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HomeMy WebLinkAboutPermit D13-184 - ZALES - TENANT IMPROVEMENTZALES 1000 SOUTHCENTER MALL D13-184 City of 110ukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 1000 SOUTHCENTER MALL TUKW Suite No: Project Name: ZALES Permit Number: D13-184 Issue Date: 09/04/2013 Permit Expires On: 03/03/2014 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: AMY SITYMANSKI Address: 319 ELINES CT , DODGEVILLE WI 53533 Contractor: Name: TRI -NORTH BUILDERS INC Address: PO BOX 259568 , MADISON WI 53725-9568 Contractor License No: TRINOBI01102 Lender: Name: SELF FUNDED - ZALES Address: 901 W WALNUT HILL LANE , IRVING TX 75038 Phone: 608-319-2096 X 8 Phone: 608 271-8717 Expiration Date: 06/20/2015 DESCRIPTION OF WORK: TENANT IMPROVEMENT OF EXISTING MALL SPACE Value of Construction: $130,000.00 Fees Collected: $2,904.51 Type of Fire Protection: SPRINICLERS/AFA International Building Code Edition: 2009 Type of Construction: II -B Occupancy per IBC: 0019 Electrical Service Provided by: PUGET SOUND ENERGY **continued on next page** doc: IBC -7/10 D13-184 Printed: 09-04-2013 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: Permit Center Authorized Signature: N Date:V// 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 ..ia;er ormance of work. I am authorized to sign and obtain this development per 't and a. ee to the conditions attached to this permit. Signature: Print Name: C S k jar C 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. Date: 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 D13-184 Printed: 09-04-2013 7: All construction shall be done in conformancth the approved plans and the requirementohe International Building Code or International Residential Cod ernational Mechanical Code, Washington S Energy Code. B: 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: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 13: ***FIRE DEPARTMENT CONDITIONS*** 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 15: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 16: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand-held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 17: 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) 18: 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) 19: 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) 20: 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) 21: 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) 22: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 23: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 24: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the doc: IBC -7/10 D13-184 Printed: 09-04-2013 nearest visible exit sign. (IFC 1011.1) 25: Every exit sign and directional exit sign shall have plainly legible letters not less than inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 26: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on-site generator. (IFC 1006.1, 1006.2, 1006.3) 27: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 28: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 29: Maintain sprinkler 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) 30: 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) 31: 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). 32: 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.) 33: 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) 34: 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) 35: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 36: 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. 37: Post address on storefront per approved Westfield standards. 38: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 39: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 40: 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 D13-184 Printed: 09-04-2013 • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. bkl— teif Project No. -�-3-13 Date Application Accepted: Date Application Expires: k.1 1a-31(3 (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: Z 'te5 i, { �Imriier Ilto/l ki ala King Co Assessor's Tax No.: Suite Number: e ,5/ PROPERTY OWNER Name: t6hynvnhki Architect Name: newt rck z. 6. 1a Name: )ei-ciptri Q Lce City: State:,Zip: eviik, Address: �G� T �hPO viler Email: (Arm n, tl rrno}.C1o1 City: 6P1�7711 ND State: (Ai k 4 Zip: 9.l bd CONTACT PERSON — person receiving all project communication Name: t6hynvnhki Architect Name: newt rck z. 6. 1a Address: 3F /9 %nw5 -a , f-- City: 1._5 State: filo Zip:63/0 City: State:,Zip: eviik, 1 53533 Phone: Fax: (pob-319-a69lo x8 60g- X19-ao111 Email: (Arm n, tl rrno}.C1o1 GENERAL CONTRACTOR INFORMATION Company Name: Architect Name: newt rck z. 6. 1a Address: q r /�1 ` /7 c,� g l'S!' City: 1._5 State: filo Zip:63/0 Address: Email:) JlqQ'f' 7e- r(�(1 rC lei. Ohm State: YiU City: 6.)_, t-cuia City: State: , 3ex, Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:Wpplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Floor: / New Tenant: ❑ Yes ` bNo ARCHITECT OF RECORD Company Name:n ke uI 5iv/1 Architect Name: newt rck z. 6. 1a Address: q r /�1 ` /7 c,� g l'S!' City: 1._5 State: filo Zip:63/0 Phone: 3/Li- y/5- (9iibo Fax: 3/4 -ill s- a. Email:) JlqQ'f' 7e- r(�(1 rC lei. Ohm ENGINEER OF RECORD Name: Z.a les Company Name: iirt. v1%Sloin city :—fp- vi iv State: 7. Zip: 75b3s. Engineer Name:44)1)76n y erc 6 rc1 ,,I Address: jt)_) era Rei Neal) FS State: YiU City: 6.)_, t-cuia Zi ,3 per, Phone: Fax: 3/4l- V/5-.9VCU 3l y- 1/45 , 3ex, Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Z.a les jf Address: go W 1 Va.l t lit- )41 1 I city :—fp- vi iv State: 7. Zip: 75b3s. Page I of 4 • BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ Cj Describe the scope of work (please provide detailed information): <iKLl7 ifr r7tr(/1 evapi1l- Will there be new rack storage? ❑ Yes Existing Building Valuation: $l f 17 k 1 WVI R.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below tK PLANNING DIVISION: IILSingle family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) ll/��� *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: t Xi'51-). Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: XSprinklers g 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 ,lEf• No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM C .< 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health C' Department. H:Wpplications\Forms-Applications On Line \201 I Applications\Permit Application Revised - 8.9.11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBCA Type of Occupancy per IBC ls` Floor 1195- I D aJ� "_ 1/ -6 2nd Floor 3rd Floor Floors / thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck , Uncovered Deck tK PLANNING DIVISION: IILSingle family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) ll/��� *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: t Xi'51-). Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: XSprinklers g 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 ,lEf• No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM C .< 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health C' Department. H:Wpplications\Forms-Applications On Line \201 I Applications\Permit Application Revised - 8.9.11.docx Revised: August 2011 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 0 Signature: Print Name: All V 511yyvlay1614; nn Mailing Address: 379 1,0irte.5 AUTHO :,Q ENT: H:WpplicationsWorns-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Date: Day Telephone:63/ 9- X 9 6353 atyvel, (A)1 State Zip Page 4 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 ParcelNo.: 9202470010 Permit Number: D13-184 Address: 1000 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 05/23/2013 Applicant: ZALES Issue Date: Receipt No.: R13-02537 Payment Amount: $1,786.90 Initials: User ID: LAW 1632 Payment Date: 09/04/2013 11:13 AM Balance: $0.00 Payee: TRI -NORTH BUILDERS INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1109 1,786.90 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $1,786.90 1,719.40 63.00 4.50 Ant-, Rcrcint_r1R Printari• na-04-2016 • • 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 ParcelNo.: 9202470010 Permit Number: D13-184 Address: 1000 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 05/23/2013 Applicant: ZALES Issue Date: Receipt No.: R13-01725 Payment Amount: $1,117.61 Initials: WER Payment Date: 05/23/2013 11:30 AM User ID: 1655 Balance: $1,723.90 Payee: STATE PERMITS INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 13658 1,117.61 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 1,117.61 Total: $1,117.61 D.in1e14L nc_•3a_1ni•1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: 2-41-6� Typf llnsp/ect/ions: /�"'�'-�/z/,(- Address: XO Z d /44 < / Date Called: 74./i1l„--- Special Instructions: Date Wanted: // /p /0 3_ p.m. Requester: Phone No: Approved per applicable codes. Corrections required 'prior to approval. COMMENTS: 1 C; L 4po rah/'t/ 'r,n r� (1G--rvl?D /� k // ✓ 9 / spec Date: (,rrte,7. J 7! c.�.�Jr'. /1 SPECTION FEE REQ IRED. Prior td next inspection, fee must be d at 6300 Southcenter lvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit, INSPECTION NO. / PERMIT NO.' CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 Di3lai-i 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431-2451 Project: ZAi.c. Type of Inspection: n\c.R6Fi..P(l Address: 1 c00 C v'i Al Date Called: Special Instructions: Date Wanted: k 1— S — )-Z, Ci p.m. Requester: Phone No:C `Approved per applicable codes. L • J Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit fir) PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA' 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 nI S Project: z...1‘14 Type of Inspection: Address: 1006 c.a. MAO Date Called: Special Instructions: Date i an ed: Z Z— ( 2, Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: If Date: /p—z2-/3 R INSPECTION FEE Rl'QUIRED. Prior to next inspection. fee must be padat 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 INSPECTION RECORD Retain a copy with permit D13-IgLI PERMIT NO. Project: ZAL�S - Type of Inspection: -2AMI (. Date Called: ''rs/FNdaOe,7' -4g/' '/ RV4 i 4 Address: 1 000 S.oCN1i MA i 1 Special Instructions: Date Wanted: ([.. — I Q) — 13 e.": p.m. Requester: Phone No: 50'i-C3,)--553c� Approved per applicable codes. �J Corrections required prior to approval. C MMENTS: t- /?,441,4c/4- - Al//Adit/ -. ''rs/FNdaOe,7' -4g/' '/ RV4 i 4 s. Date: 10—/,8-13 ECTION FEE RE UIRED. Prior to next inspection, fee must be t 6300 Southcenter lvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 13 _ w� INSPECTION NO. PERMIT NO. ' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 1s.. (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: .P L-f.S Type of Inspection: I--- RA- Y1 1 Q Cm Address: 1000 C nA A 2,1 _ Date Called: Special Instructions: Date Wanted: --� -2---)�a,.m.. Requester: PhoneIgo:— - 63 8-G53B LApproved per applicable codes. Corrections required prior to approval. P At.d 1 i s o -i\11 I -p P/0%/l COMMENTS: Da e: _2_ 3 REIN PECTION FEE REUIRED. Prior to next inspection.. fee must be paid :t 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. iii 3-J y CITY OF TU.KWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ` (206) 431 Permit Inspection Request Line (206) 431-2451 670 Project: 2 f LE Type of Inspection: Fi2A /1 / N Address: t oo 0 SO_ MAI Date Called: Special Instructions: ' tateW��yme : ) m. tV r t /IL/ P.m. Requester: Phone No: - e3 Q f �-553-5 ElApproved per applicable codes. .orrections required prior to approval. / - COMMENTS: CV l-ts.Atativc...„ V .5\N- nJk-¢SW Date: i/ !/ SPECTION FEE REQUIRED. Pribr.to next inspection, fee must be at 6300 Southcenter Blv ., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 13 ' r 8I 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 Pro? A- ( Typefofrnspect A k :' �� + Address: 1 0.00 $C A-(( Date Called: _ Special Instructions: Date Wanted 7 to '` ate,, p.m. Requester: Phone No:. -.0 -- (0 3,e? ..te Approved per applicable codes.corrections required prior to approval. COMMENTS: p,erSLI , i (J1 C ( tea .' r P Li A <53 r.�� _r -;)r /v2 4 Date REINSPECTION FEE REQUIR D. rior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit -D13-I ( PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Sprinklers: QQS Type of Inspection: `-..Ps 6,, pe % 1AC tQS Address: Suite #: /022 ' /V4 // Contact Person: Special Instructions: Permits: Phone No.: 1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: OVZ . Needs Shift Inspection: %c Sprinklers: QQS Fire Alarm: Ag Hood & Duct: iv Monitor: Pre -Firer s, Permits: n, a Occupancy Type: At Inspecto7 /1'/- Date: //4/3 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.Qoc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit - D/3 -/8f' /3-5- 20,e PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: ZV4_5 Type of Inspectio 5, Address:/ Suite #: /�l7 cC ni'ii/ Contact Person: Special Instructions: �, ,2,tj//�< Phone No.: Approved per applicable codes. XfCorrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: hid �, ,2,tj//�< i l,4;-/ 4 , 4c€' / y 7' / R-ee . .�i� Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector- 3 Date: / 7 j Hrs.:,/, $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1)1.-1a'4 13-s - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:Type - E s of Inspection: S 10)-. Address: `/ Suite #: /cep, C ""0,14-1/ Contact Person: Special Inst Actions: Occupancy Type: - Phone No.: >(Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor:Pre-Fire: Permits: Occupancy Type: - $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 13— /3- »y F -2v0 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 2044-5 Type of Inspection: FA 61- G� Address:� j � Nall �/Contact Suite #: / 000 SKfd"1't C.er4a Person: f less Special Instructions: Phone No.: 3y s it Approved per applicable codes. Corrections required prior to approval. COMMENTS: Lc,k-"fri rfi no 1';�it;), - puSsQdi/ed,ti,p le 1-e Fire Alarm: Hood & Duct: less WgC 50.70t.c 4[/4L ofDyvy �,vT� %p� 3y s it u s /, ,-17h /L __ Needs Shift Inspection: ;, Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspect r f'"0_V Date: //////3 Hrs.: 1: $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 I INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:tt 7,al Sprinklers: Type of Insp cti n: rai&Ise- colieC Address:Cont'ct Suite #: # i► . ,4-4 C,q.4, 4—er 1,44 /) Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: l <,Le..0 pi Date: oft //.3 Hrs.: IL, $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 'z CLIENT: Zales PROJECT: Zales Ceiling SouthCenter Mall Tukwila, WA Job No. 13-502.1 Sheet No. 1 By Richard Dahlmann, P.E. Date 10/13 .D1-5-18'( RECEIVED nri 17 2O DEPARTME GENERAL INFORMATION: CARUSO TURLEY SCOTT, INC. consulting structural engineers 1215 W. Rio Salado Tempe, Arizona 85281 480/ 774-1700 480/ 774-1701 (FAX) File: T:\ENG\FORMS\CALC COVER SHEET.DOC Date: SEP 1999 CARUSO TURLEY SCOTT Job Name k2-5 structural engineers 1215 W. Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 Job NO. r3 T: 480 774-1700 • F: 480 774-1701 Sheet No. www.ctsaz.com By V Date c....-- p .(15.3 . ( 0)( 9-b ) \t\ip -1) ) C .%1 3 r ..) F .79 6 rP)(/'8P-e'S Q.ttoC..- le) ( Z,3 f:5; C/0 1 -117P -E-.3 5' t 72 01 DI / Lisa L -r- 44,3e. c.„ F-71,0k3y2._ Ct-P •°' 7L fl -?3z 9)S13cor-v-, rp,z71-; # \.f1 ‘513-1e) CARUSO TURLEY SCOTT - structural engineers 1215 W. Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 T: 480 774-1700 • F: 480 774-1701 www.ctsaz.com 1. -SF ,-nom Job Name 7 Job No. tr)-932--) Sheet No. By ) Date I Of 12 r"Zv N , @ 44 c ciac. `A./ I IS To J.Qt s -rs /1 � >; PPR .1zts"r"S e 6.. F‘..) i \R 'NC G -7/a,k2'0 &,P% C zti 6 ' $ s m(4 TRuelk : /. i5 uus-)_Sy 1 /Z'x , `+ `t �1 G 1114v .s G� X S C-. ucrro e (1.7 A -s -T L —r use 36z s'62- '— € "oc_ 2001 North American Specification Project: C Joist Model: Date: 10/15/2013 Unif Ld Ib/ft R1 R2 6.00 ft Section : 362S162-33 Single C Stud (X -X Axis) Maxo = 440.9 Ft -Lb Moment of Inertia, I = 0.551 in^4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Fy = 33.0 ksi Va = 1023.6 Ib C) Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 108.0 0.245 108.0 None 364.3 0.296 0.043 L/1673 Combined Bending and Web Crippling Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(Ib) (in) (Ib) (Ft -Lb) Value Req'd ? R1 72.0 1.00 165.2 0.0 0.52 No R2 72.0 1.00 165.2 0.0 0.52 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft -Lb) Factor VNa M/Ma Unstiffen Stiffen R1 72.0 0.0 1.00 0.07 0.00 0.00 NA R2 72.0 0.0 1.00 0.07 0.00 0.00 NA CARUSO TURLEY SCOTT structural engineers 1215 W. Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 T: 480 774-1700 • F: 480 774-1701 www.ctsaz.com C01'4.S; T = 2 ( ti) (6 P;P-.) y LJ s 0` 2 - # e3 Job Name PS Job No. (- By "1" v rvM'7JJ S T; C LO C Gli sr) .r" /2-4 Uwe 3- z* 6 s c.,ArLJ 7 yet /may Z aoo = � 17V-7 Z- 7-0 r n B 1.A6 Sheet No. Date / a / a3 T„ X22.= ► L/ `.� LENGTH FROM CEILING TO DECK ABOVE COMPRESSION STRUT STUD SIZE 0'-0" TO 8'-0" 250S137-33 SEISMIC CEILING DETAIL NOTES: 1. ANCHOR TO ROOF DECK ABOVE PER DETAIL 102. 2. COMPRESSIVE STRUT PER SCHEDULE. TOP CONNECTION PER DETAIL 102. 3. 8 GA VERTICAL HANGER WIRE AT EACH STUD JOIST TO BAR JOIST ABOVE. (4'x6' SPACING) 4. 087F125-18 HAT CHANNEL AT 24" O.C. MAX. ATTACH TO RUNNER WITH 2 #8 SCREWS TYPICAL - SADDLE 11E PER 103. 5. 