Shall Be Protected By An Arc—Faulc Circuit interrupter Listed To Provide Protection o" The Entire Branch Circuit. SPECIFICATIONS: FXISTLNG MAINS: MLO AMPACITY 200 AMPS g i 1'- ` EL A LOCATION: BACK ROOM VOLTAGE: 120/208V, 3PH, 4WIRE EXISTING MOUNTING: SURFACE CWF AMPS POLE TOTAL VA SEE WIRE SIZE GRD SIZE DESCRIPTION DESCRIPTION CLRC No CIRC No. DESCRIPTION GRD SIZE WIREGON'•D, SIZE SEE. "TUT I V,A, POLE AMPS EX. 3 10000 EX. EX. EX. EX. AC 1 2 EXISTING LIGHTS EX. EX. EX. 1200 1 20 3 4 EXISTING LIGHTS EX. EX, EX. 1200 1 20 EX. 3 EX. EX. EX. 5 6 EXISTING LIGHTS EX. EX. EX. 1200 i 1 20 EX, 3 EX. EX. EX. EX. 1 1200 ! EX. EX. EX. EX. RECEPTS 7 8 EXISTING LIGHTS EX. EX. EX, 1200 1 20 EX. 1 1200 EX. EX. EX. EX. RECEPTS 9 10 EXISTING POU EX. EX. E.X. 1600 1 20 40 2 5000 3/4" 8 10 DRYER 11 12 NEW POU 10 12 1/2" 1600 1 20 13 14 NEW POU 10 10 3/4" 4700 2 30 20 1 1500 1/2" 12 I0 WASHER 15 16 V0 1 1500 1/2" 12 10 HAIR STATION 17 18 REF. 10 12 3/4" 1200 1 20 20 1 1500 1 /2" 12 10 HAIR STATION 19 20 REC. COFFEE STATION 10 12 3/4" 1500 1 20 20 1 1500 1/2" 12 10 HAIR STATION 21 22 TV. REC. 10 12 3/4" 1500 1 20 20 1 1500 1/2" 12 10 HAIR STATION 23 24 RECEPTION 10 12 3/4" 360 1 20 20 1 1500 1/2" 12 10 HAIR STATION 25 26 NEW POU 10 12 1/2" 1600 I 20 20 1 1500 1/2" l 2 10 HAIR STATION 27 28 20 1 1500 1/2" 12 10 HAM STATION 29 30 20 1 1500 1/2" 12 10 HAIR STATION 31 32 Z0 1 1500 1/2" 12 10 HAIR STATION 33 34 EX. 1 1500 1/2" 12 10 HAIR STATION 35 L 36 38 SPARE 20 1 1500 1/2" 12 10 HAIR STATION 37 20 1 1500 1/2" 12 10 HAIR STATION 39 40 SPARE 20 1 1500 1/2" 12 10 HAIR STATION 41 42 SPARE SUBTOT. 38400 VA TOTAL LOAD = 57,260 VA SUBTOT. 18860 VA PANEL -A DEMAND LOAD CALCULATIONS EX: EXISTING TOTAL RECEP. LOAD 27,960VA RECEP. 1st 10,000 VA @ 100% 10,000 @100% 10,000 VA REST @ 50% 17,960 @50% 8,980 VA LIGHTING LOAD @ 125% 4,800 @125% 6,000 VA LARGEST MOTOR @125'Yo 0 @125% 0 VA EQUIPMENT @ 65% 12,900 @ 65% 8,385 VA AIR CONDITIONERS @ 100% 10,000 @100% 10,000 VA REST OF ALL OTHER LOADS @ 100% 0 @100% 0 VA TOTAL LOAD = 43,365VA CURRENT PER PHASE - TOTAL LOAD (VA) i (208Vx1.732 = 121 AMPS * NON SIMULTANEOUS LOAD VERIFY ALL EQUIPMENT LOAD AND BREAKER AND WIRE SIZES PRIOR TO INSTALLATIONS ER ATE APPRp�A1VD AL REQUIRED RECEIVED CITY OF TUKWILA MAR 14 203 PERMIT CENTER e. N N Cr) -J w w -J J z O 0 Q CI) Cr) -J LL LU CO 0 J w CCLL UJ w 0 Cr) 9) co N o 0) L a a) co ©o CD �, N c • 3 0 3 NORTH FRANKLIN STREET MOIM LJ 111 (:= ./ 1.2.1. 