362S162-33 AT 48" O.C. 6. (4) 8 GA. SPLAY WIRES AT 45' AT 12'-0" O.C. EACH DIRECTION. 7. MAIN RUNNER - 1 1/2" DEEP X 0.414 LBS/FT (1500050-54). ATTACH TO STUD JOIST WITH 3 #8 SCREWS. SADDLE 11E PER 103 - TYPICAL. 8. #12 SCREW TO STUD JOIST. 9. SADDLE 11E PER 103 - TYP. (5) NOTES: 1. COMPRESSION STRUT REQUIRED, AT EACH SEISMIC RESTRAINT 12'-0" EACH WAY. 2. SEE DETAILS 102 AND 103 FOR FURTHER INFORMATION. 1303-03M NO SCALE DETAIL — no scale CARUSO ■ TURLEY ■ SCOTT ■ INC. CONSULTING STRUCTURAL ENGINEERS 1215 WEST RIO SALADO PARKWAY SUITE 200 TEMPE, ARIZONA 85281 www.ctsaz.com Ph: (4-80)774-1700 Fax: (480)774-1701 TITLE ZALES — #C312 SOUTHCENTER MALL 2800 SOUTHCENTER MALL SK 1 TUKWILA, WA 98188 THESE DRAWS/CALCULATIONS ARE COMM PREIIYINARY -NOT FOR CONSTRUCTION OR RECOR08rG UN SS THE STRUCTURAL ENOMEER OF RECORD'S SEAL IS AFFIXED NRIi1Q1 SKilA1lA E. JOB NUMBER 13-502.1 DATE 10.16.2013 SHEET REF DRAWN MJN O GR RAD CEILING SUPPORT TOP CONNECTION NOTES: 1. STEEL JOIST. 2. 3/8" DIA THRU BOLT AT JOIST WEB. 3. 2"x2"x1 /8" WASHER. 4. TIGHT TO JOIST. 5. COMPRESSION STRUT. 6. 3 TURNS MIN. 7. 4 TURNS MIN. 8. COPE AND BEND FLANGE. 9. WIRE PER DETAIL 101. 13-502.1 NO SCALE DETAIL CARUSO ■ TURLEY ■ SCOTT ■ INC. CONSULTING STRUCTURAL ENGINEERS 1215 WEST RIO SALADO PARKWAY SUITE 200 TEMPE, ARIZONA 85281 www.ctsaz.com Ph: (480)774-1700 Fax: (480)774-1701 TITLE ZALES — #C312 SOUTHCENTER MALL 2800 SOUTHCENTER MALL 'TUKWILA, WA 98188 — no scale JOB NUMBER DRAWN 13-502.1 MJN ENGR RAD DATE 10.16.2013 SHEET REF SK2 THESE ORANQ16S/CALCUIADONS ARE CONSIDERED PI 111ANARY -NOT R CONSIRUC11ON OR I COAOMC MESS THE STRUCTURAL MINCER OF RECORD'S SEAL IS AFFl)ED Eli VETO SIGNATURE. 103 CROSS FURRING SHOULD BE SADDLE -TIED TO THE MAIN RUNNERS WITH ONE STRAND OF #16 GAGE, OR TWO STRANDS OF #18 GAGE 11E WIRE. MAIN RUNNERS SHOULD BE SPLICED BY LAPPING AND INTERLOCKING FLANGES AND TYING NEAR EACH END WITH DOUBLE LOOPS OF #16 GAGE WIRE. THE LAP MUST BE A MINIMUM OF 12 INCHES LONG. CROSS FURRING SHOULD BE SPLICED BY LAPPING AND INTERLOCKING THE PIECES AND TYING NEAR EACH END WITH DOUBLE LOOPS OF #16 GAGE WIRE. THE LAP MUST BE A MINIMUM OF EIGHT (8) INCHES LONG. INSTALLATION AND ANCHORAGE OF HANGER AND BRACING WIRES: FASTEN HANGER WIRE WITH NOT LESS THAN THREE (3) TIGHT TURNS WITHIN A DISTANCE OF 3 INCHES. HANGER WIRE LOOPS SHALL BE TIGHTLY WRAPPED AND SHARPLY BENT TO PREVENT ANY VERTICAL MOVEMENT OR ROTATION OF THE MEMBER WITHIN THE LOOPS. FASTEN BRACING WIRES WITH FOUR (4) TIGHT TURNS. MAKE ALL TIGHT TURNS WITHIN A DISTANCE OF 1 1/2 INCHES. HANGER AND BRACING WIRE ANCHORS SHALL BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE ANCHOR ALIGNS AS CLOSELY AS POSSIBLE WITH THE DIRECTION OF THE WIRE. SEPARATE ALL CEILING HANGER AND BRACING WIRES AT LEAST SIX (6) INCHES FROM ALL UNBRACED DUCTS, PIPES, CONDUIT, ETC. ALL RECESSED OR DROP-IN UGHT FIXTURES, AS WELL AS CEILING MOUNTED MECHANICAL AIR TERMINALS AND SERVICES, SHALL BE SUPPORTED DIRECTLY BY MAIN RUNNERS OR BY SUPPLEMENTAL FRAMING WHICH IS SUPPORTED BY MAIN RUNNERS AND POSITIVELY ATTACHED WITH SCREWS OR OTHER APPROVED CONNECTORS. SURFACE MOUNTED FIXTURES SHALL BE ATTACHED TO A MAIN RUNNER WITH A POSITIVE CLAMPING DEVICE MADE OF MATERIAL WITH A MINIMUM OF 14 GAGE. ROTATIONAL SPRING CLAMPS DO NOT COMPLY. CEILING NOTES 13-502.1 NO SCALE DETAIL — no scale CARUSO ■ TURLEY ■ SCOTT ■ INC. CONSULTING STRUCTURAL ENGINEERS 1215 WEST RIO SALADO PARKWAY SUITE 200 TEMPE, ARIZONA 85281 www.ctsaz.com Ph: (480)774-1700 Fax: (480)774-1701 TITLE ZALES — #C312 SOUTHCENTER MALI 2800 SOUTHCENTER MALL TUKWILA, WA 98188 JOB NUMBER 13-502.1 DAZE 10.16.2013 SHEET REF DRAWN MJN ENGR RAD SK3 THESE DRANANGS/CALCULATIONS ARE CONSIDERED EMIIIINARY -NOT FOR OONS1RUC1)ON OR RECORDIC UNLESS THE STRUCTURAL DICKER OF RECORD'S SEAL IS AFFD® EH MITTEN SOMME 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary. LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Project Address #C312 SOUTHCENTER MALL Date 5/17/2013 2800 SOUTHCENTER MALL For Building Department Use FILE COPY TUXWILA, WA 98188 Applicant Name: zales Applicant Address: PermDo., 1820 6971 Applicant Phone: FIXTURE TYPE A2 Project Description ❑ Plans Included requirements. ❑ New Building ❑ Addition -1 Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option 0 Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting and space use not changed _ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor plan/room #) Occupancy Description Allowed Watts per ft2 ** Gross Interior Area in ft2 Allowed x Area RETAIL 3.83 1820 6971 FIXTURE TYPE A2 26 90 2340 I PiEVIE FIXTURE TYPE A3 ** From Table 15-1 (over) - document all exceptions on form LTG -LPA Proposed Lighting Wattage Total Allowed Watts 6971 Location (floor plan/room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed FIXTURE TYPE Al 7 45 315 FIXTURE TYPE A2 26 90 2340 I PiEVIE FIXTURE TYPE A3 WED F R CODE COMPLIANCE 8 135 1080 FIXTURE TYPE B AND B2 APPROVED 8 42 336 FIXTURE TYPE o 8 79 632 FIXTURE TYPE P4 AND F4E A JUL111...---... 2015 3 64 192 FIXTURE TYPE z 2 64 128 . city of Tukwila BUiLUING DIVISION Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 5023 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. EVISION N0. 6897 REGISTERE ARCHITEC 0 FREDERICK J. G' GLIA STATE OF WASHINGTON 7.l$ 13 T112_ --I "SOLI /1M1/!••tn••• L. 2009 Washington State Energy Code Com ance Form for Nonresidential and Multifamily Residential Lighting, Motor, and Transforrner Permit Plans Checklist LTG -CHK 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Address#C312 SOUTHCENTER MALL Date 5/17/2013 The following information is in the 2009 Washington State necessary to check a Nonresidential Ene permit application for compliance with the lighting, motor, and transformer requirements gy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) Yes 1513.1 Local control/access Schedule with type, indicate locations E1.0 Yes 1513.2 Area controls Maximum limit per switch E1.0 N.A. 1513.3 Daylight zone control Schedule with type and features, indicate locations N.A. vertical glazing Indicate vertical glazing on plans N.A. overhead glazing Indicate overhead glazing on plans N.A. 1513.4 Display/exhib/special Indicate separate controls 1513.5 Exterior shut-off Schedule with type and features, indicate location Yes (a) timer w/backup Indicate location N.A. (b) photocell. Indicate location 1513.6 Inter. auto shut-off Indicate location N.A. 1513.6.1 (a) occup. sensors Schedule with type and locations N.A. 1513.6.2 (b) auto. switches Schedule with type and features (back-up, override capability) Indicate size of zone on plans 1513.7 Hotel/motel controls Indicate location of room master controls N.A. 1513.8 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) Yes 1514 Max. watts Indicate watts for each exit sign E1. o LIGHTING POWER ALLOWANCE (Section 1530-1532) Yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture E1.0 N.A. 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) N.A. 1511 Elec motor efficiency MECH-MOT or Equipment Schedule with hp, rpm, efficiency TRANSFORMERS (Section 1540) N.A. I 1540 (Transformers 'Indicate size and efficiency 1 I If "no" is circled for any question, provide explanation: Job No. 13-502 Sheet No. 1 By Richard Dahlmann, P.E. Date 5/13 FILE COPY Permit No. CLIENT: Zales PROJECT: Zales RTU on Roof SouthCenter Tukwila, WA GENERAL INFORMATION: CARUSO TURLEY SCOTT, INC. consulting structural engineers 1215 W. Rio Salado Tempe, Arizona 85281 480/ 774-1700 480/ 774-1701 (FAX) File: T:\ENG\FORMS\CALC COVER SHEET.DOC Date: SEP 1999 RECEIVED CITY OF TUKWILA JUL 2 2 2013 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 9 2013 City of Tukwila BUILDING DIVISION REVISION N0. ( DtP6tIg�l Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.4608 Longitude = -122.26020000000001 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B- Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.430 (Ss, Site Class B) 1.0 0.490 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.4608 Longitude = -122.26020000000001 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 =FvxS1 Site Class D- Fa= 1.0,Fv= 1.51 Period Sa (sec) (g) 0.2 1.430 (SMs, Site Class D) 1.0 0.739 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.4608 Longitude = -122.26020000000001 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.51 Period Sa (sec) (g) 0.2 0.953 (SDs, Site Class D) 1.0 0.493 (SD1, Site Class D) Search Results for Map Page 1 of 1 lel//NDSPEED BYL OCAT/CSN Home About This Site LatlLong Finder Related Resources Sponsors About ATC Contact Search Results Latitude: 47.4608 Longitude: -122.2602 ASCE 7-10 Wind Speeds (3 -sec peak gust MPH*): Risk Category I: 100 Risk Category II: 110 Risk Category III-IV: 115 MRI*" 10 Year: 72 MRI** 25 Year: 79 MRI*' 50 Year: 85 MRI** 100 Year: 91 ASCE 7-05: 85 ASCE 7-93: 70 •MPH(Miles per hour) '"MRI Mean Recurrence Interval (years) Users should consult with local building officials to determine if there are community -specific wind speed requirements that govem. LJ Download a PDF of your results 0 Print your results WIND SPEED WEB SITE DISCLAIMER: While the information presented on this web site is believed to be correct, ATC assumes no responsibility or liability for its accuracy. The material presented in the wind speed report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the wind speed report provided by this web site. Users of the information from this web site assume all liability arising from such use. Use of the output of this web site does not imply approval by the goveming building code bodies responsible for building code approval and interpretation for the building site(s) described by latitude/longitude location in the wind speed report. Sponsored by the ATC Endowment Fund • Applied Technology Council • 201 Redwood Shores Parkway, Suite 240 • Redwood City. California 94065 • (650) 595-1542 3 tk( 528195-YTG-F-0212 Weights and Dimensions XP078-150 Unit Weights Unit 4 Point Load Weight Unit 6 Point Load Weight Size Model *eight (lbs.) (Tons) Shipping Operating 078 Center of dravity X Y 4 Point Load Location (lbs.) A B C D A 6 Point Load Location (Ibs.) B C D E (6.5) XP 925 920 38 23 206 153 240 322 144 117 97 152 184 F 22 i 0 (7.5) XP 925 920 38 23 206 153 240 322 • 144 117 97 152 184 225 (8.5) 120 XP (10) 150 XP 38 25.5 281 209 275 369 197 160 133 175 211 259 (12.5) 1140 1135 38 25.5 281 209 275 369 197 160 133 175 211 259 1405 1400 51 25.5 258 347 456 339 164 198 243 319 260 216 XP078-150 Unit Accessory Weights Unit Accessory Weight (lbs.) Shipping Operating Economizer 90-3 Power Exhaust 40 -35 Electric Heat' 49 49 1. Weight given is for the maximum heater size available (54KW). I- 1 1 - ra04 c ✓/� 1Ii9 it,� Johnson Controls Unitary Products 45 Mechanical Unit Overturning RECTANGULAR BASE WITH NO LEGS Unit info: Weight= 1119 lbs X 1.2= Length= 89 in Width= 59 in Height= 42 in Curb height = 14 in 1343 lbs. Seismic: Per ASCE 7 Chapter 13 Sds= 0.953 ap= 0.493 Ip= 1 Rp= 6 z/h= 1 (conservative) Fp= (.4*ap*Sds*W) * (1+2*z/h) = 0.094 W Rp/Ip Fp max= 1.6*Sds*Ip*W = Fp min= .3*Sds*Ip*W = Fp= 1.5248 W 0.2859 W 384 Ib @ 35 in <— Governs Mot (base)= 13437 lbs * .7= 9405.7 "Ibs Mot(to curb) x.7= Mr= Wtx1.2* width/2= 39612.6 'Ibs * .6= 23768 "Ibs Tr base= -243 Ibs Tr to curb= Sliding: V= 384 Ibs Wind: 85 mph 3- sec gust wind speed Exposure B Af= 35 ft^2 h/d= 0.63 5643 "Ibs -307 Ibs Af<.1 Bh therefore, use 1.9 multiplier per ASCE7 6.5.15.1 Kz= 0.70 Kzt= 1.0 qz= .00256 Kz Kzt Kd V^2 I = G= 0.85 Cf= F= gzGCf X Af X 1.9= 800 Ibs Mot (base)= 27989 Ibs Mr= Wt* width/2= Tr= 139 Ibs Sliding: V= 800 Ibs 11.0 psf 33010.5 'Ibs * .6= Kd= 0.85 1= 1.0 ASCE-7 eqn. 6-15 1.3 ASCE-7 eqn. 6-28 and section 6.5.15.1 Mot(to curb) = 19806 "Ibs Tr to curb= 16794 "Ibs -51 Ibs 5 Attachment: Screw spacing unit to curb: #12 screw spacing = N= 10 V all/screw (20 gage material)= Vali= 1880 lbs vs. T all/screw (20 gage material)= Tall= 285 lbs 24" Curb to Angles in roof: Use 0.5 " dia. Bolts@ angles below Shear: N= V all/bolt= Vali= Tension T all/bolt= Tall= Angles below: 1= Pmax @mid= M= Sr-- Use r= Use L4X4X1 /4 8 4567 Ibs vs. 343 lbs 6ft 1007 'Ibs 0.56 inA3 188 lbs 800 Ibs OK 95 lbs N= 3 Unity: V + T Vall+ Tall unity seismic= 0.20 unity wind= 0.43 48 " o.c. (min 2 per side) from curb to support bolt head dimension= 0.75 " 671 lbs S= I= deflection= 571 lbs 800 lbs 171 lbs OK N= 2 defl. allowable= L / 240 1.05 inA3 OK 3.04 inA4 0.06 in= L/ 1216 OK Unity: V + T Vali+ Tall unity seismic= 0.08 unity wind= 0.58 New mechanical unit on existing roof Joist: Existing Joist= 16H5 Existing Span= Existing Spacing= Existing Dead Load= Existing Live Load= Existing Total Load Capasity= w dl= w 11= w total= 120 pif 120 pif 240 pif 24 feet 6 feet 20 psf 20 psf VaII= (Total Toad Capasity) X (Span/2)= Mall= (total Toad Cap) X Span"2/8= New Mechanical unit wt= 1119 lbs. Wt X 1.2 = 1342.8 lbs joists Toad is spread over = Load per joist = 671.4 lbs distance from Toad to end of joist = 334 pif 4008 lbs 24048 ' lbs V existing= 2880 lbs V new= 560 lbs Total = 3440 lbs < 4008 OK M existing= 17280 ' lbs M new= 2238 ' lbs Total= , 19518 ' lbs < 24048 OK Existing Joists are OK 2 Oft 7 FREDERICA. GOGLIA ARCHITECT, NCARB, ISP July 18, 2013 City of Tukwila Attn: Jennifer Marshall 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 RE: Zales at Southcenter Mall 1000 Southcenter Mall, Space #C312 Project NO. 130237 Dear Ms. Marshall: RESION RECEIVED CITY OF TUKWILA JUL 2 2 2013 PERMIT CENTER N0. This letter accompanies revised construction drawings for submittal as a revision to the previously approved permit drawings. The landlord review, which occurred at the same time as the permit review, necessitated the following revisions to the drawings. T1.0 - Title Sheet 1. Under Code Information, Leasable and Sales Area increases reflecting the expansion of the lease line at the storefront as required by the landlord. Occupancy Loads and Capacity of Egress were also adjusted accordingly. 2. On the Key Plan, Leasable Area was increased. 3. On the Responsibility Chart, Neutral Piers will not be part of the project. D1.0 - Demo Plan / Notes 1. Demolition at storefront expanded to encompass complete removal for expansion of lease line as required by the landlord. D2.0 - Barricade Elev / Dtls / Notes 1. Barricade height increased per landlord. 2. Graphics to be submitted as separate graphics package to mall for approval. A1.0 - Floor Plan / GC Verific. / Notes 1. Lease dimensions adjusted per landlord required expansion of lease line at storefront. 2. Storefront design revised and expanded per landlord requirements. A1.1 - Enlarged Plans / Notes 1. Storefront design revised and expanded per landlord requirements. A1.2 - Reflected Ceiling Plan / Notes 1. Storefront design revised and expanded per landlord requirements. 2. With expansion of storefront design, one additional foot of casework added. Lighting adjusted accordingly. A2.0 - Elevations 1. Storefront design revised and expanded per landlord requirements. 2. With expansion of storefront design, one additional foot of casework added. Logo placement adjusted to be centered over adjusted casework. 3. Adjusted height of window decal per landlord requirements. A3.0 - Schedules 1. B2 Rubber Base not allowed by landlord removed from schedules. 2. Corner Guards removed from project. 1950 Craig Road Suite 300 • St. Louis, MO 63146-4106 • Phone (314) 415-2400 • Fax (314) 415-2300 C3V130311 4utw;iT C 3. Tile area calculation adjusted to reflect the expanded storefront required by the landlord. .4.-t Added transition detail reference per landlord requirements. A4.0 - Storefront Sections 1. Storefront section expanded to reflect landlord requirements. A5.1 - Details 1. Transition Detail revised per landlord requirements. 2. Wood Base Detail added per landlord requirements. A5.2 - Partition Types 1. Added partition type reflecting area of mall wall being refinished with tenant finish. F1.0 - Fixture Plan / Scheds 1. Storefront design revised and expanded per landlord requirements. 2. With expansion of storefront design, one additional foot of casework added. F2.1 - Fixture / Sign Sections / Details 1. Revised height of blade sign per landlord requirements. M1.0 - Mech. Plan / Scheds / Notes 1. Revised layout at expanded storefront per landlord requirements. M2.0 - Mechanical Details 1. Added note to RTU detail per landlord requirements. P1.0 - Plumbing Plan / Scheds / Notes 1. Revised layout at expanded storefront per landlord requirements. E1.0 - Lighting Plan / Notes / Details 1. Revised layout at expanded storefront per landlord requirements. 2. With expansion of storefront design, one additional foot of casework added. Lighting adjusted accordingly. E1.1 - Power Plan / Notes / Details 1. Revised layout at expanded storefront per landlord requirements. 2. Added dimensions at stub ups to aid in location during construction. 3. Extended power to blade sign per keyed note 43. E1.2 - Elec Details 1. Revised wiring detail to reflect change from security case to non -security as required by tenant. E2.0 - Elec. Loads / Riser / Scheds 1. Revised load analysis and panel loads to reflect adjustments to lighting. V1.0 - Visual Merchandising Plan 1. Revised layout at expanded storefront per landlord requirements. 2. With expansion of storefront design, one additional foot of casework added. 3. Revised area calculations to reflect changes required by landlord. 1'x'150 Craig Road LStuite 300 • St. Louis, MO 63146-4106 • Phone (314) 415-2400 • Fax (314) 415-2300 • • If you have any questions, comments or need any additional information regarding this letter please contact Jolena Shatzer at our office at anytime (800) 489-2233. Sincerely, rederick J. Golia Architect, NCARB, ISP CC: File J:\Clients\Zales\ 130237\Docs 1950 Craig Road Suite 300 • St. Louis, MO 63146-4106 • Phone (314) 415-2400 • Fax (314) 415-2300 •PERMLT COORD COPY1 PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-184 DATE: 07/22/13 PROJECT NAME: ZALES SITE ADDRESS: 1000 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response -to Correction Letter # X Revision # 1 BEFORE Permit Issued pDEPARTMENTS: Th) -1 - Building Building Division III NA- 4-3-13 Public Works AseN Fire Prevention Structural A'/,f- Planning Division 111 ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 07/23/13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 08/20/13 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER` D13-184 DATE: 05-23-13 PROJECT NAME: ZALES SITE ADDRESS: 1000 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPART ENTS: Building Division c FU Works, J Avlb ))0113 Fire Prevention in Planning Division Structural ❑ Permit Coordinator • DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05-28-13 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit CenterUse'Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 06-25-13 Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAI Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 1 PROJECT NAME: PERMIT NO: 1A93 —V/1-1 SITE ADDRESS: 1000 4,01Ani CLIAlt121AM.LORIGINAL ISSUE DATE: tAIA- REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 01I2211.3 61/01113 /-, (--0 Summary of Revision: UWN1) W WV MIIA,Ecgr--p (Aim) &E Received by: Received by �'/ 2 )1U d v 'en REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: please punt PLAN REVIEW CHECKLIST - (Nonstructural) By: Date: C-7/----/7 o Permit App. V/7 ---/gr IBC Edition r%9 & State Amend. Project title: Za +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Classify the building or portion thereof in accordance with Chapter 3 Determine the type of construction of the building in accordance with Chapter 6. Determine if the location of building on the site and clearances to property lines and other buildings on the site plan are in accordance with code provisions. Review for conformity with General building height and area limitations in accordance with Chapter 5. Review for conformity with special detailed requirements based on use and Occupancy. O ----Review for conformity with Type of Construction requirements of Chapter 6. Review for conformity with Fire and Smoke protection features of Chapter 7. Review for conformity with requirements of interior finishes of Chapter 8. Review for conformity with requirements for fire protection systems of Chapter 9. Review for conformity with requirements for means of egress requirements of Chapter 10 Review for conformity with requirements of accessibility in accordance with Chapter 11, and ICC A117.1 Review for conformity with Washington State Energy Code. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ✓ In circle = topic has been reviewed for the application. X In circle = topic is not relevant to proposed scope of work. 11 City of Tukwila • 1 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7 )5 Plan Check/Permit Number: I) / Response to Incomplete Letter # Response to Correction Letter # Revision # I after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Zakj Project Address: /cw fIftcQvrler Mai l � 9' 51c9 Contact Person: / y 3Ayma145E Summary of Revision: Phone Number: 60S- • 3/9-.6969 X 1- arc— 064A - J r e,p 0A,0,2- '1"11"v RECEIVED tA JUL 22 2013 �'tFi1'4�T CENTER Sheet Number(s): TIbi I U2 i IkL t 741 .I fl1 Zi 11/42_,01113,a,f}tf.b, pcs 1, AS -.z/ F(/f2.1, VI.0 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on tl( l H:\Applications\Forms-Applications On Line \2010 Applications\7-2010 - Revision Submittal.doc Revised: May 2011 Contractors or Tradespeople PrintFriendly 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 TRI -NORTH BUILDERS INC UBI No. 601978408 Phone 6082718717 Status Active Address Po Box 259568 License No. TRINOB101102 Suite/Apt. License Type Construction Contractor City Madison Effective Date 10/22/1999 State WI Expiration Date 6/20/2015 Zip 537259568 Suspend Date County . Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date C T CORPORATION SYSTEM Agent 01/01/1980 Bond Amount THAYER, THOMAS W President 10/22/1999 SU1116267 JONES, DONALD L Vice President 10/22/1999 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 5 Arch Insurance Co/Claims Dept SU1116267 08/23/2012 Until Cancelled $12,000.0008/13/2012 03/01/2013 4 FIDELITY Et DEPOSIT CO OF MD 8903191 08/23/2010 Until Cancelled 08/23/2012 $12,000.0009/03/2010 03/09/2012 3 TRAVELERS CAS & SURETY CO 103370548 03/01/2002 Until Cancelled 08/23/2010 $12,000.0006/20/2002 02/28/2011 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 14 AMERISURE INSURANCE CO CPP2082215 03/01/2013 03/01/2014 $1,000,000.00 03/01/2013 13 Amerisure Mutual Insurance Com CPP2081545 03/01/2012 03/01/2013 $1,000,000.00 03/09/2012 12 Zurich American Ins Co GL0297879311 03/01/2011 03/01/2012 $1,000,000.00 02/28/2011 11 ZURICH AMERICAN INS CO GL0297879310 03/01/2009 03/01/2011 $1,000,000.00 03/01/2010 10 ZURICH AMERICAN INS CO GL0297879308 03/01/2008 03/01/2009 $1,000,000.0003/03/2008 9 ZURICH AMERICAN INS CO GL0297879307 03/01/2007 03/01/2008 $1,000,000.0002/28/2007 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 httns://fortress.wa. aov/lni/bbip/Print.aspx 09/04/2013 NAL ONDITIONS 5010N01 -0x2611 THE GENERAL CONDITIONS OF THIS CONTRACT ARE THE ZALE DELAWARE, INC. - "GENERAL CONDITIONS OF THE CONTRACT FOR THE CONSTRUCTION" (HEREINAFTER GALLED "ZALE GENERAL CONDITIONS") AS RECEIVED BY THE T.G.G. AND ARE HEREBY MADE PART OF TI ESC CONTRACT DOCUMENTS AS THOUGH FULLY CONTAINED HEREIN. IT 15 THE RESPONSIBILITY OF THE T.G.G. TO OBTAIN ADDITIONAL OR REPLACEMENT COPIES OF THE ZALE GENERAL CONDITIONS FROM THE ZALE PROJECT REPRESENTATIVE SHOULD THAT BE NECESSARY. GENERAL NOTES APPLYING TO THE CONTRACT DOCUMENTS: * UNLESS NOTED OTHERWISE, T.G.G. 15 RESPONSIBLE FOR FURNINSHING AND INSTALLING ALL MATERIALS AND ALL WORK IN PROJECT. FIELD CONDITIONS CONTRACTOR SHALL VERIFY ALL CONDITIONS AS WELL A5 ALL DIMENSIONS AND CONDITIONS INDICATED IN THE DRAWINGS, PRIOR TO THE ACTUAL CONSTRUCTION. ANY VARIATION FROM CONDITIONS INDICATED IN THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND OWNER'S REPRESENTATIVE PRIOR TO COMMENCING WORK. COORDINATION OF WORK THE CHARACTER AND SCOPE OF THE WORK ARE ILLUSTRATED BY THE WORKING DRAWINGS. CONTRACTOR SHALL CAREFULLY EXAMINE ALL THE DRAWINGS AND BE RESPONSIBLE FOR THE PROPER INSTALLATIONS OF HIS WORK AND THE PROPER CONSIDERATION OF OTHERS AND EXISTING SHOPPING CENTER CONSTRUCTION. DO NOT PLACE DUCTS, PIPING, CONDUIT, OR ANY OTHER OBSTRUCTIONS AS TO IMPAIR REQUIRED CEILING HEIGHTS AND CLEARANCES FOR LIGHTING FIXTURES, ETC. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF EXISTING ADJACENT TENANT(5) AND SHOPPING CENTER FACILITIES. BUILDING GODES AND REGULATIONS ALL WORK SHALL CONFORM TO ALL GOVERNING CODES AND REGULATIONS. CONTRACTOR SHALL PAY FOR AND OBTAIN ALL REQUIRED PERMITS (INCLUDING SUB CONTRACTOR TRADES) TO PERFORM THE WORK. UPON COMPLETION OF THE WORK, CONTRACTOR SHAL.. OBTAIN ALL REQUIRED APPROVALS FROM GOVERNMENTAL AGENCIES INVOLVED PRIOR TO FINAL PAYMENT. OBTAIN COPY OF CERTIFICATE OF OCCUPANCY TO BE SUPPLIED TO TENANT CORPORATE REPRESENTATIVE - COPY TO BE DELIVERED TO STORE MANAGER FOR POSTING IN STORE. I NSURANGE I. CONTRACTOR SHALL SECURE, PAY FOR, AND MAINTAIN DURING CONSTRUCTION FIXTURING WORK WITHIN LEASED PREMISES, ALL OF THE INSURANCE POLICIES REQUIRED AND IN • THE AMOUNTS AS SET FORTH HEREIN. CONTRACTOR SHALL NOT COMMENCE ANY WORK UNTIL ALL REQUIRED INSURANCE HAS BEEN OBTAINED AND CERTIFICATES OF SUCH INSURANCE HAVE BEEN DELIVERED TO THE LANDLORD AND TENANT. LANDLORD MUST BE NAMED A5 "ADDITIONAL INSURED." CERTIFICATE OF INSURANCE SHALL COVER ALL WORK PERFORMED BY HIM AND EACH OF HIS SUBCONTRACTORS AND ALL MAJOR SUPPLIERS. 2. TENANT'S GENERAL CONTRACTOR'S AND SUBCONTRACTOR'S REQUIRED MINIMUM COVERAGE AND LIMITS OF LIABILITY: A. WORKMEN'S COMPENSATION INSURANCE - IN ACCORDANCE WITH THE GOVERNING LAWS WITH A LIMIT OF NOT LESS THAN $500.000 AND ANY INSURANCE REQUIRED BY ANY EMPLOYEE BENEFITS, ACTS, ETC. AS TO PROTECT THE CONTRACTOR AND SUBCONTRACTORS FROM ANY AND ALL LIABILITY. B. CONTRACTOR SHALL PAY FOR AND FURNISH TO TENANT AND LANLORD, CERTIFICATES OF INSURANCE WHICH WILL PROTECT SAID CONTRACTOR FROM CLAIMS (I) UNDER WORKMAN'S COMPENSATION ACTS AND OTHER EMPLOYEE BENEFIT ACTS WITH LIMITS OF NOT LESS THAN $2,000,000; (II) FOR DAMAGES BECAUSE OF BODILY INJURY, (INCLUDING DEATH) TO HIS EMPLOYEES AND ALL OTHERS, WITH THE LIMITS OF $2,000,000 PER PERSON, $2,000,000 PER OCCURANCE; AND (III) FOR DAMAGES TO PROPERTY WITH LIMITS OF $1,000,000 WHICH ARISE OUT OF OR RESULT FROM THE CONTRACTOR'S WORK UNDER THIS CONTRACT WHETHER SUCH WORK (INCLUDING OPERATION OF MOTOR VEHICLES) BE BY HIMSELF OR OTHERS DIRECTLY OR INDIRECTLY EMPLOYED BY EITHER, AND BUILDERS RISK INSURANCE IN THE FULL AMOUNT OF THE CONTRACT SUM. 3. INDEMNIFICATION - TO THE FULLEST EXTENT PERMITTED BY LAW. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE LANDLORD, TENANT, AND THE ARCHITECT AND THEIR AGENTS AND EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, L055E5 AND OTHER EXPENSES, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS, OR EXPENSE (I) 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE, OR DEATH, OR INJURY OR THE DESTRUCTION TANGIBLE PROPERTY OTHER THAN THE WORK ITSELF; INCLUDING THE LOSS OF USE RESULTING THEREFROM, AND (2) 15 CAUSED IN WHOLE OR IN PART BY A NEGLIGENT ACT OR OMMISSION OF THE CONTRACTOR, ANY SUBCONTRACTORS, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM MAY BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A PARTY INDEMNIFIED HEREUNDER. 4. TENANT'S BUILDERS' RISK INSURANCE - COMPLETED VALUE BUILDERS' RISK MATERIAL DAMAGE INSURANCE COVERAGE: TENANT SHALL PROVIDE AN "ALL PHYSICAL LOSS" BUILDERS' RISK INSURANCE POLICY ON THE WORK TO BE PERFORMED FOR TENANT IN THE LEASED PREMISED AS IT RELATES TO THE BUILDING WITHIN WHICH THE LEASED PREMISES 15 LOCATED. THE POLICYSHALL INCLUDE AS INSUREDS TENANT, ITS CONTRACTORS AND SUB -CONTRACTORS, AND LANDLORD, AS THEIR INTERESTS MAY APPEAR. THE AMOUNT OF INSURANCE TO BE PROVIDED SHALL BE 100% OF THE REPLACEMENT COST. LIEN WAIVERS AND SWORN AFFIDAVITS CONTRACTOR SHALL FURNISH TO TENANT WITHIN 60 DAYS At- I t < COMPLETION, FINAL WAIVERS OF LIEN FOR ALL WORK PERFORMED AND FROM ALL SUBCONTRACTOR AND MAJOR SUPPLIERS. GERTI F I GATE OF OCCUPANCY CONTRACTOR SHALL OBTAIN THE CERTIFICATE OF OCCUPANCY WHEN ISSUED BY LOCAL BUILDING AUTHORITY. CONTRACTOR SHALL PROVIDE TENANT AND LANDLORD WITH A COPY OF THE CERTIFICATE UPON RECEIPT. QUALITY STANDARDS ALL SUCH WORK SHALL BE PERFORMED IN A FIRST CLASS WORKMANLIKE MANNER AND SHALL BE IN GOOD AND USEABLE CONDITION AT THE DATE OF COMPLETION THEREOF. CONTRACTOR SHALL GUARANTEE ALL WORK PERFORMED TO BE FREE FROM ANY AND ALL DEFECTS IN WORKMANSHIP AND MATERIALS FOR ONE (I) YEAR FROM THE DATE ALL CONSTRUCTION PUNCH LIST ITEMS HAVE BEEN COMPLETED AND ACCEPTANCE HAS BEIM CONFIRMED IN WRITING BY THE TENANT REPRESENTATIVE. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OR REPAIR WITHOUT ANY ADDITIONAL CHARGE FOR ANY AND ALL WORK DONE OR FURNISHED WHICH SHALL BECOME DEFECTIVE WITHIN THE ONE (I) YEAR PERIOD. THE CORRECTION OF SUCH WORK SHALL INCLUDE, WITHOUT ADDITIONAL CHARGE ALL EXPENSES AND DAMAGES IN CONNECTION WITH SUCH REMOVAL, REPLACEMENT, OR REPAIR OF ANY PART OF THE WORK WHICH MAY BE DAMAGES OR DISIURSEP THEREBY. ALL WARRANTIES OR GUARANTEES A5 TO MATERIALS OR WORKMANSHIP ON OR WITH RESPECT TO TENANT'S WORK SHALL BE CONTAINED 114 THE CONTRACT OR SUBCONTRACT WHICH SHALL BE 50 WRITTEN THAT SUCH GUARANTEES OR WARRANTIES SHALL INSURE TO THE BENEFIT OF BOTH LANDLORD AND TENANT, AS THEIR RESPECTIVE INTEREST APPEAR AND GAN BE DIRECTLY ENFORCED BY EITHER. - NO SUBSTITUTIONS OF SPECIFIED PRODUCT 15 ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM ZALE REPRESENTATIVE. CUT SHEETS AND SAMPLES MUST BE SUBMI i i LL BY T.G.G. TO OBTAIN APPROVAL. RUBBER WHEEL CARTS CONTRACTOR'S CARTS, EQUIPMENT BOXES, ETG., MUST BE EQUIPPED WITH RUBBER WHEELS. FIRE EXTINGUISHERS FURNISHED AND INSTALLED BY CONTRACTOR - (I) 10# "ABG' OR EQUAL, I PER 2500 S.F. AND/OR PER LOCAL CODE. COORDINATE LOCATION OF FIRE EXTINGUISHER WITH FIRE MARSHAL AND/OR LOCAL GOVERNING AUTHORITY AND WITH TENANT. MOUNT TOP OF EXTINGUISHER AT 48" A.F.F. RUBBISH REMOVAL CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY REMOVAL FROM THE PROJECT, ALL TRASH, RUBBISH AND SURPLUS MATERIALS RESULTING FROM CONSTRUCTION, FIXTURING AND MERCHANDISING OF THE DEMISED PREMISES, COORDINATE REMOVAL OF DEBRIS WITH SHOPPING GEN i tR (OR MALL) MANAGEMENT. TEMPORARY UTILITIES TENANT SHALL ARRANGE FOR TEMPORARY UTILITIES AS REQUIRED, AND SHALL PAY FOR THE UTILITY CHARGE UNLESS GENERATORS OR ALTERNATE METHODS OF POWER ARE REQUIRED, THEN T.G.G. SHALL COORDINATE AND PAY FOR SUCH POWER TO AVOID JOB DELAYS. RESPONSIBILITY FOR MATERIALS ON 51 TE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS SHIPPED TO THE JOB SITE INCLUDING MATERIALS FURNISHED BY OTHERS. COST OF ALL MISSING MATERIALS WILL BE DEDUCTED FROM THE CONTRACT PRICE. CONTRACTOR TO GHEGK ALL INVOICES/PACKING LIST/BILL OF LADING AT TIME SHIPMENT IS RECEIVED AND NOTIFY TENANT REPRESENTATIVE OF ANY DISCREPANCIES. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CARE, PROTECTION OF, AND PREVENT DAMAGES TO ALL MATERIALS AFTER DELIVERY TO JOB SITE. TEMPORARY BARRICADE CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADE A5 REQUIRED, BY LOCAL CODE OR LANDLORD, TO PROTECT THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. SUCH BARRICADE SHALL BE OF TYPE AND DESIGN APPROVED BY THE LANDLORD. CONTRACTOR TO INSTALL TENANT SUPPLIED GRAPHICS ON BARRICADE. 0 GENERAL. NOTES T SOIONOS-082611 NOTE1 IMIrEDIAT LY FOLLOWING DEMOLITION AND PRIOR TO MINN** GONSTRUGTION,, IT 15 THE RESPONSIBILITY OP THE T.6.G. TO SEND VITRIFICATION OP AU. LEA C DIMENSIONS, GOUJMN LOCATIONS, AND ALL OTHER PEST CONSTRUCTION COWONENTS TO 11E ZALES PROJECT MANAGER WINO TIE '6.G. VERIFICATION PLAN' NO LATER THAN MONDAY THE SECS WEEK OF CONSTRUCTION. T6.G. SHALL LAYOUT ON FLOOR ALL FIXTURE) AND PARTITIONS PRIOR TO ANY NISN CONSTRUCTION. T.G.G. ACCEP'T'S ALL RESPONSIBILITY AND INCURS ALL COSTS FOR ALL MODIFICATIONS AS A RESULT OF UND+000N etrED DISCREPANCIES. I. REFERENCE PLAN FOR CARPET TILE START POINT FOR THIS STORE. CONTRACTOR 15 TO CONFIRM THAT QUANTITY OF CARPET SUPPLIED BY THE TENANT 15 ADEQUATE TO PERFORM THE INSTALLATION AS NOTED. 2. T.6.G. TO BOLT DOWN SAFES, REFER TO ARCHITECTURAL DETAILS. FOR SAFE LOCATIONS, REFER TO FIXTURE DRAWINGS. 3. FOR T.G.G. FURNISHED MILLWORK, REFER TO FLOOR PLAN FOR MODULE DESIGNATIONS AND CABINET SCHEDULE FOR DESCRIPTION. 4. ALL WOOD FRAMEWORK, WOOD BLOCKING, AND PLYWOOD CONSTRUCTION SHALL BE STAMPED FIRE RETARDANT A5 REQUIRED BY LOCAL CODES AND LANDLORD REQUIREMENTS. 5. ALL INTERIOR CAULKING SHALL BE NON-ELASTOMERIG, LATEX SEALANT COMPLYING WITH F.S. TT -S-01651, TYPE I, PAINTABLE. 6. PROVIDE GLASS AND GLAZING AS SHOWN, AS MANUFACTURED SY PPG, OR APPROVED EQUAL. COMPLY WITH RECOMMENDATIONS OF FLAT GLASS MARKETING ASSOCIATION (FGMA) "GLAZING MANUAL" AND 'SEALANT MANUAL" EXCEPT *PERE MORE STRINGENT REQUIREMENTS ARE INDICATED. ALL GLASS AND MIRRORS WITH EXPOSED EDGES TO BE GROUND AND POLISHED, NO EXCEPTIONS. 1. ALL METAL TRIM SHALL BE FROM STYLMARK INCORPORATED, 6536 MAIN STREET, N.E., PA. BOX 32008, MINNEAPOLIS, MINNESOTA, 55432-0008, PHONE #1-800-328-245. 8. T.G.G. TO PATCH / FLOAT / REPAIR EXISTING DEMISING WALL 014 TENANT SIDE ONLY AS REQUIRED TO ACHIEVE ANY FINISHES OR NECESSARY UL. RATING. 4. REFER TO PARTITION TYPES FOR WALL DETAILS. 10. SLAB WORK: a. SLAB ON GRADE (EXISTING): TRENGWGHIP UP SLAB AND PATCH AS REQUIRED BY CODE AND LANDLORD AI- i tt . PLUMBING AND ELECTRICAL INSTALLATIONS. b. SLAB ON DECK (EXISTING): PENETRATIONS/CORING OF SLAB ON DECK BY T.G.G. PER LANDLORD'S CRITERIA, COORDINATE WITH LANDLORD'S REPRESENTATIVE. G. SLAB ON GRADE NEW: PER LANDLORD AND/OR CITY REQUIREMENTS, THE CONCRETE FLOOR SLAB TO BE 3,000 P51 CONCRETE, MINIMUM 4' THICKNESS WITH 6" X 6" - W1.4 X WL4 WWF IN CENTER OF SLAB. INSTALL A 6 MIL "VISQUEEN' VAPOR BARRIER ON A 4" RILL CUSHION COMPACTED TO 15% MODIFIED PROCTOR. II. THE RECEIPT AND USE OF THE ARCHITECT'S DOCUMENTS CONSTITUTES AGREEMENT THAT THE PRESENCE OF ASBESTOS CONTAINING MATERIALS, ARE AND REMAIN ISSUES OUTSIDE THE SCOPE ADDRESSED BY HIS DOCUMENTS AND THAT THE ARCHITECT PREPARING 111r -JC DOCUMENTS SHALL NOT BE 114 ANY WAY LIABLE FOR THE PRESENCE, DISCOVERY, REMOVAL, OR HANDLING OF SUCH MATERIALS. 