1 i 1 6. vo� _ I►1 mi:C 0 U cn C:4 G I-4 979 SOUTHCENTER SPACE 240 DESIGN CWF DESIGN DWG BCAMERA W )RKING DWG DVW BID REVIEW DVW PE -'MIT REVIEW DVW ISSUE DATE 03-12-13 SCALE AS NOTED JOB NO. 20130214 SHEET E.. , i HANGER ROD SUPPORT NUT HEAVY DUTY CLEVIS HANGER PIPE CLEVIS HANGER SINGLE HORIZONTAL RUNS NO VAPOR BARRIER INSULATION BENT STRAP 1 1/2 3/16" OVER VERT. LESS OF ANGLES BOTTOM CHORDS OF STEEL JOIST ROD LOCKING NUT SUPPORT NUT \\-- HEAVY DUTY CLEVIS HANGER VAPOR BARRIER INSULATION 16 GAUGE ZING COATED SHEET STEEL SADDLE AT LEAST 8" LONG CLEVIS HANGER SINGLE HORIZONTAL RUNS WITH VAPOR BARRIER INSUL.ATI❑N WELDS — WEB MEMBERS-- ONE ANGLE ON EACH SIDE OF INE6 MEMBERS REST ON TOP OF BOTTOM CHORDS STEEL JOISTS BETWEEN PANEL POINTS. SIZE FOR LOAD 7v r HANGER NUT STEEL JOIST HEAVY purr CONCRETE / STEEL INSERT WITH ELONGATED STRAP INSERT NUT HANGER ROD CONCRETE INSERT STEEL BEAM F I PE SUF '®RT E.T.A i L (FOR SAN I TARP IA1ATE:R P ' I N&) BEAM BEAM CLAMP HANGER ROD. SIZE A5 REG. NTS 1 NOTE: ALL PLUMBING FIXTURES SHALL MEET WATER USE AS PER TABLE FBC604.3 TABLE 604.3- WATER DISTRIBUTION SYSTEM DESIGN CRIFERIA REQUIRED CAPACITY AT FIXTURE SUPPLY PIPE OUTLETS FIXTURE SUPPLY OUTLET SERVING FLOW RATE I (GPM) FLOW PRESSURE (PSI) BATHTUB 4 8 BIDET 2 4 COMBINATION FIXTURE ISSUE DATE 8 DISHWASHER, RESIDENTIAL 2,75 8 DRINKING FOUNTAIN 0.75 8 LAUNDRY TRAY 4 8 LAVATORY 2 8 SHOWER 3 8 SHOWER, TEMPERATURE CONTROLLED 3 20 SILLCOCK, H❑SEBIBB 5 8 SINK, RESIDENTIAL 2.5 8 SINK, SERVICE 3 8 URINAL, VALVE 15 15 WATER CLOSET, BLOW OUT FI USW -METER VAI_ VF 35 25 WATER CLOSET, FLUSH❑METER TANK 1.6 15 WATER CLOSET, SIPH❑NIC FLUSH❑METER VALVE 25 15 WATER CLOSET, TANK, CLOSE COUPLED 3 8 WATER CLOSET, TANK, ONE PIECE 6 20 SLOPE OF HORIZ. DRAINAGE PIPES SIZE (INCHES) MINIMUM SLOPE ( INCHES PER FT.) 2-1/2" OR LESS 1/4" 3" TO 6" 1/8" 8" OR LARGER 1/16" NOTES: CONFORMS WITH F.B.C.-PLUMBING TABLE 704.1 NOTE: WATER SYSTEM TO COMPLY WITH THE FLORIDA BUILDING CODE TABLE 603.1 (PLUMBING CODE) A.A WASH ^.O STOCK ROOM CONNECT TO EXIST. SANITARY SANT SCALE: CONNECT TO EXiST. SUPPLY /1 zz !" z / T WASH STOCK ROOM HAND D S I N AT F SCALE: N. . WASH AREA 7, SIN SOV A.A.V. `I I SiNK c.c. .,„,N -TRIC CONNECT TO EXIST. SUPPLY ��H,4ND dTER AREA ISM/ SIN K CONNECT TO EXIST. SUPPLY c HAIR SIN ETRC GENERAL PLUMBING NOTES Drap Ings ore dlagr-arr,motic end s,hall not be sw. ;led. Refer to s architectural pians and elevations for exaGt location of oil plumb ., fixtures, c,gr_ipment, :etc..:he plumbing contractor snail furnish and in oh items recpired or a ocirplete :end raoceptable working 1nstailo°...: 2. All work and material_ sicyli oempiy with !-test editions of the Not .., li State and all local codes ane: Ordin-noes having Jurisdiction. 