111 RESPONSIBILITY CHART FURNISH BY INSTALL BY REMARKS PICK UP PERMITS AND TIS 0 0 TEMPORARY ENCLOSURES 0 0 TEMPORARY ELECTRIC EXISTING TO REMAIN SITE PREPARATIONS 0 0 GLEAN -UP 0 0 6 DEMISING PARTITIONS (STUDS) EXISTING TO REMAIN DEMISING PARTITIONS (GYP/MASONRY) NEUTRAL PIERS INTERIOR PARTITIONS FLOOR LEVELING 0 0 STOREFRONT GLASS, FRAMING 4 DOORS 0 0 STOREFRONT SECURITY GRILLES 0 0 T.G.G. TO SGHED 4 COORDINATE METAL DOORS AND FRAMES 0 0 ALL DOOR HARDWARE 0 0 INTERIOR GRAPHICS 4 LOGOS 0 0 STOREFRONT SIGNAGE 0 0 EMPTY CONDUIT TO SPADE EXISTING TO REMAIN GENERAL ELECTRICAL WIRING 0 0 TELEPHONE DISTRIBUTION / WIRING 0 0 T.6.0 TO COORDINATE W/ VENDOR TELEPHONE CONDUIT 0 0 COMPUTER WIRING (DATA) 0 0 T.6.G TO COORDINATE 11/ VENDOR MECHANICAL EQUIPMENT (UNIT) 0 0 MECHANICAL AIR TO SPADE (VAV) WA MECHANICAL SUPPLY 4 RETURN DUCTING 0 0 MECHANICAL CONTROLS 0 0 SPRINKLER MAIN TO SPACE 0 0 SPRINKLER LINES 4 HEADS 0 0 FIRE EXTINGUISHERS 4 CABINETS 0 0 FIRE ALARM 0 0 PLUMBING (WASTE, VENT 4 WATER) TO SPACE 0 0 NEW PLUMBING PIPING 0 0 PLUMBING FIXTURES it ACCESSORIES 0 0 PAINT 0 0 WALL -COVERING / STOREFRONT TILE 0 0 CARPET / FLOOR TILE 0 0 FLOOR TRANSITIONS O 0 REFER TO MATERIAL SGHED/DETAIL5 VINYL TILE 4 BASE 0 0 REFER TO MATERIAL SGHED/DETAILS ACOUSTICAL TILE CEILINGS 0 0 REFER TO MATERIAL SGHED/DETAILS STOREFRONT FIXTURES / FLOOR FIXTURES 0 0 WORKROOM SHELVING 4 BACKROOM CABTS. L LIGHT FIXTURES 4 LAMPS DESCRIPTION 0 DATE: TI.0 TITLE SHEET e 0 EMERGENCY LIGHTS 4 EXIT SIGNS D1.0 O A 01/12!13 D2.0 O a 01/12/13 ELECTRICAL PANELS / TRANSFORMERS AI.O FLOOR PLAN / GG VERIFICATION / NOTES a 01/12/13 AI.I EXISTING TO REMAIN SECURITY ALARM 4 WIRING 4 CAMERAS 01/12/13 0 REFLECTED CEILING PLAN / NOTES el 01/12/13 0 ELEVATIONS a T.6.G TO COORDINATE W/ VENDOR SECURITY ALARM CONDUIT SCHEDULES e O A4.O STOREFRONT SECTIONS e! 0 A5.O DETAILS APPLIANCES (MICROWAVE, REFRIG) O DETAILS e' 01/12/13 A5.2 O e 01/12/13 SAFES 0 FI.0 FIXTURE PLAN / SCHEDS e 0 5F2.0 FIXTURE DETAILS lir I OFFICE EQUIPMENT SEPARATE RATE PERMIT REQUIRED FOR: :echanical Electrical Plumbing as Piping City of Tukwila BUILDING DIVISION GORE INFORMATION r 50101401-021202 s CODE DATA USE GROUP: TYPE 014 CONSTRUCTION: 140. OF STORIES: COVERED MALL (Y/14): FULLY SUPPRESSED (Y/N): LEASABLE AREA: M - MERCANTILE 11-13 UNPROTECTED LEVEL I OF 3 Y REVISIONS No changes shall be made to the scope of wo!c without prior approval of Tukwila Building Division. NOTE: revisions will require a new plan submittal and may include additional plan review fees. THESE PLANS ARE IN ACCORDANCE WITH THE FOLLOWING GODES: 2004 INTERNATIONAL BUILDING CODE W/ WASHINGTON STATE AMENDMENTS 2011 NATIONAL ELECTRICAL CODE 2004 INTERNATIONAL MECHANICAL CODE VV/ WASHINGTON STATE AMENDMENTS 2004 UNIFORM PLUMBING CODE W/ WASHINGTON STATE AMENDMENTS 2001 WASHINGTON STATE ENERGY CODE AND WASHINGTON STATE INDOOR AIR QUALITY CODE CODE GOMPLIANGE FOR THE DISABLED TI FISC PLANS COMPLY WITH THE PROVISION OF 1442 GABO/ANSI 117.1 SET FORTH BY THE AMERICAN NATIONAL STANDARD INSTITUTE, INC. FOR ACCESSIBILITY FOR THE CUSTOMER AND EMPLOYEES. TENANT - ZALES JEWELERS TOTAL SQ. FT. OF LEASE PREMISES - 1170 TOTAL SQ. FT. OF SALES AREA - 1612 TOTAL 50. FT. OF WORK ROOM - 2q8 OCCUPANCY LOAD (TABLE 1004.1.1) FILE COPY Permit No. Plop review approval is subject to errors and omisflo I of construction documents does not auti o!ation of any adopted code or ordinance. Rc Of • roved ' Cop and conditions is acknowle BY .4dragraipi SALES OCCUPANCY = (4tSF/30) = 56 PERSONS WORK ROOM OCCUPANCY = (4ISF/300) = I PERSONS TOTAL OCCUPANCY = (SALES + WORK ROOM) = 57 PERSONS NO. OF EMPLOYEES = 4 LENGTH OF TRAVEL (SECTION 10143) (SPADE 15 UNPROTECTED / SPRINKLERED) MAXIMUM TRAVEL DISTANCE PERMI t I i 1) = 15 FT. MAXIMUM TRAVEL DISTANCE ACTUAL = +/- 42 FT. GAPAGITY OF EGRESS SEG ION 1005.1 ALL EXIT DOORS SHALL BE EQUIPPED WITH PANIC HARDWARE. EGRESS CAPACITY REQUIRED = 51 PERSONS X .2 = 11.4 INCHES EGRESS CAPACITY ACTUAL = 511 INCHES Date: City Of lbkwila BUILDING DIVISION S I &NAGE UNDER SEPARATE PERMIT APPLICATION. SPRINKLER DRAWINGS UNDER SEPARATE COVER. SYMBOLS k 5010L08-011411 Cr) O'- 00" AFF TYPE CEILING ELEVATIOWTYPE (0/A0.0)- SECTION NOY SHEET 140. (o/Ao.o) DETAIL NO1 SHEET 140. (O/AOA) ELEVATION 101 SHEET NO. FIXTURE KEY - REFER TO STORE FIXTURE SCHEDULE DOOR NO./COLUMN 1401 OR EQUIPMENT KEY O MATERIAL KEY REVISION 140. CABINET MODULES ® KEYED NOTES PARTITION TYPE REF. SHEET A52 iED RELOCATION KEY ASSIREVI ATI ONS /DEFINITIONS PARTITION TYPES ♦ ////////, LLD or LL TGG, GCor0 EX or E TFC orF TSC.or5 TEN or T PARTITION TO BE REMOVED EXISTING PARTITION NEW PARTITION NEW PARTITION W/ STORAGE DECK (OPEN ABOVE FOR ACCESS) NEW PARTITION W/ STORAGE DECK (EXTEND PARTITION TO CEILING ABOVE) CENTER LINE LEASE LINE CARPET SEAM LANDLORD TENANT'S GENERAL. CONTRACTOR EXISTING FIXTURE CONTRACTOR SIGN CONTRACTOR ZALE CORPORATION A.G.T. A.F.F. CLG G.T. EA. FIN. F.R. GYP. BD. MFR. N.T.S. O.G. PROVIDE STD. TEN U.N.O. Y.G.T. V.I P. RA. N.I.G. REVIEWED FOR CODE COMPLIANCE APPROVED IJUL 2 9 2013 City of Tukwila BUILDING DIVISION ACOUSTICAL CEILING TILE ABOVE FINISHED FLOOR CEILING CERAMIC TILE EACH FINISH FIRE RATED OR FIRE RETARDANT GYPSUM WALLBOARD MANUFACTURER NOT TO SCALE 014 CENTER FURNISH AND INSTALL STANDARD TENANT UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VERIFY 114 FIELD ROUGH OPENING NOT IN CONTRACT EJISION Nr,EX N S SOIOLOI-061412 NO. DESCRIPTION REV. # DATE: TI.0 TITLE SHEET e 06/1q/13 D1.0 DEMO PLAN / NOTES A 01/12!13 D2.0 BARRICADE ELEVATIONS / DETAILS / NOTES a 01/12/13 AI.O FLOOR PLAN / GG VERIFICATION / NOTES a 01/12/13 AI.I ENLARGED PLANS / NOTES e' 01/12/13 AI.2 REFLECTED CEILING PLAN / NOTES el 01/12/13 A2.0 ELEVATIONS a 01/2/13 A3.O SCHEDULES e 01/12/13 A4.O STOREFRONT SECTIONS e! 01/12/13 A5.O DETAILS A5.I DETAILS e' 01/12/13 A5.2 PARTITION TYPES e 01/12/13 FI.0 FIXTURE PLAN / SCHEDS e 01/12/13 5F2.0 FIXTURE DETAILS :eF2.I FIXTURE / SIGN SECTIONS / DETAILS e 01/12/13 pt xl: SI STRUCTURAL NOTES PLANS $ DETAILS EI.O LIGHTING PLAN / NOTES / DETAILS e 01/12/13 EI .I POWER PLAN / NOTES / DETAILS a 01/12/13 El .2 ELEG DETAILS E2.0 ELEG LOADS / RISER / SGHEDS MI.O MEGH PLAN / SGHEDS / NOTES e 01/12/13 M2.0 MEGHANIGAL DETAILS PI.O PLUMBING PLAN / SGHEDS / NOTES e 01/12/13 Al VI.D VISUAL MERCHANDISING PLAN a 01/12/13 if 1 Kr4 LAN 5010L10-102411 ZALES #0455 LEVEL I OF 3 SOUTHGENTER MALL, EXISTING MALL RECEIVED' CITY OF TUKWILA JUL 2 2 2013 PERMIT CENTIR SEARS L 1 JG PENNEY 9 PROJECT 1,1IRECTO`r4 5010NI SO -100110 CLIENT ZALE CORPORATION 401 WEST WALNUT HILL LANE IRVING, TX 75038 PHONE: (172) 580-4443 FAX: (q72) 580-4370 CONTACT: AMANDA COKENDOLPHER-JAFFKE EMAIL: AGOKENDOOZALECORP.GOM LANDLORD'S TENANT COORDINATOR WESTFIELD LLC 2800 SOUTHCENTER SEATTLE, WA 48188 PHONE: (206)714-3485 CONTACT: WAYNE JOHNSON EMAIL: WJOHNSONOWESTFIELD.COM ARCHITEGT ARGVISION 1450 CRAIG ROAD, STE. 300 ST. LOUIS, MO 63146 PHONE: 014)415-2400 FAX: 014)415-2300 CONTACT: JOLENA SHAVER EMAIL: Jshatzeroarcv.com ENGINEER ARGVISION 1950 CRAIG ROAD, STE. 300 5T. LOUIS, MO 63146 PHONE: 014)415-2400 FAX: (314)415-2300 CONTACT: ANTHONY RICHARDSON 9 T NO.: 130231 STORE NO. 04SS SHEET: TI "O TEMPOIRANIR*1' LOCATION NOTES T.G.G. 15 RESPONSIBLE FOR REMOVING SHOWCASES, LOGOS, GRAPHICS, SIGNS, LIGHTS/TRACKS, ETC, THEM IN THE TEMP LOCATION. T.G.C. TO SET UP AND COORDINATE THE SHOWCASE LAYOUT OF THE TEMPORARY SPADE WITH ZALE MANAGER. T.G.C. 15 RESPONSIBLE FOR DISPOSING OF ALL ITEMS IN THE TEMP LOCATION AT THE END OF GO T.G.C. TO BROOM GLEAN TEMP LOCATION AFTER VACATING. T &t. TO PROVIDE LABOR AS NEEDED TO MOVE BOXES AND OTHER ITEMS (EXCEPT MERCHANDISE) 5010N15-102111 FROM EXISTING STORE AND INSTALLING PROJECT MANAGER AND/OR STORE NSTRIJGTION, UNLESS INSTRUCTED OTHERWISE. TO AND FROM TEMP LOCATION. • m 0 m 400. MARK 0 flEMOLITION NOTES 5020N01-050212 KEYED NOTES I. T.G.C. SHALL REMOVE AND DISPOSE OF ALL UN -USED WIRING AND ELECTRICAL EQUIPMENT ABOVE CEILING. 2. REMOVE EXISTING FLOOR FIXTURES, SHOWCASES, AND WALL UNITS. COORDINATE REUSE WITH ZALE PROJECT REPRESENTATIVE AT TEMPORARY LOCATION. DISPOSE AT END OF CONSTRUCTION UNLESS INSTRUCTED OTHERWISE. 3. REMOVE MD DISPOSE OF STOREFRONT CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, O.H. GRILLE, LIGHTS, 5I6NBAND, FLOOR i WALL FINISH MATERIALS, AND PARTITIONS A5 INDICATED. 4. REMOVE AND DISPOSE OF INTERIOR CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, FLOOR, CEILING, AND WALL FINISH MATERIALS, LIGHTS, AND PARTITIONS AS INDICATED. 5. REMOVE AND DISPOSE OF PLUMBING FIXTURES. GAP OR EXTEND LINES AS REQUIRED. 6. EXISTING ELECTRICAL PANEL TO REMAIN. T.G.G. TO PRESERVE 4 PROTECT DURING CONSTRUCTION. 1. NOT USED. 8. NOT USED. q. NOT USED 0. EXISTING DEMISING WALL TO REMAIN. I. REMOVE AND DISPOSE OF EXISTING SAFES. COORDINATE POSSIBLE REUSE WITH ZALE PROJECT REPRESENTATIVE AT TEMPORARY LOCATION. DISPOSE AT END OF CONSTRUCTION UNLESS INSTRUCTED OTHERWISE. 2. REUSE ALL EXISTING JEWELER'S EQUIPMENT. 3. EXISTING FIXTURE TO BE RELOCATED. T.G.C. TO REPAIR A5 REQUIRED. REFER TO FIXTURE PLAN FI.O FOR NEW LOCATION. 4. NOT USED. 5. NOT USED. S. NOT USED. 1. NOT USED. 101 4 h. IP P •i I • V LIQ' I 1 ♦ it N i 14 L I .4;1141 k.1 Iq. T.G.G. SHALL REMOVE MALL FINIGI ICS TO FRAMING, A5 INDICATED. 20. Tb . SHALL COORDINATE WITH MALL MANAGEMENT TO REMOVE ADJACENT TENANT FINISH TO EXTENT OF LEASE LINE LOCATION, AS INDICATED. ADJACENT TENANT RESPONSIBLE FOR MOVING SIGN AND BRANDING ELEMENTS. GENERAL NOTES * T.G.C. to perform aII demolition required to accomplish the work indicated on these construction documents. * Dashed lines Indicate all existing store construction, floor finishes, walls, ceiling, fixtures, etc., to be demolished and removed from the site. • All fixtures are the property of Zale Corporation and shall be destroyed unless Instructed otherwise. * Refer to the electrical 4 mechanical sheets for additional demolition information. ■ O i! F O rr O 0 r - i rrni 0 16, L Q==�-------—� ?_, it-- z z ?) � � i 11 0 &M x��l II lig 0 0 O O L 0 0 0 0 0 • L__J r-�II� \�_\Lz z z O O 1Ic0 0 0 M00 0000•, \�M-===r-• O\ 17 = = n1 \\ I;1\\ 11 ,/u \ N 11, 11 L==J L__J • 01 0 OTO 0 01 �; ;OM1 1< IILI II L I 01h 1 "I I I 11 • II� 1i 0 FI-' II 11 � til — a H- • 1 "4 i0 0 11 1 I l Oil ice II 11 11O=II---------11+0 1O 1 -I-70r -r ` 1 II • � L1=�J -a I II •, L� J ii eint -r*"J ..r..1..... x.1...4,.. O 0 • • r—'I 1 ` I1t-I--I--i--F-H— 0 1 : 10 10 1441 1011 • 44\ ‘\0ti,, • U • • ,r lk • L__ • • •• 0`\\ �\00--- -==- .1O 0 0 aollE 11111 INS IIIIIIEUI P 15z �+ CI 1 -al! _LIT = - -1 w 7-T -r- -t -+- 0 =7, 7 0 DEMOL I TI ON PLAN 1/4" = ILO" DI=M=0455-PLN (3/D20) J Milky 0 0 REVIEWED FOR CODE COMPLIANCE APPROVED !JUL 2 9 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 2 2 2013 PERMIT CENTER L���� 901 WEST WALNUT HILL LANE FREDERICK J. GOGLIA PACHTECT,NCARIRVING, TEXAS 75038-1003 1 W ROM, MESKI STAMM 61111 PK NW 200 FAX CO 2110 w.aarsas O to 0 0 ___. QD ISI r1r 0 6597 REGIS • E I rn ARCHI ' CT/ 1- ERICK J GOGLIA STATE OF WASHINGTON O N Cu 1 m c N E <—<<<<< 0 ai §m m m 4 O N g 8 O N 0 g @ -?! ''. 0 1/4q i 4;G312 SOUTI-fGEIVMFZ MALL 1000 SOUTHGENTER MALL TUKWIL,4, WA cI8188 DEMO PLAN / NOTES STORE NO. O4 SHEET: 1:3I 5 .O l DETAIL NOT USED N.T.S. 1 /1N 1 AN ZI04DO1-050312 BARRICADE ELEVATION 1/8" = I'-0" Z104170q-050312 DETAIL NOT USED N.T.S. ZI04D0q-050312 23'-0" BARRICADE GRAPHIC WRAP WILL BE SUBMITTED SEPARATELY FOR MALL APPROVAL BY TENANT GRAPHICS VENDOR BARRICADE ELEVATION 1/8" = I'-0" Z104170q-050312 • 1tAL.L BARRICADE NOTES 5010„„-043012 TENANT GRAPHICS \ ; r • TO ” T, REMOVE, AND DISPOSE OF DRY B - - IG 2. TENANT GRAPHICS VENDOR TO COORDINATE INSTALLATION WITH MALL REPRESENTATIVE AND SHALL INSTALL BARRICADE AT LEAST 3'-0" FROM STOREFRONT TILED SURFACE. 3. NOT USED. 4. NOT USED. 5. NOT SED. �ATGH/REPAIR/PAINT MALL BULKHEAD AND NEUTRAL PIERS A5 REQUIRED FOR GLEAN SMOOTH FINISH AFTER REMOVAL OF BARRICADE. 1. T.6.0. TO SUPPLY AND INSTALL BLACK PLASTIC SHEATHING AT ALL OPENING SUCH A5 WINDOWS AND GRILLES ONCE BARRICADE HAS BEEN REMOVED. TI .G. TO REMOVE SHEATHEING .UST PRIOR TO OPENING. COORDINATE WITH STORE MANAGER. 11114 rre -4 I x/11' 4-1, -' fVirer`- • -I: �J1 - • - I•'' • '; 'Oil • - APPROVAL FOR BARRICADE GRAPHICS PACKAGE. PLEASE SUBMIT TO GENEVIEVE CHRISTENSEN AT GGHRISTENSEN®US.WESTF ELD.COM FOR APPROVAL. q. FINAL LOCATION AND SIZE OF BARRICADE WILL BE DETERMINED AT PREGONSTRUGTION MEETING. , REVIEWED FOR ;'CODE COMPLIANCE APPROVED IJUL 2 9 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 2 2 2013 PERMIT CENTER J 1-1 -V �L���� 901 WEST WALNUT HILL LANEK J. GOGLIA IRVING, TEXAS 75038-1003 lBDO° IIDADALTIE SOO K1°MWale PRNI 1154100 FAX OM) 41F4800 mararsce V -T -r✓ v 0 / ® CQ:9 M koS9 / if ) Ai11 i O N O ‹..««<. BARRICADE GRAPHIC WRAP WILL BE SUBMITTED SEPARATELY FOR MALL APPROVAL BY TENANT GRAPHICS VENDOR / ( /\ / % \ ) BARRICADE ELEVATION 1/8" = I'-0" Z104170q-050312 DETAIL NOT USED N.T.S. ZI04D0q-050312 23'-0" BARRICADE GRAPHIC WRAP WILL BE SUBMITTED SEPARATELY FOR MALL APPROVAL BY TENANT GRAPHICS VENDOR BARRICADE ELEVATION 1/8" = I'-0" Z104170q-050312 • 1tAL.L BARRICADE NOTES 5010„„-043012 TENANT GRAPHICS \ ; r • TO ” T, REMOVE, AND DISPOSE OF DRY B - - IG 2. TENANT GRAPHICS VENDOR TO COORDINATE INSTALLATION WITH MALL REPRESENTATIVE AND SHALL INSTALL BARRICADE AT LEAST 3'-0" FROM STOREFRONT TILED SURFACE. 3. NOT USED. 4. NOT USED. 5. NOT SED. �ATGH/REPAIR/PAINT MALL BULKHEAD AND NEUTRAL PIERS A5 REQUIRED FOR GLEAN SMOOTH FINISH AFTER REMOVAL OF BARRICADE. 1. T.6.0. TO SUPPLY AND INSTALL BLACK PLASTIC SHEATHING AT ALL OPENING SUCH A5 WINDOWS AND GRILLES ONCE BARRICADE HAS BEEN REMOVED. TI .G. TO REMOVE SHEATHEING .UST PRIOR TO OPENING. COORDINATE WITH STORE MANAGER. 11114 rre -4 I x/11' 4-1, -' fVirer`- • -I: �J1 - • - I•'' • '; 'Oil • - APPROVAL FOR BARRICADE GRAPHICS PACKAGE. PLEASE SUBMIT TO GENEVIEVE CHRISTENSEN AT GGHRISTENSEN®US.WESTF ELD.COM FOR APPROVAL. q. FINAL LOCATION AND SIZE OF BARRICADE WILL BE DETERMINED AT PREGONSTRUGTION MEETING. , REVIEWED FOR ;'CODE COMPLIANCE APPROVED IJUL 2 9 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 2 2 2013 PERMIT CENTER J �L���� 901 WEST WALNUT HILL LANEK J. GOGLIA IRVING, TEXAS 75038-1003 lBDO° IIDADALTIE SOO K1°MWale PRNI 1154100 FAX OM) 41F4800 mararsce 0 /0 ® CQ:9 M koS9 � � J 6897 REGIST ED ARCHIT T t rn .` ► -RICK J. GOGLIA STATE OF WASHINGTON 530 UJ 161, Ai11 i O N O ‹..««<. ,§q,) , m d O O g p O N fA 0 9 1:: M a h H m 4G12 SDUTi-tGETVT�R MALL 1000 SOUTHGENTER MALL W I L?�, INA c;18185 L�4RRIGADE ELEV /DTL.S /NOTES STORE NO. 0455 SHEET: 1; 2.0 CLEARANCE "A" CLEARANCE "G" I' -O" MIN IN/ CLOSER 4 LATCH I I L L J CLEARANCE "13" z X -0" MIN. MIN. 1 X I� J CLEARANCE "D" i3ARRI ER FREE DOOR CLEARANCES 1/4"=1'-0" 5082002-100110 6.G. VIICATION LAN NOTS SOIONIS-040q12 tik T.G.G. TO FIELD VERIFY ALL LEASE AND VERTICAL DIMENSIONS INCLUDING, BUT NOT LIMITED TO, ELEVATIONS, SOFFITS, LANDLORD BULKHEADS AND NEUTRAL PIERS. T.G.G. TO ALSO IDENTIFY EXPANSION JOINTS, CONTROL JOINTS, SEISMIC BRACING, SHEAR WALLS, LADLORD DUCTS/EQUIPMENT, PIPES/VENTS, FIRE ALRAM/BELLS, FIRE HOSE CABINETS AS WELL A5 ANY OTHER ABNORMALITIES OR EQUIPMENT THAT WILL IMPACT THE DESIGN WITHIN THE SPACE, THE PLENUM AND THE STOREFRONT. REPORT ANY DISCREPANCIES TO ZALES PROJECT REPRESENTATIVE. SEND ALL DIMENSIONS USING THE G.G. VERIFICATION PLAN NO LATER THAN MONDAY, THE SECOND WEEK OF CONSTRUCTION. 81-0 1/4" 1 4" 5'-2 3/4" IO' -0" 0 MARK 0 PLOOLAN NOTES 5010N11-107612 KEYED NOTES: 1. LEASE LINE. VERIFY DIMENSIONS ON LEASE VERIFICATION PLAN AND EXACT LEASE LINE LOCATION WITH LANDLORD IMMEDIATELY A1- i tK DEMOLITION. COORDINATE ANY DISCREPANCY WITH ZALE PROJECT MANAGER. 2. VERIFY EXISTING COLUMN LOCATION AND SIZE AFTER DEMOLITION. COORDINATE ANY DISCREPANCY WITH ZALE PROJECT MANAGER. 3. PROVIDE BLOCKING IN WALL TO SUPPORT GRAB BARS, GRAPHICS, AND WALL FEATURES, ETC IN ALL WALLS A5 REQUIRED. 4. T.G.G. TO PROVIDE AND INSTALL ADJUSTABLE STANDARDS WITH ONE (I) 12" DEEP SHELF AT 1'-O" A.F.F. 5. 4'x4' PLYWOOD TELEPHONE BOARD ON DEMISING WALL CLOSEST TO ELECTRICAL PANELS IN BACK ROOM. BOTTOM OF BOARD TO BE 8'-0" ABOVE FINISHED FLOOR MINIMUM. BOARD SUPPLIED AND INSTALLED BY T.G.G. PAINT TO MATCH WALL. INSTALL BY SECOND WEEK OF CONSTRUCTION. b. NOT USED. 1. NOT USED. 8. a. O. 2. 3. 4. 5. 6. ?. 8. a. EXISTING DEMISING WALL TO REMAIN. T.G.G. SHALL PATCH AND REPAIR GYP. BD. OR APPLY 1/4" GYP. BD. AS NECESSARY AFTER DEMOLITION TO PREPARE SURFACE TO RECEIVE NEW FINISHES. T.G.G. 15 RESPONSIBLE FOR MAINTAINING AND/OR ACHIEVING ANY FIRE RATING REQUIRED (UL. OR OTHERWISE) FOR DEMISING PARTITIONS. NOT USED. NOT USED. SHOWCASE SHOWN LIGHTLY FOR CLARITY. REFER TO FILO SHEET. NOT USED. T.G.G. TO PROVIDE AND INSTAL_ ACCESSIBLE TOILET SIGN PER LOCAL CODE. REFER TO DETAIL I0/A2.0. T.G.G. TO BEGIN FULL CARPET TILE INSTALLATION AT THIS POINT. CARPET PATTERN TO RUN PERPENDICULAR TO LONGEST SIDE OF STORE. LOCATION OF DIGITAL VIDEO RECORDER. IF NO ROOM FOR SHELVING, PROVIDE MOUNTING BRACKETS WITH SHELVES. PROVIDE WATER PROOF MEMBRANE AT TOILET ON LEVEL ABOVE GROUND PER LANDLORD CRITERIA SPECIFICATION AND DETAIL 13/A5.I. NOT USED. NOT USED. NOT USED. • ,.4•, 21. T.G.G. TO EXTEND TENANT'S FINISHES TO FACE OF MALL CORRIDOR WALL, A5 INDICATED. REUSE EXISTING WALL FRAMING AND INSTALL NEW GYPSUM BOARD AND NEW FINIC,I IES, REFER TO ELEVATIONS, A2.0, AND MATERIAL SCHEDULE, A30. 22. T.G.G. TO COORDINATE WITH MALL MANAGEMENT FOR INSTALLATION OF TENANT'S FINISHES ABUTTING ADJACENT TENANT'S STOREFRONT. REFER TO ELEVATIONS, A2.0. GENERAL NOTES= * Refer to A5.2 for Partition Types. * The fabrication and Installation of all miscellaneous metal lintels, supports, and framing required for all storefront work shall be the responsibility of the T.G.G. * T.G.G. to protect mall structural columns In demising walls with one hour rated assembly as required per codes. * All dimensions are to lease Iine or to face of finish material, unless noted otherwise. 20-O" ; 10-0" 5'-2 3/4" 1 61;4 We cScc .1 LL 0 rn co to w 1- r N /VE PR•'JEI T .: 130231 SIM. REST ROOM AREA 1 60'-4" LEASE DIM. 2'-0" LEASE DIM. 24'-8 -1/8" STAFF ROOM REVIEWED FOR CODE COMPLIANCE APPROVED 'JUL 2 9 2013 23'-2 1/2" 22'-q 1/4" iIt]ii •. •• • 621-4" LEASE DIM. 11-2 1/4" G.G. VERIFICATION PLAN CITY OFRECEIVED TUKWILA GGV=0455-PLN FLP=0455-PLN bu. y JUL 2 2 2013 PERMIT CENTER !L; m O 9 R N --' C- OW -Iv --1611 UWP � vK <1E14( WS NN�L 4)o IPI'STORE NO. 045' S CI CET: 1.0 of N. 0 V ILI V z J 0 0 J IL 1 (a/A5.1)— I ,'SI REVIEWED FOR CODE COMPLIANCE APPROVED 'JUL 2 9 2013 23'-2 1/2" 22'-q 1/4" iIt]ii •. •• • 621-4" LEASE DIM. 11-2 1/4" G.G. VERIFICATION PLAN CITY OFRECEIVED TUKWILA GGV=0455-PLN FLP=0455-PLN bu. y JUL 2 2 2013 PERMIT CENTER !L; m O 9 R N --' C- OW -Iv --1611 UWP � vK <1E14( WS NN�L 4)o IPI'STORE NO. 045' S CI CET: 1.0 of N. 0 V ILI V z J 0 0 J IL MARK ENLARGED PLAN NOTES 5010N04-102111 j(EYED NOTES: I. LEASE LINE. 2. EXISTING DEMISING WALL TO REMAIN. T.G.G. TO PATCH AND/OR FLOAT OR REPAIR GYP. P. OR APPLY 1/4" GYP. BD. AS NECESSARY AFTER DEMOLITION TO PREPARE SURFACE TO RECEIVE NEW FINISI 113. T.G.G. 15 RESPONSIBLE FOR MAINTAINING AND/OR ACHIEVING ANY FIRE RATING REQJIRED N.L. OR OTHERWISE) FOR DEMISING PARTITIONS. 3. TILE (REFERENCE ELEVATIONS) ON 5/8" FIRE RATED WATER RESISTANT GYP. BD. ON METAL STUDS - TYP. 4. SLIDING GRILLE FRAMING/SUPPORT REF. 2/A5.O AND 3/A5.O. 6. T.G.G. TO EXTEND TENANT'S FINISHES TO FADE OF MALL CORRIDOR WALL, A5 INDICATED. REUSE EXISTING WALL FRAMING AND INSTALL NEW GYPSUM BOARD AND NEW FINISHES, REFER TO ELEVATIONS, A2.0 AND MATERIAL SCHEDULE, A30. 7. T.6.G. TO COORDINATE WITH MALL MANAGEMENT FOR INSTALLATION OF TENANT'S FINISHES ABUTTING ADJACENT TENANT'S STOREFRONT. • F:- Ts A • . • TG T - . r 6 •^ Gtr • =I - GTRG 1. EMERGENCY RELEASE DEVICE o 48" AF.F. T.6.G. TO ENSURE GABLE PATH TO MOTOR 15 STRAIGHT, TAUT, AND OPERATIONAL. 0. T.G.G. TO PROV DE AND INSTALL ADJUSTABLE STANDARDS WITH ONE (I) 12" DEEP SHELF AT 7'-0' A.F.F. I. T.G.G. TO PROV DE AND INSTALL WATER CLOSET, REFER TO PI.O. 2. T.G.G. TO PROV DE AND INSTALL LAVATORY, REFER TO PID. 3. T.G.G. TO PROV DE AND INSTALL GRAB BARS, REFER TO ELEVATIONS 8 AND 4/A2.0. 4. T.G.G. TO PROV DE AND INSTALL CABINET ABOVE, REFER TO CABINET SCHEDULE A3.O. 5. T.G.G. TO PROV DE AND INSTALL ACCESSIBLE TOILET SIGN PER LOCAL CODE. REFER TO DETAIL IO/A2.O. 6. PROVIDE WATER PROOF MEMBRANE AT TOILET ON LEVEL ABOVE GROUND PER 13/A5.I. 1. T.G.G. TO PROV DE AND INSTALL SINK BASE CABINET, REFER TO CABINET SCHEDULE A3.0. 8. T.6.G. TO PROV DE AND INSTALL JEWELERS SINK, REFER TO PI.O. Q. EGRESS DOOR N SLIDING GRILLE, REFER TO IO/A5.O. GENERAL NOTES: * Refer to A5.2 for Pcrtltlon Types. * Support of tenant's storefront shall be Independent of Landlord's structure. * Exposed edge at lap point of tile shall not occur at mall face or store Interior face. Exposed edge shall occur ® return surface only - TYP. OF SLIDING — GRILLE r. WALLGOVERING ON 5/8" FIRE RATED GYPBD. ON 3 5/8' METAL STUDS. 1/8" MAXIMUM JOINT 3" PIANO HINGE WOOD BLOCKING BY T.G.G. AS REQUIRED, TYP. EDGE PULL LATCH DOOR STOP BY T.G.G. 1/8" MAXIMUM JOINT TILE ON 5/8" FIRE RATED AND WATER RESISTANT GYP.BD. ON 3 5/8" METAL STUDS. POLISH ALL EXPOSED EDGES WHEN GRANITE OR MARBLE 15 USED. POCKET DOOR PLAN DETAIL - LAMINATE NOTES: • DOOR AND FRAME TO BE FLUSH WITH ADJACENT SURFACES ON BOTH SIDE • POCKET DOOR MUST BE ABLE TO CLOSE WHEN GRILLE 15 IN LOCKED POSITION. • POCKET DOOR HARDWARE; HINGE: 3 1/2' PIANO HINGE, MILL FINISH. LATCH: TOMAG SGMG37-WH PUSH LATCH. EDGE PULL: DOUG MOGKETT #DP3B, SATIN CHROME. ALL POCKET DOOR HARDWARE FURNISHED BY T.F.G. INSTALLED BY T.G.G. 3" = 1'-0" ZI23002-050312 1 8'-0 1/4" ;7 I/4" J SIM. 31-6" (q/A2.o) / f 1 9 4'-10 5/8" ENLARGED RESTROOM PLAN 3/4" = I'-0" NIRS-TR=0455-PLN / -4 1/8" REVIEWED FOR CODE COMPLIANCE APPROVED 'JUL 2 9 2013 v1 City of Tukwila BUILDING DIVISION 4/A5.O = OPH. 111-2 1/4" HOLD (N.T.S,) 1 1 6" / 6/A5.I OPH. 11-6" 21 /" / L I5'-0" (N.T.S,) 6/A5.I 1'-6" / 21-6" / I3'-3 I/4" HOLD (N.TS 3/4" = I' -O" NLRG-5F=0455-PLN 1)(3-, 1 11 sA� "--1-7 egg! mg..1 7 E2-11 Q:91 gja) gr 1` V N 0 tO li w�- 16ilid I( LSI No4)o or C -60P 0 0 z z tu �aC z w STORE NO. 0455 SHEET: AI.1 i LIGHTING AND MEGH LEGEND 5160L04 -0c12111 SYMBOL SCRIF'TION EMERGENCY LIGHTING (CEILING -MOUNTED) EXIT LIGHTING °' : : REGEXAJ7 ACCENT LIGHTING 000 RECESSED LIGHTING RECESSED GENERAL AREA LIGHTING RECESSED LIGHTING ON NIGHT LIGHT CIRCUIT 0 SURFACE MOUNTED LIGHTING RECESSED 1x4 LIGHT TRACK LIGHTING TRACK ACCENT LIGHTING UNDER COUNTER LIGHTING; LIGHTING UNDER GLG BELOW WALL SCONCE SUPPLY AIR GRILLES RETURN AND/OR EXHAUST AIR &RII IFS ACCESS PANEL 38( SPRINKLER HEAD Notes: Not all symbols are used on all stores. Refer to the Mechanical and Electrical Schedules and Legends for additional symbols and descriptions. "--CEILING LINE. REFER TO DETAILS. z VARIES - REFER TO DEPTH OF / SHOWCASES REFER TO LIGHTING PLAN FOR FIXTURE TYPE 1E0 PEPTH OF SHOWCASES ZALES/PEOPLES/OUTLET/MAPP I NS: STAND UP SHOWCASES = I'-101/8" SIT DOWN SHOWCASES = I'-8 1/8" CORDONS: STAND UP SHOWCASES = I' -II 3/8" SIT DOWN SHOWCASES = I' -II 3/8" NOTE: T.G.G. TO LAYOUT SHOWCASES ON FLOOR TO VERIFY FIXTURE LAYOUT AND DETERMINE LIGHT FIXTURE LOCATION. T.G.G. TO NOTIFY ZALE PROJECT MANAGER OF ANY DISCREPANCIES. i LOCATION OF LIGHT F I XTUiE A5OVE SHOACASE 3/4"=1'-0" 50g2D01-012111 0 SPRINKLER NOTES 5010N14-012111 I. T.G.G. TO DIRECTLY EMPLOY THE LANDLORD'S DESIGNATED CONTRACTOR, IF REQUIRED, TO PERFORM ALL SPRINKLER MODIFICATIONS. SYSTEM MODIFICATIONS TO BE SCHEDULED IN ADVANCE WITH THE LANDLORD'S FIELD REPRESENTATIVE. THE SPRINKLER SYSTEM SHALL BE FULLY CHARGED AND OPERATIONAL WHEN THE CONTRACTOR IS OFF SITE. 2. SPRINKLER HEADS TO BE HIGH TEMPERATURE, CONGEALED TYPE WITH DOVER PLATES AT STOREFRONT ENTRANCES, SHOW WINDOWS, SALES AREAS, OFFICE AREAS, AND FURRED DOWN AREAS. DOVER PLATE FINISH SHALL BE WHITE, EXCEPT WHEN HEAD 15 MOUNTED IN STOREFRONT MILLWORK AT DISPLAY OR ENTRY, FINISH TO BE BRUSHED CHROME. 3. RLTCR TO SPRINKLER CONTRACTOR DRAWINGS FOR ACTUAL SPRINKLER HEAD LOCATIONS. 4. IN PROJECTS WITH MINOR CEILING MODIFICATIONS, T.G.G. SHALL MODIFY EXISTING SPRINKLER HEAD LOCATIONS AND ADD ADDITIONAL HEADS AS REQUIRED BY LOCAL GODES TO CONFORM WITH NEW FLOOR PLAN AND CEILING DESIGN LAYOUT. 5. IN NEW AND REMODEL STORES, SPRINKLER HEAD LOCATIONS SHALL CONFORM TO FLOOR PLAN AND CEILING DESIGN LAYOUT AS REQUIRED BY LOCAL CODES. 6. SPRINKLER HEAD TYPES: PER AREA/LOGATIONS; A. ENTRANCES, FIJRRDOWNS, SALES AREA AND OFFICES: FULLY CONCEALED HEADS WITH DOVER PLATES, PLATE FINISH TO BE WHITE; EXCEPT WHEN HEAD 15 MOUNTED IN STOREFRONT MILLWORK OR DISPLAY, FINISH TO BE BRUSHED CHROME. B. SHOW WINDOWS: HIGH TEMPERATURE, FULLY CONGEALED HEADS WITH COVER PLATES, PLATE FINISH TO BE WHITE; EXCEPT WHEN HEAD IS MOUNTED ON WOOD; FINISH TO BE BRUSHED CHROME. G. TOILETS, WORK ROOM, AND BACK AREAS WITH CEILINGS: SEMI REGES ED PENDANT HEAD. D. WORK ROOM AND BACK AREAS WITHOUT CEILINGS: UPRIGHT TYPE HEAD. J BELOW PI 8'- 0" AFF GYP. 5D. CENTER LIGHT IN CEILING BELOW -J L 44".11 14'- 0" AFF LAY -IN X :z 3 CENTER LIGHT IN CEILING BELOW BELOW PI z_® L_ 8'- O" AFF GYP. BD. — -- i> 41-4" /8" '-1 I/4" 4'0 1/8" MARK REFLEGTED CEILING PLAN NOTES KEYED NOTES: 1. ACCESS PANEL BY TGG. STEALTH TR-AP024 24"x24" TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS. FINISH: TEXTURE AND PAINT TO MATCH CEILING. vit 1/8" , 4'-0 1/8" GENERAL NOTES: * If conflict occurs, do not adjust light fixture locations or any ceiling elements without approval From Zale project manager. * Lighting location dimensions shown are for reference only. Refer to detail for actual light placement. * Surface mounted light fixtures In work areas to be mounted to ceiling grid, unless noted otherwise. * Speakers and other ceiling elements to be installed to line with adjacent objects/fixtures. * In ceilings adjacent to a non -conditioned space with a ducted return, T.G.G. shall Install Insulation with R-Ici value or equal. Install non-combustible fibrous batt Insulation with a vapor barrier on conditioned side. No Insulation to be placed above recessed light fixtures. 4'-6 1/8" 5'-0 1/8" 5'-O 1/8" 5'-0 1/8" 31-'I 1/4" }" 10'- 0" AFF REFLECTED GE I L I NG PLAN I/4"=11/1" GYP. BD. RCP=0455-PLN 10'- 0" AFF GYP. BD. 10'- 0" AFF GYP. 5D. 0 REVIEWED FOR CODE COMPLIANCE APPROVED IJUL 2 9 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 2 2 2013 PERMIT CENTER 1 (E9 a i6t/E PRODNO.: 130231 --1 lei 66K ) 0 oonv (Tiop # 0 0 0 4: z J w v w IL STORE NO. SHEET: 0455 AI.2 l r 'E s EQUAL 3 -O EGtIJAL EQUAL cra 3 -0 m m EQUAL r•r•� EQUAL 3 -0 EQUAL _ Cr) - \-® :t .. e m 11'- O" AFF £ 2'- 1/2"/ q ::.............. . GYP. 5D. €s i i in i _ 1'-q I/2" fj 3'-1 5/8" Q• ..2'. b" ,.. £ If) a Q 21-6" 1 Q. 1 a %1 3 £.. •.......................... „•,.•.,. £ 11 113 41) in :i.,. 1 ... / `.e S, { jj I:J�...... „,‘-.::.> f n/...J ..:.. £i ", Y 3, dJ .......................... ......................y �'-3" ( d- a ?:In .0 .: <, :: :1:4 � £: 5 t ,..,, 5'-8 3 8" / ............ 5 3 :: /4 £ 1 s £ ,aft El.....) 9t£ q'-8 3/4" £ i£ < £ _ '-3 I/' 1'-5 5/8" , iP'7, A j !1. �;::ff� } ,, �3"'... " 2 ` „ '_" 4'-6 \ �i f 3lB"f f ��,,:i S 3'-8 3/lN E i £ .................. }f 4—.::::=4,',..41 7'-6" ¢'S, ,, '-3 1/4 fj g3 } ,■t1 f 'd' 5'-I I/2" 1i ££ ' \I J S ..,.. (1 < %•::............... ... ]i ,... ...... ,;, ,tip ... ............ ....... : ...VA.VA,., ...........•4 ...t5t ' .. ' %:uw� 5 £ dJ u' 51-0" f 5f k rvn 5 m = 8 iy ,�.... - -I ti CI,Z7 EQ. EQ. N CZZ7 ._....s, EQ.......H_EQ. 1 - r?. ral 1777A I m n �--• / EQ. 5'-0" 5'-0" " EQ. _ — 111141.1 / r_ ,'-10 I/8" \ 16'-l" 21'-O 1/8" 8'-q 5/8" 9-4" 10'- 0" AFF REFLECTED GE I L I NG PLAN I/4"=11/1" GYP. BD. RCP=0455-PLN 10'- 0" AFF GYP. BD. 10'- 0" AFF GYP. 5D. 0 REVIEWED FOR CODE COMPLIANCE APPROVED IJUL 2 9 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 2 2 2013 PERMIT CENTER 1 (E9 a i6t/E PRODNO.: 130231 --1 lei 66K ) 0 oonv (Tiop # 0 0 0 4: z J w v w IL STORE NO. SHEET: 0455 AI.2 l >o O u TI T.S.G. TO INSTALL TENANT ADDRESS 4' HIGH LETTERS xI/2" WIDE VINYL AT 18" A.F.F. O ST• f� 1/4" = 1'-0" 1 • ENTRANCE "C" 0 T ELEVATION TYP. BOTH SIDES 0455—ELE SECURITY CAMERA SECURITY CAMERA \ O SECURITY CAMERA N INTERIO 1/4" = I' -O" TYP. TYP. ® P2. PI zIo 0455—ELE 45 0 SECURITY CAMERA OPEN TO MALL 1 if 1,-I" LOCATE TOILET HANDLE ON APPROACHABLE SIDE / /3'-O"MIN. m fiz CABINET- REF CABINET SCHEDULE MIRROR (I8' x36") GRAB BAR 8'-O 1/4' 0 0 CLIPS TYP. REFER TO DETAIL 'I/A5.O ENTRANCE "$„ SCHLUTER - QUADEG EDGE PROFILE, TYP. ACCENT TILE OPEN TO STORE -J ACCENT FULL TILE (TYP) CUT TILE A5 REQUIRED (TYP.) N y y •v iir ‘11 i Ni" ‘' =y() N, 1 O I 1 1 L 1vv(- in a v11 '-O" 1 i l -. 5 `P EQ EQ. I 2/F2.I )1 EQ EQ. 411 A :_ S E. G‘ in SECURITY I I TYP. ME ... "ct 1 v DA..iND I • CAMERA irgiiiI rD „OND •': N■� . I Af% u.���ycy.7.,�i,eiar�. !.'ivan`�,n' '�� AV1114:' '''''A. 5'il .4y,v''(► vw.474:'C+' ^? kyr, j 1-*- 6 ''f',A;/'r4"'5�.:*Al. ♦.:.'54alodiP...�� j .:. •s � �+.''. ''''''.'4'. G NM= I 4a .(! ,.:.laKaM`_'iGh:.w'.s7s ,.....1Ft•7"�:.i:•'iw�''i' ++FY a .,_r .. _ 0 START TILE HERE 5/F2.115 fr..'�'.�anJ�. �� # / v �� �� / " �� 3 TO TOP OF SCONCE (TYP) AND WORK DOWN #/ x; #/ / #/ #/ e l ', / . " 3" TO TOP OF SCONCE (lYP) START TILE HERE i l )F / #/ \. N ';i' I AND WORK DOWN jyy N tt Will Ea--■ N. QUADEG EDGE PROFILE, TYP. ■■ ■ IN GE ■in �A a --'Y ''�cc I3 1My.5 1-IWI TLE, TI 1-. - E1■ - ACCENT TILE AuGGENT TILE ;�' A S' EQ ¢ E.Q. EQ ¢ E.Q. EQ E.Q. mg ■1 ACCENT TLE OPEN TO STORE�A.GGENT TILE p © STORE �1�-- x11 / / -ti0 /OPENTOOPEN0 �M` �=� FULL TILE (TYP,) .' ■E cos v �'• • xc ■1 �` WLL TILE (1YPJ • BMWI GUT TILE TO ALIGN GUT TILE A5 ~� ffE Q Q Q GUT TILE TO ALIGN GUT TILE AS IT" j WITH TOP OF REQUIRED (1 YPa Sag / m m ■1 WITH TOP of REQUIRED (TYPJ r v- METAL SHOE (TYP.) q METAL SHOE (7YP) ` y., , T.S.G. TO INSTALL TENANT ADDRESS 4' HIGH LETTERS xI/2" WIDE VINYL AT 18" A.F.F. O ST• f� 1/4" = 1'-0" 1 • ENTRANCE "C" 0 T ELEVATION TYP. BOTH SIDES 0455—ELE SECURITY CAMERA SECURITY CAMERA \ O SECURITY CAMERA N INTERIO 1/4" = I' -O" TYP. TYP. ® P2. PI zIo 0455—ELE 45 0 SECURITY CAMERA OPEN TO MALL 1 if 1,-I" LOCATE TOILET HANDLE ON APPROACHABLE SIDE / /3'-O"MIN. m fiz CABINET- REF CABINET SCHEDULE MIRROR (I8' x36") GRAB BAR 8'-O 1/4' 0 0 CLIPS TYP. REFER TO DETAIL 'I/A5.O ENTRANCE "$„ SCHLUTER - QUADEG EDGE PROFILE, TYP. ACCENT TILE OPEN TO STORE -J ACCENT FULL TILE (TYP) CUT TILE A5 REQUIRED (TYP.) EQUAL TYP. msEcuRITY ,CAMERA ENTRANCE "A' STOREFRONT ELEVATION 1/4" = I' -O" EQUAL SECURITY Tom'• CAMERA EQ. TYP. EQ. STOREFRONT ELEVATION 0455—ELE 1/4" = I' -O" N iir N, 1 O I 1 1 L EQUAL TYP. msEcuRITY ,CAMERA ENTRANCE "A' STOREFRONT ELEVATION 1/4" = I' -O" EQUAL SECURITY Tom'• CAMERA EQ. TYP. EQ. STOREFRONT ELEVATION 0455—ELE 1/4" = I' -O" m D INTERIOR ELEVATION I/4" = I' -O" PI O 0455-ELE TYP. TYP. TYP. O PI 1 IN © w .: kk ..ia7 • t• 0 PAPER TOWEL DISPENSER WATER CLOSET LAVATCY \ ` I' 9 MIN. TYP 1'-6'/MIN. / / I'-3" RESTROOM ELEVATION /4" = I'-0" 510SE01-082811 TOILET PAPER DISPENSER RESTROOM ELEVATION 1/4" = 1,-0" 5108E01-082811 SECURITY CAMERA OPEN TO MALL 1 INTERIOR ELEVATION 1/4" = I'-0" NOT BE SPRUNG TO RETURN TO POSITION. FLUSH VALVE TO BE TED ON APPROACHABLE SIDE. HOT WATER AND DRAIN PIPES SHALL BE INSULATED. GRAB BARS SHALL BE I -I/4" -I -I/2" DIAMETER WITH I-1/2" CLEARANCE TO WALL. BAR FASTENERS AND MOUNTING SUPPORT SHALL BE ABLE TO WITHSTAND 2501bf IN BENDING, SHEAR AND TENSION. GRAB BARS SHALL BE MOUNTED ON BLOCKING WITHIN PARTITION. I..AVATORY 4 WATER CLOSET CONTROLS SHALL BE OPERABLE WITH ONE HAND AND NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. SHALL BE OPERABLE BY FORGE OF MAXIMUM SIbf. SHALL BE LOCATED 44" AFF. MAXIMUM. 0455-ELE TOILET ACCESSORIES T.G.G. TO PROVIDE AND INSTALL THE FOLLOWING: ACCESSORIES FROM BOBRIGK WASHROOM EQUIPMENT, INC. - OR EQUAL I486851 TOILET PAPER DISPENSER (AT EACH TOILET) (IGEYLE55), I- 41B-165 18"X36" MIRROR. I -4$86806 X 36 AND I -*B6806 X 48, EXPOSED MOUNTING GRAB BARS AT EACH TOILET (SUPPORTED BY WOOD BLOCKING IN WALL), I-1$652860 SURFACE MOUNTED ROLL PAPER TOWEL DISPENSER (KEYLESS). PAPER TOWEL DISPENSER TO HOLD 8" TOWEL ROLLS. I -SINGLE GOAT HOOK TO BE INSTALLED 48" A.F.F. ON INSIDE OF TOILET ROOM DOOR RESTROOM • OO SECURITY CAMERA OPEN TO MALL 1 6' x a' PLAQUE WITH 4" WHEELCHAIR ACCESSIBLE PICTOGRAM. 3/4" COPY 'RESTROOM' WITH GRADE 2 BRAILLE BLACK OR GRAY BACKGROUND WITH WHITE COPY. (CHARACTERS SHALL BE NON -GLARE AND CONTRAST THE BACKGROUND FINISH,) SIGN TO BE MOUNTED 60" AFF. TO THE CENTERLINE OF 516N ON A WALL ADJACENT TO THE LATCH 5I0E OF THE DOOR. IF THERE 15 NO WALL SPACE TO THE LATCH SIDE, SIGN SHALL BE PLACED ON THE NEAREST ADJACENT WALL. MOUNT WITH FOAM TAPE AND SILICONE. Eii)ACCESS! BLE RESTROOM 5 I CSN N.T.S. 5104001-102111 4 O 4 184 5—ELE REVIEWED FOR CODE COMPLIANCE APPROVED 'JUL 292013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 2 2 2013 PERMIT CENTER 1 w W CcW g LL g CQ29 Z" 111 0" co 1 A/E PROM T Nom.: 130231 O ««« 0 § m s q� O O F. (15 lf � W llz.l .:( "(Q <t' N ooh Ntc)o �L ELEVAT I ONS STORE NO. 0455 :A !CET: iir 1vv(- in v11 1 v I 2/F2.I )1 ZA :_ 1 1 SECURITY I I TYP. ME ... "ct 1 v I CAMERA `-----�---� vj v j j HiNGALv I a 0 5/F2.115 ' 1- # / )/ �� / / #/ x/ #/ / #/ / #/ #/ # / / / #/ # #/ )F / #/ \. N ';i' I N tt N. m D INTERIOR ELEVATION I/4" = I' -O" PI O 0455-ELE TYP. TYP. TYP. O PI 1 IN © w .: kk ..ia7 • t• 0 PAPER TOWEL DISPENSER WATER CLOSET LAVATCY \ ` I' 9 MIN. TYP 1'-6'/MIN. / / I'-3" RESTROOM ELEVATION /4" = I'-0" 510SE01-082811 TOILET PAPER DISPENSER RESTROOM ELEVATION 1/4" = 1,-0" 5108E01-082811 SECURITY CAMERA OPEN TO MALL 1 INTERIOR ELEVATION 1/4" = I'-0" NOT BE SPRUNG TO RETURN TO POSITION. FLUSH VALVE TO BE TED ON APPROACHABLE SIDE. HOT WATER AND DRAIN PIPES SHALL BE INSULATED. GRAB BARS SHALL BE I -I/4" -I -I/2" DIAMETER WITH I-1/2" CLEARANCE TO WALL. BAR FASTENERS AND MOUNTING SUPPORT SHALL BE ABLE TO WITHSTAND 2501bf IN BENDING, SHEAR AND TENSION. GRAB BARS SHALL BE MOUNTED ON BLOCKING WITHIN PARTITION. I..AVATORY 4 WATER CLOSET CONTROLS SHALL BE OPERABLE WITH ONE HAND AND NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. SHALL BE OPERABLE BY FORGE OF MAXIMUM SIbf. SHALL BE LOCATED 44" AFF. MAXIMUM. 0455-ELE TOILET ACCESSORIES T.G.G. TO PROVIDE AND INSTALL THE FOLLOWING: ACCESSORIES FROM BOBRIGK WASHROOM EQUIPMENT, INC. - OR EQUAL I486851 TOILET PAPER DISPENSER (AT EACH TOILET) (IGEYLE55), I- 41B-165 18"X36" MIRROR. I -4$86806 X 36 AND I -*B6806 X 48, EXPOSED MOUNTING GRAB BARS AT EACH TOILET (SUPPORTED BY WOOD BLOCKING IN WALL), I-1$652860 SURFACE MOUNTED ROLL PAPER TOWEL DISPENSER (KEYLESS). PAPER TOWEL DISPENSER TO HOLD 8" TOWEL ROLLS. I -SINGLE GOAT HOOK TO BE INSTALLED 48" A.F.F. ON INSIDE OF TOILET ROOM DOOR RESTROOM • OO SECURITY CAMERA OPEN TO MALL 1 6' x a' PLAQUE WITH 4" WHEELCHAIR ACCESSIBLE PICTOGRAM. 