3. The plumbing contractor shall visit the job site .:;nd thoroughly fcami'larize themselves wIth c i l ex istina, conditions. AH excavation ar1c . !arackfili as required for this phase of ocnetructlon &hall be part of t'r! contract. 4. all materials shall be new and free of noticeable defect_. 31 5. All work shall !we performed b1.4a licensed plumbing contrcctor ory first clash workmanlike manner. Tne completed system shall be fully operative and a4: eptec xy the engin: -er/archlt:. of as such. li 6. All work shall ;7e c.00rd n -:ted rah, o icer trades to avoir' Interfere jI with the p -oryress of construction, it1. Verify Iccativn, size cnd inverts of all existing utilities prior to the I start of construc.rion. Immediateiu. oci is,s• the engineer/architect of disorereom.- les. r3. Provide a rr;lnmum olt ,h of 1/5" for 5" or larger pipes.i/4" pitch for then 3" pipes. Provide a ciecinout at the base of each soli and waste stack. 10. Provide: means of resealing all floor drain«. '1. Provide vaccuum breakers and :hut off valve on 11 hose bibbs. 12. Provide I/2" r_o!d wcter trap primer for all dr blains from the Weare- plumbing fixturoe. , where app>iscodie. 15. A vent terminal from drainage system ;hall not be located dlrect':_j beneath any door window: or other ventilation opeFnning of the building or of on adjacent building nor shall any such vent terminal be within IC feet horizontally of any such opening. L_ WASH AREA Cel HAIR SINK .vet....livailL EXISTING RESTROOM STOCK ROOM J CONNECT T EXIST. NNIT�r- • a 1 WASH AREA 'L r7///7//// ////// RECEPTION PROVIDE EXTRA HEAVY PATTERN FULL OPENING IRON BODY TRAP SCREW FERRULE t ALL BRASS CLEANOUT WITH COUNTERSUNK HEAD 121`x 12 "x8" POURED CONC. f BLOCK WHEN / CLEANOUT 15 NOT IN — PAVED AREA -- -- LONG SYVEEP. USE SHORT SWEEP WHERE REQUIRES EXTERIOR ELEVATION 1 PROVIDE POURED GONG. BLOCK WHEN G.O. 15 . NOT IN PAVED AREA i-- FINISH GRADE 7 0",o ` o"o o `, of O U ,opo<O.0 Ooi Oo Q, 1 .( 1 < /OU Q IO Q Q /OQ.( IOoi I:':0 0,00 o :00 OO MINIMUM 1" '")o°"0°."1 1., C• en ,. a 0 leo.', I �a:4 oo;Qo°y�i Oo o0• O �,0, o O0,i,, 2A COMBINATION " r" 4 BEND —'� -��--- SAME SIZE AS SEINER - MAX. \ SIZE 4" 0 I NTERI OR ELEVATION C..ALcL `A\Q. T J SANTAY DLA SCALE: 1 /4" = 17-0' 1NALL — TYF'E STAINLESS STEEL COVER SCREWED TO THREADED G.O. PLUG FACE OF WALL NTS SEPARATE PERMIT A ID APPROVAL RECEIVE CITY OF TUK ILA MAR 1 4 2 PERMIT CENTER REVISIONS DATE BY w (1) w z w E- r.° u +n N N M -J w -J J z 0 CI) U O w U • 0 D Z N CO f III tzzi= / CZC I11 uj 0 I 4.1 'Z r—T4 44 0-4 & C � ►m DESIGN CWF DESIGN DWG BCAMERA W JRKING DWG DVW BID REVIEW DVW PE,'MIT REVIEW DVW ISSUE DATE 03-12--13 SCALE AS NOTED JOB NO. 20130214 SHEET A11 1 t ./