3/4" COPY 'RESTROOM' WITH GRADE 2 BRAILLE BLACK OR GRAY BACKGROUND WITH WHITE COPY. (CHARACTERS SHALL BE NON -GLARE AND CONTRAST THE BACKGROUND FINISH,) SIGN TO BE MOUNTED 60" AFF. TO THE CENTERLINE OF 516N ON A WALL ADJACENT TO THE LATCH 5I0E OF THE DOOR. IF THERE 15 NO WALL SPACE TO THE LATCH SIDE, SIGN SHALL BE PLACED ON THE NEAREST ADJACENT WALL. MOUNT WITH FOAM TAPE AND SILICONE. Eii)ACCESS! BLE RESTROOM 5 I CSN N.T.S. 5104001-102111 4 O 4 184 5—ELE REVIEWED FOR CODE COMPLIANCE APPROVED 'JUL 292013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 2 2 2013 PERMIT CENTER 1 w W CcW g LL g CQ29 Z" 111 0" co 1 A/E PROM T Nom.: 130231 O ««« 0 § m s q� O O F. (15 lf � W llz.l .:( "(Q <t' N ooh Ntc)o �L ELEVAT I ONS STORE NO. 0455 :A !CET: ROOM INISf4 SCHEDULE ZOIOL02-102512 ROOM FLOOR BASE WALLS CEILING FRAMES HARDWARE GA3I NET COUNTER STOREFRONT SALES AREA SALES AREA COLUMNS WORK ROOM RESTROOM JEWELER FIXTURES PAYCOUNTERS PLI 0 0 0 0 0 P2 ITEM INISf-f Sc*4E STOREFRONT SIGN ACRYLIC PNL W/ INTERIOR LOGO SMOKEPA ASSOCIATE BRIDAL CHAIRS BLACK UI BRUSHED GME BRUSHED CHROME CHROME BRUSHED CHROME WHITE WHITE 411. DOORS AL BASE ASEO gst FELE 1255 . FI HUSBAND CHAIRS l)2 AINT S4EULE 5GH-G 050113 BIO DESCRIPTION BASE UNIT END GAP L 3/4" D 23" H 35" QTY 2 FURNISFIED BY G INSTALLED BY G G - GENERAL CONTRACTOR LL - LANDLORD E - EXISTING F - FIXTURE DONT. T - TENANT REMARKS 2 GI STORAGE SHELVING 36" 18" 06' 3 G G 3 52 2 DOOR SINK UNIT 36" 24" 35!44' G G l)1 DOUBLE DOOR WALL UNIT 30' 12" 30' 1 G G l)8 DOUBLE DOOR WALL UNIT 36" 12" 30" 2 G G 2 END GAP FOR FINISHED END. 3 HEAVY DUTY SHELVING, 2p00 POUND CAPACITY OR EQUAL. *41 GENERAL NOTES= * Cabinets shall be prefabricated with plastic laminate finish and shall meet sizes specified above. * T.6.G. shall scrlbe and fit all units to provide a finished look using 3/4" maple stock fillers as required. * All wall units to be mounted 8'-0" A.F.F. to top of cabinet, or 4" below ceiling, whichever is lower. * Provide non-combustible fire retardant blocking in wall to support upper wall cabinets. * All base units shall receive a counter top, furnished and installed by T.G.G. Counter tops shall be constructed of 3/4" high density particle board with 4" integral back splash, 4" side splashes, and 1 1/2" rounded nosings where applicable. aoorz / 1-1Alskr,104AIRE S-4EUL.E 5GH-D 050113 0 0 DOOR DESCRIPTION DETAIL SIZE TYPE FRAME HDL^R SET HEAD JAMB FURNISH BY INSTALLED BY - 6ENERAL CONTRACTOR LL - LANDLORD E - EXISTING T - TENANT REMARKS 3'-0" X 6'-8" X 1-3/4" 5C, WOOD METAL A 3/A5.I 3/A5.I G G 2 3'-0" X 6'-8" X I-3/4" SG WOOD METAL B 3/A5.I 3/A5.1 G G I UNDERCUT DOOR 1' 3 3'-0" X 6'-8" X 1-3/4" 5C, WOOD METAL G 3/A5.I 3/A5.I G G HAWIALARE SET A LOCK SET - SGHLAGE #ND4OS (ATHENS) HANDICAP (PRIVACY LOCK) STOPS - IVES #FS448 HINGES - BUTTS HAGER 4"X4", 55121q, 1-1/2 PAIR MISG - MERGER #686 FULL SADDLE THRESHOLD, COLOR TO MATCH FLOORING, 1/2" HIGH BEVELED OR SLOPED AT AN ANGLE NOT EXCEEDING 45° FROM THE HORIZON - SILENCERS: IVES #20 (3 EACH) HARDYMRE SET B LOCK SET - HPDR -3X12 PUSH PLATE, HALER 3X12 PULL PLATE, FINISH - U52617 CLOSERS - LGN #1461 HINGE FACE (AT ACGESSIBILE AREAS) STOPS - IVES #F5448 PI/ IVES RISER #435 (MIGHT AS REQUIRED) HINGES - BUTTS HAGER 4'X4", 55121q, 1-1/2 PAIR MISG - SILENCERS: IVES #20 (3 EACH) HARD1NAR SET G 1/41 LOCK SET - SGHL.AGE #ND50pD (ATHENS) HANDICAP (LOCK SET) STOPS - IVES #438 W/ IVES RISER #435 (HEIGHT AS REQUIRED) HINGES - BUTTS HAGER 4'X4", 5E31214, 1-1/2 PAIR MISG - SILENCERS: IVES #20 (3 EACH) GENERAL NOTES: *ATI interior wood doors shall be solid lumber core, flush construction. *Door skin for painted and vinyl covered surfaces shall be of paint grade birch. Overall thickness of door skin shall be 1/8". *Thresholds at doorways shall not exceed 1/2" In height. Raised thresholds and floor level changes at accessible doorways shall be beveled with a slope no greater than 1:2. *Handles, pulls, latches, locks, and other operating devices on accessible doors shall have a shape that Is easy to grasp with one hand and does not require tight grasping, tight pinching, or twisting of the wrist to operate. Lever -operated mechanisms, push -type mechanisms, and U-shaped handles are acceptable desigre. When sliding doors are fully open, operating hardware shall be exposed and usable from both sides. Ffa^dwcre required for accessible door passage shall be mounted no higher than 48" AFF. Mount door latchsets. locksets, and pulls at 42" A.F.F. to centerline unless noted otherwise. * If a door has a closer, then the sweep period of the closer shall be adjusted so that from an open position of 10°, the door will take at least 3 seconds to move to a point 3' from the latch, measured to the leading edge of the door. *The maximum force for pushing or pulling open a door shall be as follows: Fire doors shall have maximum opens force as allowed by the appropriate administrative author!.y Exterior hinged doors shall have a maximum force of 10 Ib/ft. *Interior hinged doors, sliding doors, and folding doors shall have a maximum force of 5 Ib/ft. These forces do not apply to the force required to retract latch bolts or disengage other devices that may hold the door in a closed position. * Goordlnate with Security Solutions For rear door and/or front hinged door locks. SECURITY SOLUTIONS 1640 W. HWY. 152, MUSTANG, OK 13064 (800)253-5625. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 29 2013 City of Tukwila BUILDING DIVISION MATESIAL. SCHEE:X.4-E SGH-M 050413 O MARK MATERIAL DESCRIPTION G - GENERAL CONTRACTOR LL - LAtVLORE E - EXISTING T - TENANT F - FIXTURE CONTR. S - SIGN CONTR.RmsEDer REMARKS INSTALLED BY Al ACOUSTIC LAY -IN GLC, TILE:ARMSTRONG FISSURED #155, WHITE, 24"X48'X5/8" G G 11 GRID:ARMSTRONG PRELUDE, WHITE, 15/16" EXPOSED TEE G G 51 SASE - TILE STONE SOLUTIONS:GASTLEVETRO: ARK SERIES, #55203065BN 'CONCRETE", 3" x 20" X 3/8' 15 PIECES T G 0,1 GROUT: CUSTOM BUILDING PRODUCTS, #185 "NEW TAUPE", 1/8" MAX GROUT JOINTS G G B2 B3 NOT USED BASE - RUBBER COVE BURKE: RUBBERMYTE TP #46R-1OI, COLOR 'BLACK" #101, 4'H COILS PI/ FORMED CORNERS G G 8 54 BASE - RUBBER DOVE BURKE: RUBBERMYTE TP #4GR-10I, COLOR 'BLACK' #101, 4'H COILS W/ FORMED CORNERS G G 8 B5 BASE - RUBBER STRAIGH-BURKE: RUBBERMYTE W #4HR-10I, DOLOR "BLACK' #101, 4"H GOIL5 W/ FORMED CORNERS G G 6,8 GPI CARPET MILLIKEN CONTRACT: PASTE UP, PUBLIC REACTION, Iq.1" X 11.1", COLOR #304 "MOP" 140 SQ.YDS. T G 2,3,4 WITH TRACTIONBAGK COATING ON BACK. ADHESIVE INTEGRAL PART OF CARPET PAD - - FI FLRBRD/ELEMENT FABRIC FIFIELD• INTEGRITY, "CHALK', 54"W. F F II MI METAL FINISH STYLMARK: #128 BUFFED SATIN STAINLESS STEEL - - - MFI MALL FINISH MALL FINISH G G - P1 PAINT SHERWIN WILLIAMS, SW7004 "SNOWBOUND" G G - P2 PAINT SHERWIN WILLIAMS, 5P 1044 "AMAZING GRAY" G G - P3 PAINT -STOREFRONT SIGN AKZO NOBEL, GOLORMAP METALLIC COLOR #354/F-3 G G - PLI PLASTIC, LAMINATE ABET LAMINATI, MIGROLINE "#651' F F 12 PL2 PLASTIC LAMINATE WILSONART, "FROSTY WHITE" #1513-60 F F 12 PL3 PLASTIC LAMINATE WILSONART, "SLATE GRAY" #011-60 F F 12 PL4 PLASTIC LAMINATE WILSONART, "SHADOW ZEPHYR" #4851-60 F F 12 PL5 PLASTIC LAMINATE PIONITE, "CUBICLE PAPEL' #A656I-N F F 12 PPI PLASTIC PANELS MARLITE: FRP #P -I00 "WHITE," 4'X8' MIN. X 3/32' AG G - 51 SEALER MIRACLE SEALANTS: MIRACLE 6GFR, GROUT AND T G - CONCRETE FILM REMOVAL I o . TI TILE - PORCELAIN WALL ARIZONA: CEBU 'CESU AQUA", II -3/4"X23 -5/8"X 3/8' 010 SG. FT. T G 4,5 GROUT: CUSTOM BUILDING PRODUCTS, #386 "OYSTER GRAY", I/8" MAX GROUT JOINTS G G T2 TILE - PORCELAIN FLOOR STONE SOLUTIONS:GASTLEVETRO ARK SERIES 5520306 CONCRETE 2Ox20X3/8" POLISHED 345 SQ. FT. T G 4,5 GROUT: CUSTOM BUILDING PRODUCTS, #185 "NEW TAUPE", 1/8" MAX GROUT JOINTS G G T3 TILE - PORCELAIN WALL ARIZONA: CEBU 'GEBU SILVER", II -3/4"X23 -5/8"X3/8", POLISHED FINISH 115 SQ. FT. T G 4,5 GROUT: CUSTOM BUILDING PRODUCTS, #335 "WINTER GRAY", 1/8" MAX GROUT JOINTS G G T4 TILE - VINYL COMP. ARMSTRONG, IMPERIAL TEXTURE, #51111, "CLASSIC WHITE", 12"X12"XI/8" G G 3 T5 TILE - VINYL COMP. AZROGK, #V5-300,. "BLACK", CHEMICAL RESISTANT, 12"X12"XI/8" G G - UI UPHOLSItRY FABRIC MAJILITE: FINE SE #JILGV, "PEARL PLATINUM" 7 T 14 1/2 UPHOLSTERY FABRIC, MAJILITE: FINE5fi #JILGV, "PEARL PLATINUM" T T 14 WGI WALLGOVERING TRIKES:TD5 2021, "CUSTOM", 54'W 42 LIN.YDS. T G 1 WC2 WALLGOVERING TRIKES:AGLOW #25E-1142, "..ET' 54'1 55 LIN.YDS. T G 1 P152 WOOD STAIN MAPLE STAINED TO. MATCH WILSONART #1211-60 'SLATE GRAY" F F REMAWCS 1 RUBBER BASE HAS APPROXIMATE 2-3 PEEK LEAD TIME. BURKE 800-441-8442. 2 CARPET MEETS ASTM -E-648-01, GLASS A SPECIFICATIONS. 3 TRANSITION STRIP AT CARPET TO VINYL COMPOSITION TILE, 4 ALL EXCESS MATERIALS ARE TO BE STORED ON DECK - - - - 5 T.6.G. SHALL VERIFY QUANTITY TAKE -OFF WITH ZALE PROJECT REPRESENTATIVE WITH SUBMISSION OF BID. 6 INSTALL BASE ON SHOWCASE TOE KICK. 1 WALLGOVERING MEETS ASTM -E-84. 8 FLOORING CONTRACTOR SHALL DETERMINE TOTAL AMOUNT OF BASE NEEDED FOR SHOWCASES AND WALLS. REFER TO ROOM FINISH SCHEDULE FOR ALL BASE APPLICATIONS. 1 WALL GROUT JOINTS TO MATCH AND ALIGN WITH FLOOR GROUT JOINTS. 11 FLOORBOARD FABRIC MEETS ASTM -84-84A. 12 PLASTIC LAMINATE THICKNESS SHALL COMPLY WITH THE MANUFACTURERS RECOMMENDATIONS FOR THE SPECIFIC APPLICATION. 14 UPHOLS 1 EKY FABRIC MEETS NFPA 260A NFAG) GLASS 1 SPECIFICATIONS. 11 CEILING MEETS GLASS "A" FLAME SPREAD REQUIREMENTS. PULL-OUT TENSION VALUE EXCEEDS 300 POUNDS. GENERAL NOTES * T.G.C. shall prepare substrate and install all materials per manufacturer's recommendations unless otherwise noted below in the Installation Notes. No asbestos containing materials shall be used in the installation of any material used in the Project. * No substitutions allowed without written authorization from Tenant's authorized representative. Samples / cut sheets must be submitted. * All quantities noted on this schedule are for Zale Corporation internal purposes only. T.G.G. Is responsible for determining all quantities necessary for purchase and/or Installation of materials. INSTALLATION NOTES ACOUSTIC LAY -IN CL6. Install In accordance with ASTM 0636 and manufacturer's Instructions with 48" hanger spacings suspended from structure above - do not attach to roof or floor deck. Provide 10 additional telling tiles boxed for future use. At tegular ceilings, notch all cut tiles to match factory tegular edge. CARPET Floor must be smooth surface and clear of all debris. Carpet Tile with integrated adhesive (Tractlonback). Install h one direction even If different from manufaturers Instructions. Roll all edges and seams. Installation shall conform to the Standard for Installation of Textile Floorcovering Materials developed by the Carpet and Rug Institute. No additional adhesive required. FLOORBOARD FABRIC Install over Upson board. Stretch fabric tightly over face 04o sags or pulls). Wrap fabric a minimum of 1" onto back side of board panel and stTle only for easy fabric replacement. Staples must not show through fabric at front side. POR0IWCERAMIG TILE Installation shall comply with ANSI standard A 108 and TGA (Installation Handbook for porcelain Tile). Use unsanded grout with 1/8" max joints. The grain shall run horizontally on walls and parallel with lease line on floors. FLOOR TILE - use medium mortar bed. A fast -setting latex hydraulic mortar (Nape! Grani/Rapld or equal) may be used on horizontal surfaces. WALL TILE - Use Mapes Type 1 Premium Dispersable tile adhesive or equal. Maximum Ilppage between tiles of I/32". Joint sizes may vary slightly at columns to accommodate full coursing edge to edge, but should never exceed 3/16". PAINT T.G.G shall tape/bed and/or patch/repair walls as required to receive new finishes. Prepare interior surfaces as follows: DRYWALL/PLASTER (WALLS) - I coat latex primer (5.11. Pro Mar 200, B.M. Quick Dry Prime Seal), 2 coats latex eggshell enamel (5.11. Pro Mar 200, B.M. Regal Aquavelvet) METAL - 1 coat alkyd metal primer (5.11. Ken Kromlk B50-111, B.M. Ironclad Retcrdo), 2 coats latex eggshell enamel (5.11. Pro Mar 200, B.M. regal Aqualvelvet) WOOD - 1 coat alkyd enamel undercoat (5.11. Pro Ma- 200, B.M. Moore's Alkyd Enamel Underbody), 2 coats alkyd semi -gloss enamel (531. Pro Mar 200, B.M. Alkyd Dulamel). DRYWALL/PLASTER (CEILINGS 4 SOFFITS) - 1 coat latex primer (S.W. ProMcr 200, B.M. Quick Dry Prime Seal), 2 coats vinyl latex flat (5.11. Pro Mar 200 latex flat 830 11200 series, B.M. Regal Wall Satin). BARRICADE ONLY: Prepare as follows: 1 coat latex primer (5.W. Pro Mar 200, B.M. Quick Dry Prime Seal), 2 coats latex semi gloss enamel (5.11. Pro Mar 200, B.M. Regal Aquavelvet) PLASTIC LAMINATE FIIl all seams with "Seamfil" to match plastic laminate when required. Installation shall comply with the guidelines of the Architectural Woodwork Institute and the National Association of Store Fixture Manufacturers. VINYL COMP. TILE Floor must be smooth surface and clear of all debris. Install with an adhesive recommended by the manufacturer. Rolled on only. Do not use trowel. WALLCOVERING If nevi wallcovering is shown on any existing textured walls, T.G.G. to sand off existing texture to ensure a smooth, even surface and size wall as required for installation of new walicovering. T.G.G. to remove all existing wallcoverings and patch/ repair wails as required to receive new finishes. bt 184 0 1l RECEIVED CITY OF TUKWILA JUL 2 2 2013 Q LU 0 LY t.t.J D c7 z Ont UU ....' `c rn co /E PR .: 130231 1 LIA ___1 id l<Q- ..t(N �OK NOV 6opIYO0 SG1-1EPULES STORE NO. 0455 SHEET: AS.0 PERMITCENTER ♦ NOTE: T.G.G. SHALL NOT ATTACH TO OR PENETRATE METAL DECKING. ALL GRILLE DOORS SHALL BE SELF-SUPPORTING AND NOT BE SUSPENDED FROM STRUCTURE ABOVE. NOTE: T.G.G. SHALL NOT ATTACH TO OR PENETRATE METAL DECKING. ALL GRILLE DOORS SHALL BE SELF-SUPPORTING AND NOT BE SUSPENDED FROM STRUCTURE ABOVE. NOTE: T.G.G. SHALL NOT ATTACH TO OR PENETRATE METAL DECKING. ALL GRILLE DOORS SHALL BE SELF -SNORTING AND NOT BE SUSPENDED FROM STRUCTURE ABOVE. 3/4" FIRE RATED PLYWOOD AT TOP OF TENANT STOREFRONT ON 3 5/8" METAL STUDS - PAINT TO MATCH MALL CONCOURSE - TYPICAL LANDLORD BULKHEAD- T.6.G. TO VERIFY EXISTING CONDITION 3/4" FIRE RATED PLYWOOD AT TOP OF TENANT STOREFRONT ON 3 5/8' . METAL STUDS - PAINT TO MATCH • MALL CONCOURSE - TYPICAL LANDLORD BULKHEAD- T.6.G. TO VERIFY EXISTING GONDITION 3/4" FIRE RATED PLYWOOD AT TOP OF TENANT STOREFRONT ON 3 5/8" METAL 5TUD5 - PAINT TO MATCH MALL CONCOURSE - TYPICAL LANDLORD BULKHEAD - T.6.0. TO VERIFY EXISTING CONDITION T.G.G. TO INSTALL 1/2'x1/2' ALUMINUM 'L' SHAPE SCHLUTER STRIP AT TOP, PER LANDLORD 12"X24"X3/8" TILE ON 5/8" FIRE RATED AND WATER RESISTANT GYP. BD. ON 3 5/8" 20 GAUGE METAL STUDS AT 16' ON CENTER - POLISH ALL EXPOSED EDGES WHEN MARBLE OR GRANITE IS USED 12"X24"X3/8' TILE ON 5/8' FIRE RATED AND WATER RESISTANT GYP. 612. ON 3 5/8' 20 GAUGE METAL STUDS AT 16" ON CENTER - POLISH ALL EXPOSED EDGES WHEN MARBLE OR GRANITE IS USED 3 5/8' METAL STUDS- EXTEND TO STRUCTURE ABOVE 12"X24"X3/8" TILE ON 5/8" FIRE RATED AND WATER RESISTANT GYP. BD. ON 3 5/8" 20 GAUGE METAL STUDS AT 16' ON CENTER - POLISH ALL EXPOSED EDGES WHEN MARBLE OR GRANITE IS USED 3 5/8" METAL STUDS - EXTEND TO STRUCTURE ABOVE LANDLORD RETIRES T.S.C. TO PROVIDE 516N PACKAGE FOR LANDLORD APPROVAL 3/4" ALL THREAD TO 3 5/8" METAL STUD FRAMING ABOVE 1-IEAPER BEAM - REFER TO FRAMING DETAILS HEADER BEAM- REFER TO FRAMING DETAILS I/A5.0 LANDLORD REQUIRES T.S.C. TO PROVIDE SIGN PACKAGE FOR LANDLORD APPROVAL REVERSE CHANNEL EDGE LIT LED SIGN. LETTERS FURNISHED AND INSTALLED BY T.S.C. ON TILE REVERSE CHANNEL EDGE LIT LED SIGN. LETTERS FURNISHED AND INSTALLED BY TS.G. ON TILE REVERSE CHANNEL EDGE LIT LED SIGN. LETTERS FURNISHED AND INSTALLED BY T.S.G. ON TILE i 8/A5.1 5/8" FIRE RATED GYP. BD. ON 3 5/8" METAL 51105 5/8" FIRE RATED GYP. BD. ON 3 5/8" METAL 511E25 LIGHT FIXTURE - REFER TO LUMINAIRE SCHEDULE J �i 8/A5.1 5/8" FIRE RATED GYP. BD. ON 3 5/8" METAL STUDS z a z 5/8" FIRE RATED GYP. BD. ON 3 5/8" METAL STUDS, PAINT STO'� SIDE MALL SIDE STORE SID S 7' CENTERLINE OF SLIDING GRILLE MALL SIDE N 0 5/8" FIRE RATED GYP. BD. ON 3 5/8" METAL STUDS, PAINT 1/2" CLEAR TEMPERED GLASS FURNISHED AND INSTALLED BY T.G.G. STORE SID MALL SIDE 0 s s LINE OF FLOOR SLIDING GRILLE POCKET DOOR MI LINE OF FLOOR SECTION AT STOREFRONT - OVERHEAD GRILLE 11/2" = 1'-0" SECTION AT STOREFRONT - SLIDING GRILLE Z0801^1O4-102011 1 1/2" = I' -O" SECTION AT STOREFRONT FULL HEIGHT GLASS ZOS01/40q-102011 11/2" = 11-0" 1)13 I 'Z,L( REVIEWED FOR CODE COMPLIANCE APPROVED Xu so IJUL 2 9 2013 City of Tukwila BUILDING DIVISION Z080WOq-102011 RECEIVED CITY OF TUKWILA JUL 2 2 2013 PERMIT CENTER J -J \46 1` rn � 111 /E "O'SGT NO.: 130231 0 m O <r°l Uw4 UI 4f n I- v� Nootflk 012 #0 0 N z 0 w z 0 STORE NO. 0455 SHEET: t ,44.0 FASTEN FULL -HEIGHT TRACK TO BOXED BEAM AT 3" O.G. MAX. 3625162-54 '41.(2_00T125-54 SCHEDULE. (2)#I0 SGRE115 EA. FACE STEEL THICKNESS XX)UUUU<-33 = 20 GA. XXXXXXX-43 = 18 6A. XXXXXXX-54 = 16 GA. XXXX)UU<-68 = 14 GA. XXXXXXX-q7 = 12 GA. BOXED BEAM, STUDS AND TRACKS TOP AND BOTTOM, SEE SCHEDULE. 362TI25-54 reE 0112 . (3C625162-54 REFER. SCHEDULE. (2)3621125-54 (OR) (2)6001125-68 (NESTED) TO FORM POST BASE. ATTACH TO CONCRETE SLAB WITH (4) HILT? 5DF 22P8T FASTENERS. STOREFRONT OPEN I NG FRAM I NG DETA I L 3/4" - 1'-0" PAINTED 5/8" FIRE RATED 6YP.BD. €11 N METAL FRAMING PAINTED 5/8" FIRE RATED GYP.BD. CAULK TO MATCH TILE GROUT WOOD BLOCKING STYLMARK #110 HEADER- FINISH NOTES: I. STOREFRONT HEADER TO BE SELF SUPPORTED WITH LATERAL BRACING BACK TO LANDLORDS STRUCTURE ABOVE AT 48" O.G. MAX. AND AT EA. END OF BOXED BEAM, SEE DETAILS ON A4.0. 2. NO PUNGHOUTS ALLOWED WITHIN 6" OF THE COLUMN SUPPORTS. 3. ALL SCREWED CONNECTIONS SHALL BE MADE USING #10 MIN. TEK SELF -DRILLING, SELF -TAPPING TYPE SCREWS. 4. ALL LIGHTWEIGHT STRUCTURAL FRAMING COMPONENTS AND ACCESSORIES SHALL BE OF THE TYPE, SIZE, AND SPACING SHOWN ON THE DRAWINGS, AND BE MANUFACTURED BY UNIMAST INCORPORATED (OR EQUAL). UNIMAST STEEL FRAMING PRODUCT IDENTIFICATION NOMENCLATURE: XAMPLEi ®TRACK SIZE STUD/TRACK 162 LEG SIZE GAUGE BOXED BEAM SCHEDULE / / \ SPAN SIZE REMARKS END BEARING STUDS UPTO 8'-0" (2)6005162-54 IN/ 3621125-68 TYP 362TI25-68 T4B 8'-0" TO (2)8005162-68 W/ 3621125-68 TYP 12'-O" 362TI25-68 T4I3 I2'-0' TO (2)12005162-54 W/ WEB STIFFENERS 3621125-68 TYP I6'-0" 362TI25-68 T4B AT 32' O.G. MA)( 16'-O" TO (2)14005200-68 W/ WEB STIFFENERS 6001125-68 TYP 20'-O" 600TI25-68 T4B AT 32' O.G. MAX 20'-0" TO (2)16005200-66 W/ WEB STIFFED 6001125-68 TYP 24'-0" 600TI25-68 T4B AT 32' O.G. MAX 24'-0" TO (2)16005200-ql W/ WEB STIFFENERS 6001125-68 TYP 30'-0" 600TI25-68 T4B AT 32' O.G. MAX STYLMARK #226024 AND #226025 GLAZING HAD DETAIL AT FULL HEIGHT GLASS 6" = I'-0" 50841201-082811 FLOOR TILE STYLMARK # 226024 AND #226025 GLAZING STYLMARK *110482 SILL- FINISH 0 STYLMARK SETTING BLOCK STYLMARK #110358 ANCHOR LINE OF FLOOR TILE LINE OF SLAB FLOOR DETAIL AT FULL HEIGHT GLASS 6' = ILO" 5064003-012611 INTERMEDIATE POST WITH DROPLOGK AS REQUIRED RUSTPROOF LOGKSTRIKE / / / / / / / / / 50511207-Og2q 11 • / / / / / / WOOD BLOCKING TYP. HEAD TRACK FASTENED TO METAL STUDS AND WOOD BLOCKING / / / / EGRESS DOOR NOTES: I. FENCE ENLARGED PLAN DETAILS FOR DIMENSIONS. 2. COORDINATE MINIMUM CLEARANCE WITH GRILLE MANUFACTURER. 3-5/8" METAL STUDS, TYP. SLIDING GRILLE FRAMING / SUPPORT DETAIL 3/4" = I'-0" 50511205-0412811 / / / / \ \ / / \ / / / / / `. I 0 rn / . Rg 5'-6 7/8' (LEXAN PANEL) -( • GRILLE INTERMEDIATE POST WITH DROPLOGK AS REQUIRED EGRESS DOOR IN SLIDING GRILLE 1/2" = I'-0" GRILLE RUSTPROOF LOGKSTRIKE EGRESS POST WITH DROPLOGK GRILLE N iG THUMBT U RN EMERGENGY EGRESS RELEASE MAN DOOR DETAIL -SLIDING GRILLE N 00 STOREFRONT ELEVATION, SHEET A2.0 w LU ROTE: 1/4' MAXIMUM JOINT BETWEEN GLASS PANELS.�T.G.G. TO PROVIDE IDE METAL GLASS CLIPS. REFER TO ELEVATIONS FOR QUANTITY AND LOCATIONS. 3 5/8' METAL FRAMING 2x6 FIRE RETARDANT BLOCKING ENTIRE LENGTH OR TRACK BLOCKING AS REQUIRED ENTIRE LENGTH OR TRACK 116. CLOSURE LINE AND — TRACK CENTERLINE 2" TRACK FASTENED TO 2x6 BLOCKING WITH 1/4" LAG BOLTS AT 18" ON CENTER HEAD TRACK AT HORI Z SLIDING GRILLE 3" = I'-0" P083D01-0g2511 / I/4" MAX STYLMARK 11510512 ROUND METAL GLASS CLIP - 180° STYLMARK SILL BELOW 1/2" CLEAR TEMPERED GLASS BY T.G.G. GLASS 'LIP DETAIL AT IN-LINE BUTT JOINT 6" = I'-0" 50841704-102111 WALLGOVERIN6 SUPPORT TUBE FACE OF FINISH MATERIAL TO BE SET BACK 1/8' FROM FACE OF GRILLE GUIDES. ALIGN I/4"xI/4" MAX. METAL ANGLE. COLOR TO MATCH GRILLE GUIDE. APPLY OVER FINISHED MATERIALS. GRILLE GUIDE TILE OR MARBLE MASTIC PLAN DETAIL AT GRILLE GUIDE 6" = I'-0" 50831201-102111 NOTE: 1/4' MAXIMUM JOINT BETWEEN GLASS AND WALL. STYLMARK SILL BELOW ■ WALLGOVERING ON 5/8" FIRE RATED GYP. BD. ON METAL STUDS _____--c1/1611 SINGLE CHANNEL STYLMARK #110022. GENTERED ON GLASS. EXPOSED SIDES TO BE FINISHED MI . 1/8 . V : I/2" CLEAR TEMPERED MAX. . _ _ GLASS BY T.G.G. CENTERED ON STYLMARK BASE. TILE ON 5/8' FIRE RATED WATER RESISTANT GYP. BD. ON METAL STUDS 8 GLASS DETAIL AT WALL JAMB 6" = 1'-0" 8y 5084PO4-102111 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 9 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 2 2 2013 PERMIT CENTER 1, W 4a) 3� gr i««« 0 Q 1 14 ELIA lEx.e( � lei 0 NAV (-60p t)0 0 O PETA I LS BOTTOM OF SAFE- WITH TWO PRE -DRILLED I/2" DIA. HOLES NEAR FRONT OF SAFE- T.G.G. SHALL DRILL HOLES IF THEY DO NOT EXIST 3/8"x33/4' RED HEAD �- WEDGE ANCHOR (TWO PER SAFE) ` :E— FLOOR SLAB 4. SAFE BOLT DOWN 'ETA I L 3" = I'-0" i GYP. BD. PARTITION - REFER PARTITION SCHEDULE BLOGKING KNOCK DOWN METAL FRAME HEADER - I6 GA. UPRIGHTS - 16 6A. ANCHOR HOLLOW METAL FRAME HEAD/JAMB 3" = I' -O" 5062001- 012911 NOT USED SGHLUTER RENO U TRANSITION #EBUI00 (BRUSHED STAINLESS STEEL) FILL BELOW TRANSITION STRIP WITH EPDXY/THINSET. PROVIDED AND INSTALLED BY T.G.G. VGT TILE CARPET - FEATHER EPDXY/II-ONSET / BACK I'-0" FOR FLUSH CARPET TRANSITION cs NOTE: T.6.C. 15 RESPONSIBLE FOR MAINTAINING A FLUSH TRANSITION BETWEEN FINISHES WHICH MAY INCLUDE, BUT 15 NOT LIMITED TO, CHIPPING OUT OR LEVELING OUT EXISTING CONCRETE IN TENANT'S LEASE SPACE OR MALL FINISH. tt TRANSITION CO CARPET/VGT FLOORINGS FULL SCALE 5016005-102312 /4" WALL OR SHOWCASE. REFERENCE DRA11IN65 zI0 WOOD BASE FURNISHED BY T.F.G. AND INSTALLED BY T.G.G. CARPET 11111111111111111111111111111111111111111111111111 WOOD BASE 'ETA I L 6" = I' -O" Z064001-103112 3/4" PLYWOOD PAIN I El) TO MATCH WALL MOUNTED WITH TOGGLE BOLTS. NOTES: • FIRE EXTINGUISHER MUST NOT EXTEND ABOVE TOP OF BOARD. • FIRE EXTINGUISHER SHALL BE 10 POUND, CHEMICAL TYPE ABG, BY T.G.G. • MOUNT INSIDE WORKROOM NEAR DOOR. FIRE EXTINGUISHER MOUNT ING'ETAIL 1" = I,-0" 5105001-100110 METAL STUD TILE ON 5/8" FIRE RATED / WATER RESISTANT GYP. BD. ON METAL STUDS EXISTING NEUTRAL PIER / BULKHEAD TO REMAIN 1/2" X I/2' ALUMINUM "U" CHANNEL DETAIL AT STOREFRONT REVEAL = I'-0' 5083002-102111 FEATHER CONCRETE BACK I'-0" MIN. FOR 1/ 11 VARIES FLUSH CARPET TRANSITION. 3/8" SCHLUTER SHIENE ALUMINUM TRANSITION. #AEIOO SATIN ANODIZED ALUMINUM, PROVIDED BY T.G.G. CARPET. REFER TO MATERIAL SCHEDULE. r —TILE. REFER TO MATERIAL SCHEDULE. ANCHOR NOTE; T.G.G. 15 RESPONSIBLE FOR MAINTAINING A FLUSH TRANSITION BETWEEN FINISHES WHICH MAY INCLUDE, BUT 15 NOT LIMITED TO, CHIPPING OUT OR LEVELING OUT EXISTING CONCRETE IN TENANT'S LEASE SPACE OR MALL FINISH. TRANSITION @ CARPET/HARD FLOOR NCS FULL SCALE 5016001-092111 T.G.G. TO PROVIDE AND INSTALL WATER PROOF MEMBRANE PER MANUFACTURERS INSTRUCTIONS. MEMBRANE TO BE "LATIGRETE x235 WATER PROOFING MEMBRANE." MODIFIED THIN SET MORTAR TO BE USED WITH CERAMIC TILE INSTALLATION. WATER PROOF MEMBRANE SHOULD WRAP UP WALL 4" ON SHEETROGK. PARTITION MARLITE (FRP.) PANEL 4" DOVE BASE OVER MEMBRANE TILE FLOOR THIN SET MORTAR WATER PROOF MEMBRANE DETAIL OF WATERPROOF MEMBRANE 1-1/2"=1'-0" 5013004-043012 EXPOSED EDGE AT LAP JOINT TILE TO OCCUR AT RETURN SURFACE ONLY, NOT AT MALL OR STORE SIDE, TYP. STORE SIDE 5110002-011210 tu Lu LAP JOINT, _'-1_� ALIGN FACTORY rkt" EDGE Cel) PLAN DETAIL AT LAP TILE JOINT 411 6" = ILO" 5013002-102111 SHOWCASE STRAIGHT RUBBER SHOWCASE BASE PROVIDED AND INSTALLED BY T.G.G. REF. MATERIAL SCHEDULE. I/8' NOTE: T.G.G. SHALL DETERMINE TOTAL AMOUNT OF BASE NEEDED FOR SHOWCASES AND WALLS. REFER TO ROOM FINISH SCHEDULE FOR ALL BASE FINISHES. T.6.G. TO GUT BASE DOWN A5 NEEDED FOR SHOWCASE BASE 50 THAT IT 5175 FLUSH UNDER THE TOE KICK. CUT BASE AT TOP. l SHOWGAS►E ,RUBBER BASE DETAI L 6" = I'-0" Z016001-102111 SECTION ELEVATION GYP. BD. SOFFIT TILE /2" GOAT HOOKS WOOD I X 4 (NO HOOKS); PAINT TO MATCH WALL FOR LOCATION REF. FLOOR PLAN. PROVIDED 4 INSTALLED BY T.G.G. 5101001-012111 GONTINOUS SOFFIT/FASCIA MOLDING AT TILE/GYP. BD. TRANSITION AT STOREFRONT OPENINGS, TYP. SCHLUTER; RENO -T, #T1/25AE, SATIN ANODIZED ALUMINUM. DETAIL AT ENTRY SOFFIT TRANSITION b"= I'-0" 5013D01-012111 12 NOT USED TILE BASE PROVIDED BY TENANT INSTALLED BY T.G.G. FLOOR TILE 3/8" WALL TILE BASE 'ETA I L b" = I'-0" Z013D01-102111 t(3 1L( REVIEWED FOR CODE COMPLIANCE APPROVED !JUL 2 9 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 2 2 2013 PERMIT CENTER 1 C7 [.7 Ca Z: o o �S ce �O `6 <««<, N �di ts- v� O oon0 0 0 m O r,ETA ILS STORE NO. 0455 R5.1 N. II I1/2" 5" 5" 5' W I'--6" ELEVATION GYP. BD. SOFFIT TILE /2" GOAT HOOKS WOOD I X 4 (NO HOOKS); PAINT TO MATCH WALL FOR LOCATION REF. FLOOR PLAN. PROVIDED 4 INSTALLED BY T.G.G. 5101001-012111 GONTINOUS SOFFIT/FASCIA MOLDING AT TILE/GYP. BD. TRANSITION AT STOREFRONT OPENINGS, TYP. SCHLUTER; RENO -T, #T1/25AE, SATIN ANODIZED ALUMINUM. DETAIL AT ENTRY SOFFIT TRANSITION b"= I'-0" 5013D01-012111 12 NOT USED TILE BASE PROVIDED BY TENANT INSTALLED BY T.G.G. FLOOR TILE 3/8" WALL TILE BASE 'ETA I L b" = I'-0" Z013D01-102111 t(3 1L( REVIEWED FOR CODE COMPLIANCE APPROVED !JUL 2 9 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 2 2 2013 PERMIT CENTER 1 C7 [.7 Ca Z: o o �S ce �O `6 <««<, N �di ts- v� O oon0 0 0 m O r,ETA ILS STORE NO. 0455 R5.1 N. BULKHEAD ABOVE EXISTING DEMISING WALL FRAMING TILE ON 5/8" FIRE RATED / WATER RESISTANT GYP. BD. ON EXISTING DEMISING WALL METAL FRAMING EXISTING DEMISING WALL FRAMING 5/8" FIRE RATED / WATER RESISTANT GYP. BD. WITH FIRE RATED SEALANT AT FLOOR. NON -LOAD SEARING PARTITION AT STOREFRONT GOND I T I ON TYPE "G" 3 5/8" METAL TRACK, 20 GAUGE. GYP. SD. CEILING. REFERENCE REFLECTED CEILING PLAN FOR HEIGHT. LAY -IN CEILING. REFERENCE REFLECTED CEILING PLAN FOR HEIGHT. 3 5/8" METAL STUDS, 20 GAUGE ® 16" O.G. 3 5/8" METAL TRACK, 20 GA. WITH HILTI DX TYPE NK FASTENERS A 18" O.G. TYP. (PER ICG -es, ESR 1152) 5/8" FIRE RATED GYP. BD. WITH FIRE RATED SEALANT AT FLOOR NON -LOAD BEARING PARTITION TYPE "R" / NOTE: T.G.G. SHALL PROVIDE LATERAL BRACING TO STRUCTURE ABOVE AS REQUIRED. J BULKHEAD ABOVE 3 5/8" 20 GA. METAL TRACK WITH HILTI DX TYPE NK FASTENERS 0 18" 0.G. TYP. TILE ON 5/8" FIRE RATED / WATER RESISTANT GYP. BD. ON 3 5/8" METAL STUDS, 20 GAUGE ® 16" 0.0. 3 5/8" METAL TRACK, 20 GAUGE WITH HILTI DX TYPE NK FASTENERS 18" O.G. TYP. (PER ICG -es, ESR 1152) 5/8' FIRE RATED / WATER RESISTANT GYP. BD. WITH FIRE RATED SEALANT AT FLOOR. NON -LOAD SEARING PARTITION AT STOREFRONT GOND I TI ON TYPE "D" PARTITION TYPES 1 I/2" = l'-0" / NOTE: T.G.G. TO INSTALL 5/8" WATER RESISTANT AND FIRE RATED GYP. BD. AT ALL PLUMBING "WET WALLS " 3 5/8' 20 GAUGE METAL TRACK GYP. BD. CEILING. REFERENCE REFLECTED CEILING PLAN FOR HEIGHT. LAY -IN CEILING. REFERENCE REFLECTED CEILING PLAN FOR HEIGHT. 3 5/8' 25 GAUGE METAL STUD O 16" O.G. 5/8" FIRE RATED GYP. BD. WITH FIRE RATED SEALANT ABOVE AND BELOW DECK. 3/4" FIRE RETARDANT PLYWOOD ON 8O5JI8 METAL JOISTS 0 lb" O.G. SPRINKLER NOTE: ** SPRINKLER CONTRACTOR TO PROVIDE SPRINKLER COVERAGE ABOVE / BELOW DECK AS REQUIRED BY LOCAL CODE. 3 5/8' METAL STUDS, 20 GAUGE 0 16" O.G. 3 5/8" METAL TRACK, 20 GAUGE WITH HILTI DX TYPE NK FASTENERS 18" O.G. TYP. (PER IGC -es, ESR 1152) 5/8" FIRE RATED GYP. 8D. WITH FIRE RATED SEALANT AT FLOOR LOA BEARING PARTITION WITH DECK PARTITION ABOVE TYPE "B" / NOTES: I. T.G.G. SHALL PROVIDE LATERAL BRACING TO STRUCTURE ABOVE AS REQUIRED. 2. T.6.G. TO INSTALL 5/8' WATER RESISTANT AND FIRE RATED GYPBD. AT ALL PLUMBING "WET WALLS." / / GYP. BD. CEILING. REFERENCE REFLECTED CEILING PLAN FOR HEIGHT. 5/8' FIRE RATED GYP. BD. ON 3 5/8" METAL STUDS, 20 GAUGE 0 I6" 0.G. 3 5/8" METAL TRACK, 20 GAUGE WITH HILTI DX TYPE NK FASTENERS 18 O.G. TYP. (PER IGC -es, ESR 1152) 5/8" FIRE RATED GYP. BD. WITH FIRE RATED SEALANT AT FLOOR NON -LOAD SEARING PARTITION TYPE ••E•• / NOTES: I. T.G.G. SHALL PROVIDE LATERAL BRACING TO STRUCTURE ABOVE AS REQUIRED. 2. T.6.G. TO INSTALL 5/8" WATER RESISTANT AND FIRE RATED GYP.BD. AT ALL PLUMBING "WET WALLS' / / LAY -1N CEILING ABOVE SPRINKLER NOTE: ** SPRINKLER CONTRACTOR TO PROVIDE SPRINKLER COVERAGE ABOVE / BELOW DECK AS REQUIRED BY LOCAL CODE. 3/4" FIRE RETARDANT PLYWOOD ON 80SJI8 METAL JOISTS ® 161 O.G. 1 I/4"x4' FIRE RETARDANT WOOD EDGING, PAINT TO MATCH WALL 3 5/8" METAL STUDS, 20 GAUGE 0 16' O.G. 3 5/8" METAL TRACK, 20 GAUGE WITH HILT) DX TYPE NK FASTENERS 18" 0.G. TYP. (PER ICG -es, ESR 1152) 5/81 FIRE RATED GYP. BD. WITH FIRE RATED SEALANT AT FLOOR LOAD SEARING PARTITION WITH DECK ABOVE TYPE ••G•• / NOTE: T.G.G. TO INSTALL 5/8" WATER RESISTANT AND FIRE RATED GYP. BD. AT ALL PLUMf3IN6 "WET WALLS.' / / 6" 20 GAUGE METAL TRACK GYP. BD. CEILING. REFERENCE REFLECTED CEILING PLAN FOR HEIGHT. LAY -IN CEILING. REFERENCE REFLECTED CEILING PLAN FOR HEIGHT. 6" 25 GAUGE METAL STUD 0 16" O.G. 5/8" FIRE RATED GYP. BD. WITH FIRE RATED SEALANT ABOVE AND BELOW DECK. 3/4" FIRE RETARDANT PLYWOOD ON 8OSJI8 METAL JOISTS 0 lb" O.G. PPRINKL ER NOTE: ** SPRINKLER CONTRACTOR TO PROVIDE SPRINKLER COVERAGE ABOVE / BELOW DECK AS REQUIRED BY LOCAL CODE. 6" METAL STUDS, 20 GAUGE 0 16" O.G. 6" METAL TRACK, 20 GAUGE WITH HILTI DX TYPE NK FASTENERS 18" O.G. TYP. (PER ICG -es, ESR 1152) 5/8" FIRE RATED GYP. BD. WITH FIRE RATED SEALANT AT FLOOR LOAD SEARING PARTITION WITH DECK 4 PARTITION ABOVE TYPE "F" S0G2006-102111 REVIEWED FOR :,CODE COMPLIANCE ks. APPROVED IJUL 2 9 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 2 2 2013 PERMIT CENTER A J =11-1 6ggi cc 7 U.1 C) t1-1 JE 1 .: 130231 aJ pL0-� c0 —I Id m< IT" '<( 11 OS ku 01-2 4,k? 0 W Z 0 STORE NO. 0455 SHEET: A5.2 4. STORE EQUIPMENT SCel--1ErPULE 5GH-E 042513 4 0 MARC DESCRIPTION REF L D H QTY FURNISHED BY INSTALLED BY - GAL GONTRAGTOR.L - LANDLORD E - EXISTING T - TENANT F - FIXTURE DONT REMARKS Al A6 AIO Ali MONEY SAFE TW -I5 L.H. 2/A5.I 287e22316'3016' 2 T G OVERHEAD GRILLE DOOR (MOTORIZED) 2 T T 5bb HORIZONTAL SLIDING GRILLE DOOR T T 5,4 BG3 G2 C1 Gq G24 El E3 E6 E8 Eq JI J5 KI LCI LG2 LKR SECURITY DVR WITH MONITOR NOT USED ASSOCIATE BRIDAL STOOL 3 '2.• G T T G BRIDAL CHAIR - STYLEX, "MARK 2" 7 7 7 T G G 4 TASK CHAIR - RECEIVING 7 G 22 HUSBAND CHAIR - STYLEX, "MARK 2" 2 T G 48 6' LADDER AND LADDER HOOK - 46" T QUICK STEP PLATFORM LADDER, BLACK T G GLOBAL GENOA SALESMAN DESK *463214 45" 24" 24" T G MICROWAVE 2311" I71" 14' T REFRIGERATOR, SMALL 11" Iq" Iq" T 2 QUART ULTRA SONIC GLEANER T JEWELER'S WORKBENCH 34" 20" 3gii" T SHOWCASE DISPLAY ELEMENTS IL T T LIFESTYLE COLLAGE I - B/W 12" - 46" T 12,40 LIFESTYLE COLLAGE 2 - B/W 12" _ AGN T 12,40 TRIPLE TIER WARDROBE LOCKER *t1ELI228-3A-PT 12' 12" 78" 2 T G 44 LT2 MS 51 58 512 513 5GD 561 RECTANGLE FOLDING TABLE 48' 24' 24" T G 50 MUSIC SYSTEM BLADE SIGN 5F SIGN -REVERSE CHANNEL EDGE LIT LED 12/F2.I I/F2.I O 3 T T T T T T 26 12 45 GLASS STOREFRONT DECALS I I/F2.I 3 T G 12 INTERIOR ACRYLIC PANEL WITH LOGO 2/F2.I 62" I/2" 2" 2 T G 12 SIGNATURE CAPTURE DEVICE 5 T T SEASONAL GRAPHICS PACKAGE 18" - VARY 2 T 12,40 ZP Z -05K WITH MONITOR T T Z5H ZALE5 FLOOR SIGN HOLDER 2 T T 1 WEIGHT: 383 LBS. REFERENCE 15 FOR SAFE BOLT DOWN DETAIL. DIGITAL KEYPAD, 5 SHELVES AND SHELF CLIPS (ONE SET PER 7W-15). 4 ARMLESS, SATIN CHROME METAL FRAME, UPHOLSTERED SEAT $ BACK, 5H:18', REQUIRES I YD. PER CHAIR OF FABRIC UI. 5 O.H. AND HORIZONTAL SLIDING GRILLES SHALL BE SUPPORTED INDEPENDENTLY FROM LL STRJICTURE EXCEPT FOR LATERAL BRACING. 6 REFERENCE ARCHITECTURAL DETAILS FOR KEY SWITCH AND EMERGENCY RELEASE DEVICE LOCATIONS. 8 MOTOR AND MANUAL OPERATED O.H. GRILLE: METRO DOOR: CURTAIN: M-4 PATTERN WITH 5/16" DIAMETER HORIZONTAL ALUMINUM RODS SPACED 1-3/4" ON CENTER, 3/4" VERTICAL ALUMINUM LINKS SPACED AT q' ON CENTER, MILL FINISH. BOTTOM BAR: 2' WIDE X 3-1/2" HIGH ALUMINUM EXTRUSION, FINISH TO BE CLEAR ANODIZED. BOTTOM BAR FLANGE PLATE: 4-1/2" WIDE ALUMINUM EXTRUSION, FINISH TO BE GLEAR ANODIZED GUIDES: I-3/8" X 2-1/2" ALUMINUM EXTRUSIONS WITH RETAINERS FOR CONTINUOUS END LINKS, FINISH TO BE GLEAR ANODIZED LOCKING: CENTER MOUNTED 2 POINT MORTISE "U -CHANGE' CYLINDER LOCK. LOCKING INTO BOTH JAMBS SIMULTANEOUSLY FROM ONE CYLINDER ON MALL SIDE. THUMB TURN WITH SECURITY GUP ON STORE SIDE FOR EMERGENCY EGRESS. MOTOR OPERATION: (IF REQUIRED) UL APPROVED HIGH TORQUE MOTOR, BRAKING SYSTEM, SELF LOCKING GEARING AND ELECTRICAL SAFETY AND INTERNAL INTERLOCK. PANIC DEVICE: ONE PER GRILLE KEY SWITCH: FLUSH MOUNTED "SPADE SAVER U -CHANGE" CYLINDER, ONE ON EACH SIDE OF OPENING PER GRILLE FINISH TO BE BRUSHED ALUMINUM. STRUCTURAL SUPPORTS: 3" X 3' X I/8' STEEL TUBES, MILL FINISH. q HORIZONTAL SLIDING GRILLE: METRO DOOR: CURTAIN: EGONOGUARD, MILL FINISH. TRACK: RECESSED SUPPORT STRUCTURE BY T.6.G., EXTRUDED ALUMINUM. LEADING EDGE POST, TOP AND BOTTOM LOCKING ON MALL SIDE: "U -CHANGE' CYLINDER. TENANT SIDE: THUMB TURN WITH SECURITY GUP. INTERMEDIATE POST: BOTTOM LOCKING, WITH "U -CHANGE" CYLINDER TRAILING EDGE POST, TOP AND BOTTOM: LOCKING WITH 'U -CHANGE" CYLINDER EACH SIDE. FLOOR STRIKE: DUST PROOF FLUSH MOUNTED, CHROME. IF THIS HORIZONTAL SLIDING GRILLE 15 A REQUIRED EXIT, GRILLE 15 TO HAVE AN EMERGENCY EGRESS DOOR 12 REF. ARCHITECTURAL ELEVATIONS AND FIXTURE PLAN FOR LOCATION. 22 UPHOLSTERY TO BE MANUFACTURER'S STANDARD BLACK. 26 PLAYNETWORK INC. BRIAN REIMER (425 -62q -215q) 40 CHAMELEON MAGNETIC GRAPHICS. 41 REFER TO BARRICADE NOTES FOR INSTALLATIOWSPEGIFIGATIONS, RCI ER TO ELEVATIONS FOR PLACEMENT. 45 REFERENCE 5I6N DETAIL FOR DOLOR SPECIFICATIONS. 48 ARM CHAIR SATIN CHROME METAL FRAME, UPHOLSTERED SEAT 4 BACK, SH:I8', REQUIRES 1 YD. PER CHAIR OF FABRIC U2. 44 ASSEMBLED TRIPLE TIER LOCKER WITH CLOSED END BASE, MULTI USE ELECTRONIC LOCK AND MASTER OVERRIDE KEY. 50 FOLDING TABLE INCLUDES 2 FOLDING CHAIRS. 41P' 1* 5GH-F A STORE IXTUS 042313 ❑ MARK z�L ( 10110 PESO ON QTY FURNIMED BY 6 - . CONTRACTOR LL - LANDLORD INSTALLED BY E - EXISTING F - FIXTURE GOVT. T - TENANT REMARKS GI CUSTOM FIXTURE - REF. 10/F2.0 2 F G 5 2 PIP2,WI,V42, ETC. NOTED ON PLAN AT PAY COUNTERS AND GI,G2, ETC. NOTED ON PLAN AT UPPER CABINETS DESIGNATE MODULAR COMPONENTS USED FOR FIXTURE. REFER TO PAYCOUNTER FIXTURE MANUAL. 3 FINISH TO MATCH EXISTING MILLWORK FINISH. 4 MAKE PAYCOUNTER SAME WIDTH AS ADJACENT ENDPANEL. 5 FIXTURE TO BE 3" HIM -ER THAN ADJACENT SHOWCASES. 6 TPATOO MODIFY SIZE OF FILLER TO ACCOMODATE 40 DEGREE R. q T.G.G. TO INSTALL WOOD BASE ON CUSTOMER SIDE OF SHOWCASE REFER TO ROOM FINISH SCHEDULE FOR SALES AREA WALL BASE FINISH. WOOD BASE ONLY TO BE FURNISHED BY T.F.G. G2 CUSTOM FIXTURE - REF. 8/F2A 4 F G - G3 CUSTOM FIXTURE - REF. 6/F2.0 I F G - E2 2' ENDPANEL ®51TDOWN 1 F 6 E5 2' FRONT LOAD ENDPANEL 5 F G - ET END TABLE 1 F G - ELG SHOWCASE END LE& COVERS ALL F F - F6 6" SIT DOWN FILLER W/ GROMMET 1 F G - F45 40° FRONT LOAD FILLER 11/ STORAGE it GROMMET 1 F G 6 Fq6 q0° FRONT LOAD FILLER 1 F 6 - GENERAL NOTES: * T.G.G. to level and bolt all fixtures. Refer to fixture reference drawings for additional Information and fixture details. Showcase series with fluorescent Ilghtralls on employee side and LED Ilghtralis on customer side of showcase. * T.G.G. to unload store fixture deliveries and transport to store location. * T.G.G. to install filler pads between showcases with silicone glue. A PA PAYCOUNTER I F G 2 PB PAYCOUNTER 1 F G 2 PC PAYCOUNTER - CUSTOM I F G 2,4 PD2 POCKET DOOR, LAMINATE - REF. 5/F2.0 2 F G - PK SHOWCASE PUCKS ALL F F - PST PAYCOUNTER / SHOWCASE SCRIBE TRIM #ZZPT 3 F G 3 RV 3/6" SHOWCASE METAL REVEAL ALL F F - 5F4 4' FRONT LO . • NON-SEGURI . •WCASE F G - SFS 5' FRONT LO NON -SECURITY - •WGA5E F G - 5D4 4' SITDOWN SHOWCASE e I F G - 5D5 5' SITDOWN SHOWCASE 6 F G - Sql q0° CORNER SITDOWN SHOWCASE 4 F G - 57I PAD HOLDER o SHOWCASE 1 F G - 5F SHOWCASE FLOORBOARDS ALL F G - 10 WOOD 1 .._- OR = ' ' - . 1 • .I A5 REQ1 G • 0 1 RELOCATE ALL JEWELER'S EQUIPMENT AND REPAIR SAFE FROM EXISTING STORE ..—..—..—..—..—..—..—.._..—..-..5fX-5.1/2—..—..—..—..—..—..—..—.._..—..—..—.. FXP=0455-PLN bki- REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 9 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 2 2 2013 PERMIT CENTER 1 44 -Lc h6EgNi W� 0 5 m 0 W 2 4 J X IL STORE NO. SHEET: 0455 I.o FRONT OF SHOWCASES LL 3/8" METAL REVEAL i• • •\ • • •\ • • • • •• • 1 3/8� AL O4 % FRONT OF SHOWCASES.' REF. FIXT. PLAN CiO ° CORNER CORNER FILLER SHOWCASE DETA IL I" = I' -D" 3' CONTINUOUS PIANO HINGE 3/A5.0) LINE OF ENTRY SOFFIT NOTE: PLASTIC LAMINATE DOOR, FRAME, ALL HARDWARE, INCLUDING HINGES, LATCH, AND DOOR PULL TO BE FURNISHED BY T.F.G. AND INSTALLED BY T.G.C.- REFER .6.G:REFER TO PLAN DETAIL AND STOREFRONT SECTION FOR DIMENSIONS. (L SLIDING GRILLE DOOR PLASTIC LAMINATE- REF. MATERIAL AND ROOM FINISH SCHEDULES EDGE PULL DOUG MOGKETT #DP3B SATIN CHROME LINE OF FINISHED FLOOR. POCKET DOOR ELEVATION - LAMINATE 3/4" = 11-0"3/8i 211 Z I23D04-102111 CUSTOM LENGTH 2' END PANEL WITH 3/8" REVEAL. OVERALL LENGTH OF 65-1/4". PROVIDED BY T.F.G. AND INSTALLED BY T.G.G. 2 3/8" 'C2END PANEL ELEVATION AT FRONT LOAD CASE 1"=1'-0" G2 ZI23006-102111 CLEAR SILICONE (FIELD VERIFY) STYLMARK TRIM #110030, I/2" X 1/2" ANGLE, TYP. AT FRONT OF TOP GLASS. FURNISHED BY T.F.G. AND INSTALLED BY T.G.G.- REF. MATERIAL SCHEDULE FOR FINISH CLEAR SILIGONE SHOWCASE "3-11" #4x49 V.H.B. TAPE, 41________ j I/8' x 1/4' BLACK, TYP. FRONT d BACK SHOWCASE VERTICAL AND HORIZONTAL SAFETY GLASS: 1/4" CLEAR LAMINATED GLASS WITH .030 FILM. CLEAR SILICONE C.5) SHOWCASE GLASS REPLACEMENT DETAIL FULL SCALE 5056DOIR-040c112 31_./11 2" / 2'-8" EQUAL / EQUAL // cn sir / 2 / • • •• • s. • • ••• LAMINATED GLASS TOP $ FRONT I'-81/8" O BRUSHED CHROME PULL KNOBS W/ LOCKABLE DOORS DOORS WITH CONCEALED PIANO HINGES (LIKE PAYCOUNTER DOORS) • • • • • • \ / • / \N.,/ THREE ADJUSTABLE SHELVES 4" HIGH BASE CUSTOM CABINET "C3" ELEVATION = 11-O" G3 - 021813 LAMINATED GLASS TOP 4 FRONT STYLMARK 1/2" X 1/2" ANGLE #110030 - REF. MATERIAL SCHEDULE FOR FINISH STYLMARK 1/2" "U" CHANNEL #1105T1 - REF. MATERIAL SCHEDULE FOR FINISH STAINED WOOD - REF. MATERIAL SCHEDULE RUBBER BASE - REF. MATERIAL SCHEDULE SECTION AT SIT-DOWN SHOWCASE I 1/2"=11-0" 11-O" DOORS WITH CONGEALED OHPAYGOUNTER NGESDORS) THREE ADJUSTABLE SHELVES k ON STANDARDS m ' It I je ION JA, 4" HIGH BASE Z12300S-101411 Cip CUSTOM CABINET "C3" SECTION _ G3 - 030613 I2'-2 1/4" I' = I'-0" Zr) CUSTOM ISLAND FIXTURE 'CI '-ELEVAT I ON 1" = 1'-011 GI 9 1 N ;4- • 11-10" 11-5N I'-4" 1'-8' a N BASE- REF. MATERIAL SCHEDULE SECTION AT FRONT LOADING SHOWCASE I I/2"=I'-O" Z123008-032513 X CUSTOM CENTER ISLAND FIXTURE. FIXTURE TO BE 3" HIGHER THAN FRONT LOAD SHOWCASE. OVERALL LENGTH OF I0' -I 3/8' TO SPAN LENGTH OF 2 SHOWCASES. PROVIDED BY T.F.G. AND INSTALLED BY T.6.G. 1/4" leg REVIEWED FOR CODE COMPLIANCE APPROVED 'JUL 2 9 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 2 2 2013 PERMIT CENTER CUSTOM ISLAND FIXTURE 'C I' -PLAN VIEW I" = 11-0" GI Ol 00 A/E PR..1.., T 'I+ 130231 i)««« 0 O 0 0 .4- V J I ciS tO w <I IS --I 0�— 0 N �1 # 0 0 STORE NO. 0455 f ` X2.0 tn d w x 7 rirmaz TT I'-5 I/8" Q tr a o A - 1 _. m k KNEESPAGE PANEL k _ k . o L °_o BRUSHED CHROME PULL KNOBS W/ LOCKABLE DOORS DOORS WITH CONCEALED PIANO HINGES (LIKE PAYCOUNTER DOORS) • • • • • • \ / • / \N.,/ THREE ADJUSTABLE SHELVES 4" HIGH BASE CUSTOM CABINET "C3" ELEVATION = 11-O" G3 - 021813 LAMINATED GLASS TOP 4 FRONT STYLMARK 1/2" X 1/2" ANGLE #110030 - REF. MATERIAL SCHEDULE FOR FINISH STYLMARK 1/2" "U" CHANNEL #1105T1 - REF. MATERIAL SCHEDULE FOR FINISH STAINED WOOD - REF. MATERIAL SCHEDULE RUBBER BASE - REF. MATERIAL SCHEDULE SECTION AT SIT-DOWN SHOWCASE I 1/2"=11-0" 11-O" DOORS WITH CONGEALED OHPAYGOUNTER NGESDORS) THREE ADJUSTABLE SHELVES k ON STANDARDS m ' It I je ION JA, 4" HIGH BASE Z12300S-101411 Cip CUSTOM CABINET "C3" SECTION _ G3 - 030613 I2'-2 1/4" I' = I'-0" Zr) CUSTOM ISLAND FIXTURE 'CI '-ELEVAT I ON 1" = 1'-011 GI 9 1 N ;4- • 11-10" 11-5N I'-4" 1'-8' a N BASE- REF. MATERIAL SCHEDULE SECTION AT FRONT LOADING SHOWCASE I I/2"=I'-O" Z123008-032513 X CUSTOM CENTER ISLAND FIXTURE. FIXTURE TO BE 3" HIGHER THAN FRONT LOAD SHOWCASE. OVERALL LENGTH OF I0' -I 3/8' TO SPAN LENGTH OF 2 SHOWCASES. PROVIDED BY T.F.G. AND INSTALLED BY T.6.G. 1/4" leg REVIEWED FOR CODE COMPLIANCE APPROVED 'JUL 2 9 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 2 2 2013 PERMIT CENTER CUSTOM ISLAND FIXTURE 'C I' -PLAN VIEW I" = 11-0" GI Ol 00 A/E PR..1.., T 'I+ 130231 i)««« 0 O 0 0 .4- V J I ciS tO w <I IS --I 0�— 0 N �1 # 0 0 STORE NO. 0455 f ` X2.0 tn d w x STOREFRONT SIGN ELEVATION 1" = ILO" ZI04006A-101112 2 X 12 HOOD BLOCKING REFERENCE SECTION N lb' WDEE-P - 5' N 1 36111X 46"H 2" DEP 18'WX18'H 3' DEEP - l 2'-4" I I'-6° 1 54'WX28"H 3' DEEP - = e I8"WX18'H 2' DEEP 36"1^1X 18'H I" DEEP I8'WX28"H e\ I' -b" 3'-0Q' 1 I'-6" / I' PEEP / 183' DEEP H 3'-0" I'-6" / 6'-0" / 1-3/4" THICK (TOTAL) CLEAR PLEX INDIVIDUAL LETTERS. REVERSE CHANNEL, LED ILLUMINATION TEMPERA PAINTED FACES AND RETURNS 1/4' THICK CLEAR EXPOSED PLEX EDGE AND CLEAR BACK. r E 5'-2" DIAMQJD THICK CLEAR PLEX INDIVIDUAL LETTERS. PAINTED FACES AND 0 m NOTE: PANEL FABRICATOR TO LABEL BACK SIDE OF PANEL "LGI". INSTALLED BY T.G.G. LCI 4 SG! LA,..) LIFESTYLE GRAPHIC COLLAGE PANEL *01 3/4" ILO" ZI23WOIA-120111 1/2" THICK #2074, "SMOKEY GRAY' ACRYLIC PANEL WITH POLISHED EDGES. LETTERS: CHEMETAL 1K121, "LIGHT STAINLESS STEEL" ALUMINUM LAMINATE FRONTS WITH PAINTED RETURNS TO MATCH. E. r 1 • 0\ 1/2' THICK LETTERS 5'-2" 3'-8" 0 11/4" 4) BARREL AND GAP STANDOFF,11516 "STAINLESS STEEL', TYP. QUANTITY OF 4. - ThE D MOND STO1 E- - - - -, @ 2x8 FIRE RETARDANT WOOD BLOCKING - EXTEND TO NEAREST STUD BEYOND (2" TO CENTERLINE 1/4" THICK 1/2" RADIUS, TYP. OF HOLE, TYP. LETTERS ACRYLIC PANEL AND LOGO TO BE PROVIDED BY TENANT, INSTALLED BY T.G.C. Ci.)--) INTERIOR LOGO ELEVATION 3/4" = 1'-01 2X12 WOOD BLOCKING REFERENCE METAL STUDS REFERENCE ELEVATIONS \ FOR WALL FINISH. \ GRAPHIC COLLAGE - FULLY ASSEMBLED FURNISHED BY GRAPHICS VENDOR, INSTALLED BY T.G.G. ROUTED OUT AREA TO ACCOMODATE Z -CLIP. NOTE: PANEL FABRICATOR TO LABEL BACK SIDE OF PANEL 'L02". INSTALLED BY T.6.G. LC2 4 SG I LIFESTYLE GRAPHIC COLLAGE PANEL #2 3/4" = I'-0" ZI23WOIA-120111 Z -CLIP PAIRS PROVIDED BY GRAPHICS VENDOR. TOP Z -CLIP PRE-INSTALLED TO PANEL BY GRAPHIC VENDOR. BOTTOM Z -CLIP INSTALLED BY T.G.G. REFER TO DRAWINGS FOR HEIGHT. 2"x12" BLOCKING BY T.G.G. BLOCKING TO EXTEND TO CLOSEST STUD. BEYOND LENGTH OF COLLAGE, TYP. SECTION AT GRAPHIC COLLAGE PANEL 11/2" = I'-0" ZI231N05-093011 Z104001-100311 METAL STUDS N REF ELEVATIONS \` FOR WALL FINISH BARREL AND CAP AT FOUR CORNERS OF PANEL, TYP. 1/2" ACRYLIC PANEL WITH POLISHED EDGES / / i 2 X 8 FIRE RETARDANT BLOCKING BY T.G.G. BLOCKING TO EXTEND TO CLOSEST STUD BEYOND LENGTH OF THE PANEL. SECTION AT INTERIOR ACRYLIC LOGO PANEL 1 1/2" = I' -O" ZI23W02A-092111 FOR INTERIOR STORES: VINYL DECAL TO BE AVERY 'GRAY" #A570144. APPLIED • •s •ND SURFACE OF STOREFRONT GLASS, a•4. DECAL PROVIDED BY TENANT INS4'.111111. : T.G.G. I'-6 1/2" e /77 je 3 3/8" j 8 3/4" / 3 3/8" 01)STOREFRONT GLASS DECAL 3" =ILO" Z1041711-013011 3/4' /-3/4" PAINTED PLEX RETURNS PAINTED PLEX FADE (WITH VINYL ACCENTS INHERE APPLICABLE, REF. ELEVATION) 6500K LED'S SPACER COLOR TO MATCH STOREFRONT TILE DOLOR 4 1/4" CLEAR EXPOSED/ -✓j PLEX EDGE 3/4' PAINTED PLEX FACE STOREFRONT TILE POWER LOCATED ON UPPER BACK PORTION OF EACH INDIVIDUAL LETTER. GLASS (2) POWER SUPPLY AG INPUT: 100-24OVAG, 1.1 AMP, DC OUTPUT: 60 WATTS, I2V/5A DISTANCE TO REMOTE LOCATION NOT TO EXCEED 5'-0" 3/8'Q STAINLESS STEEL ALL -THREAD STUD W/ STAINLESS STEEL NUTS AND MASHERS SECTION AT REVERSE CHANNEL/EDGE LIT LED LETTER 1 1/2" = I' -O" Z1041705-101112 NOT USED u, Q O SECTION 2'-9" i NOT used ALS, TRE DIAMOND STOR1ITNA Z ELEVATION BLADE SIGN DETA I L 3/4" = I'-0" REVIEWED FOR CODE COMPLIANCE APPROVED 'JUL 2 9 2013 City of Tukwila BUILDING DIVISION TENANT STOREFRONT TILE TSG TO FURN. 4 INSTALL BRACKET (WALL. MOUNTED FLUSH TO STOREFRONT) (BRACKET TO BE CONCEALED INSIDE SIGN) BLADE SIGN TO BE INTERNALLY ILLUMI DOUBLE SIDED METAL PANELS, PAINTED WITH PUNCH THROUGH LETTERS. BLADE SIGN AND BRACKET PROVIDED AND INSTALLED BY T.S.G. ID13-41-1 RECEIVED CITY OF TUKWILA JUL 2 2 2013 PERMIT CENTER SIGN AREA = APPROX. 35 SQUARE i-tE I ZI04008-041812 11 P � § m 5 ui 0 1- _1 143 d� 161161K <U.- ..t( N WS --I to 0 k N 1 m0 _ #0 0 STORE NO. 0455 SHEET: X2.1 / I 5' N 1 18'WX28"H I' DEEP - - 54'WX28"H 3' DEEP - = e I8"WX18'H 2' DEEP 36"1^1X 18'H I" DEEP 18'WX18'H 2" DEEP e\ I' -b" 3'-0Q' 1 I'-6" / / 6'-0" / / METAL STUDS REFERENCE ELEVATIONS \ FOR WALL FINISH. \ GRAPHIC COLLAGE - FULLY ASSEMBLED FURNISHED BY GRAPHICS VENDOR, INSTALLED BY T.G.G. ROUTED OUT AREA TO ACCOMODATE Z -CLIP. NOTE: PANEL FABRICATOR TO LABEL BACK SIDE OF PANEL 'L02". INSTALLED BY T.6.G. LC2 4 SG I LIFESTYLE GRAPHIC COLLAGE PANEL #2 3/4" = I'-0" ZI23WOIA-120111 Z -CLIP PAIRS PROVIDED BY GRAPHICS VENDOR. TOP Z -CLIP PRE-INSTALLED TO PANEL BY GRAPHIC VENDOR. BOTTOM Z -CLIP INSTALLED BY T.G.G. REFER TO DRAWINGS FOR HEIGHT. 2"x12" BLOCKING BY T.G.G. BLOCKING TO EXTEND TO CLOSEST STUD. BEYOND LENGTH OF COLLAGE, TYP. SECTION AT GRAPHIC COLLAGE PANEL 11/2" = I'-0" ZI231N05-093011 Z104001-100311 METAL STUDS N REF ELEVATIONS \` FOR WALL FINISH BARREL AND CAP AT FOUR CORNERS OF PANEL, TYP. 1/2" ACRYLIC PANEL WITH POLISHED EDGES / / i 2 X 8 FIRE RETARDANT BLOCKING BY T.G.G. BLOCKING TO EXTEND TO CLOSEST STUD BEYOND LENGTH OF THE PANEL. SECTION AT INTERIOR ACRYLIC LOGO PANEL 1 1/2" = I' -O" ZI23W02A-092111 FOR INTERIOR STORES: VINYL DECAL TO BE AVERY 'GRAY" #A570144. APPLIED • •s •ND SURFACE OF STOREFRONT GLASS, a•4. DECAL PROVIDED BY TENANT INS4'.111111. : T.G.G. I'-6 1/2" e /77 je 3 3/8" j 8 3/4" / 3 3/8" 01)STOREFRONT GLASS DECAL 3" =ILO" Z1041711-013011 3/4' /-3/4" PAINTED PLEX RETURNS PAINTED PLEX FADE (WITH VINYL ACCENTS INHERE APPLICABLE, REF. ELEVATION) 6500K LED'S SPACER COLOR TO MATCH STOREFRONT TILE DOLOR 4 1/4" CLEAR EXPOSED/ -✓j PLEX EDGE 3/4' PAINTED PLEX FACE STOREFRONT TILE POWER LOCATED ON UPPER BACK PORTION OF EACH INDIVIDUAL LETTER. GLASS (2) POWER SUPPLY AG INPUT: 100-24OVAG, 1.1 AMP, DC OUTPUT: 60 WATTS, I2V/5A DISTANCE TO REMOTE LOCATION NOT TO EXCEED 5'-0" 3/8'Q STAINLESS STEEL ALL -THREAD STUD W/ STAINLESS STEEL NUTS AND MASHERS SECTION AT REVERSE CHANNEL/EDGE LIT LED LETTER 1 1/2" = I' -O" Z1041705-101112 NOT USED u, Q O SECTION 2'-9" i NOT used ALS, TRE DIAMOND STOR1ITNA Z ELEVATION BLADE SIGN DETA I L 3/4" = I'-0" REVIEWED FOR CODE COMPLIANCE APPROVED 'JUL 2 9 2013 City of Tukwila BUILDING DIVISION TENANT STOREFRONT TILE TSG TO FURN. 4 INSTALL BRACKET (WALL. MOUNTED FLUSH TO STOREFRONT) (BRACKET TO BE CONCEALED INSIDE SIGN) BLADE SIGN TO BE INTERNALLY ILLUMI DOUBLE SIDED METAL PANELS, PAINTED WITH PUNCH THROUGH LETTERS. BLADE SIGN AND BRACKET PROVIDED AND INSTALLED BY T.S.G. ID13-41-1 RECEIVED CITY OF TUKWILA JUL 2 2 2013 PERMIT CENTER SIGN AREA = APPROX. 35 SQUARE i-tE I ZI04008-041812 11 P � § m 5 ui 0 1- _1 143 d� 161161K <U.- ..t( N WS --I to 0 k N 1 m0 _ #0 0 STORE NO. 0455 SHEET: X2.1 / I GENERAL STRUCTURAL NOTES (APPLY UNLESS NOTED OTHERWISE ON DRAWINGS) BUILDING CODE: WASHINGTON STATE BUILDING CODE LOADS: ROOFS: EXISTING ROOF LIVE LOAD = 20 PSF (REDUCIBLE). EXISTING ROOF DEAD LOAD = 23 PSF. GROUND SNOW LOAD .= 20 PSF. LATERAL: WIND: BASIC WIND SPEED (3—SECOND GUST) = 85 MPH. (ASCE 7-05) EXPOSURE B. SEISMIC: MAPPED SHORT PERIOD SPECTRAL ACCELERATION, Ss = 1.43. MAPPED ONE SECOND SPECTRAL ACCELERATION, S1 = 0.49. SOIL SITE CLASS, D. DESIGN SHORT PERIOD SPECTRAL ACCELERATION, Sds = 0.953. DESIGN ONE SECOND SPECTRAL ACCELERATION, Sd1 = 0.493. SEISMIC DESIGN CATEGORY, D. STRUCTURAL STEEL: GENERAL: ALL CONSTRUCTION PER LATEST AISC STEEL CONSTRUCTION MANUAL. ALL MISCELLANEOUS STEEL UNLESS NOTED OTHERWISE SHALL BE ASTM A36 (Fy = 36 KSI). ALL STRUCTURAL ROLLED STEEL MEMBERS WITH Fy GREATER THAN 36 KSI ARE TO BE IDENTIFIED WITH AN ASTM SPECIFICATION MARK OR TAG PER IBC SEC. 2203.1. UNLESS NOTED OTHERWISE, ALL BOLTS SHALL BE ASTM A307. ALL BOLTS SHALL BE INSTALLED WITH STEEL .WASHERS AT SHORT SLOTTED HOLES USING SNUG TIGHT INSTALLATION, UNLESS NOTED OTHERWISE. WELDING: UNLESS NOTED OTHERWISE, ALL WELDS PER LATEST EDITION OF THE AWS STANDARDS. ALL WELDING SHALL BE PERFORMED BY WELDERS HOLDING VALID CERTIFICATES AND HAVING CURRENT EXPERIENCE IN THE TYPE OF WELD SHOWN ON THE DRAWINGS OR NOTES. CERTIFICATES SHALL BE THOSE ISSUED BY AN ACCEPTED TESTING AGENCY. ALL WELDING DONE BY E70 SERIES LOW HYDROGEN RODS UNLESS NOTED OTHERWISE. THESE DRAWINGS DO NOT DISTINGUISH BETWEEN SHOP AND FIELD WELDS; THE CONTRACTOR MAY SHOP WELD OR FIELD WELD AT THEIR DISCRETION. SHOP WELDS AND FIELD WELDS SHALL BE SHOWN ON THE SHOP DRAWINGS SUBMITTED FOR REVIEW. GENERAL NOTES: VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS. THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. EXCEPT WHERE NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS). WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDA. ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A REGISTERED ENGINEER RECOGNIZED BY THE BUILDING CODE JURISDICTION OF THIS PROJECT. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE ARCHITECT. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING AND ELECTRICAL ITEMS WITH THE APPROPRIATE TRADE DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY UNLESS NOTED OTHERWISE. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES, APPROVALS AND THE COORDINATION OF THE WORK WITH ALL RELATED TRADES AND SUPPLIERS. SPECIAL INSPECTION — STRUCTURAL ONLY: SPECIAL INSPECTION IS TO BE PROVIDED FOR THE ITEMS LISTED BELOW IN ADDITION TO THE INSPECTIONS CONDUCTED BY THE BUILDING JURISDICTION. "SPECIAL STRUCTURAL INSPECTION" SHALL NOT RELIEVE THE OWNER OR THEIR AGENT FROM REQUESTING THE BUILDING JURISDICTION INSPECTIONS REQUIRED BY SECTION 109 OF THE INTERNATIONAL BUILDING CODE. SPECIAL INSPECTION IS REQUIRED PER CHAPTER 17 FOR THE FOLLOWING: STEEL CONSTRUCTION: 1. WELDING: A. PERIODIC VISUAL INSPECTION OF ALL FIELD WELDS. B. CONTINUOUS INSPECTION OF ALL MULTIPASS FILLET WELDS OR SINGLE PASS FILLET WELDS LARGER THAN 5/16". C. NON—DESTRUCTIVE TESTING OF ALL COMPLETE PENETRATION WELDS BY AN AWS CERTIFIED INDEPENDENT TESTING LABORATORY AT THE CONTRACTORS EXPENSE. D. VERIFICATION OF VALID WELDER'S CERTIFICATES. E. ALL STRUCTURAL STEEL FABRICATORS SHALL EMPLOY AN AWS CERTIFIED INDEPENDENT TESTING LAB TO PROVIDE SHOP WELD INSPECTIONS PER CODE. INSPECTION REPORTS SHALL BE SUBMITTED TO ENGINEER OF RECORD PRIOR . TO STEEL INSTALLATION. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATION. B. THE SPECIAL INSPECTOR IS NOT AUTHORIZED TO APPROVE DEVIATIONS FROM THE DESIGN DRAWINGS OR SPECIFICATIONS, AND ALL DEVIATIONS MUST BE APPROVED BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO PROCEEDING WITH THE WORK. ALL REQUESTS FOR DEVIATIONS SHALL BE INITIATED BY THE CONTRACTOR VIA WRITTEN REQUEST FOR INFORMATION (RFI). C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, AND TO THE ENGINEER OR ARCHITECT OF RECORD. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE. CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL. D. CONTRACTOR SHALL PROVIDE THE SPECIAL INSPECTOR ACCESS TO ALL ITEMS REQUIRING SPECIAL INSPECTION. ACCESS SHALL BE PROVIDED BY IN—PLACE LADDERS, SCAFFOLDS, LIFTS AND/OR OTHER EQUIPMENT OPERATED BY THE CONTRACTOR'S PERSONNEL AS REQUIRED FOR SAFE OBSERVATION. INSPECTOR IS NOT RESPONSIBLE OR AUTHORIZED TO OPERATE CONTRACTOR'S EQUIPMENT. E. UPON COMPLETION OF THE ASSIGNED WORK THE ENGINEER OR ARCHITECT SHALL COMPLETE AND . SIGN THE APPROPRIATE FORMS CERTIFYING THAT TO THE BEST OF THEIR KNOWLEDGE THE WORK IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. (U 0 0 (0 (1 ANGLE TO JOIST GIRDER r \ \\ I\ \\\ I 1 / \ \. I \ I 1— y L NOTES: 1. EXISTING JOIST BEYOND. 2. NEW ANGLE - COPE AS REQUIRED. 3. EXISTING JOIST GIRDER. 13-502 NO SCALE Z (3) (4) (2) (5) (2) PLAN VIEW - RTU 1 (6) (2) O CURB TO ANGLE (3) NOTES: 1. NEW MECH'L UNIT. 2. 4"x4"x1/4" STEEL ANGLE - TYP. 3. EXISTING BEAM. 4. NEW DUCT OPENINGS. 5. EXISTING 16H5 JOISTS. NOTE: DO NOT DAMAGE EXISTING JOISTS OR JOIST GIRDERS. 13-502 NO SCALE NOTES: 1. EXISTING STEEL JOIST. 2. NEW ANGLE - 4"X4"X1/4" SEE PLAN FOR LOCATION. 3. SEE 03 FOR ADDITIONAL WEB INFORMATION. 4. CURB BY OTHERS. 5. 1/2" DIA BOLT AT 48" O.C. MAX. MIN 2 PER SIDE). 6. 1 1/2 x1 1/2"x12 GAGE TUBE STEEL 7. #12 SCREWS AT 24" 0.C. ALL AROUND UNIT TO CURB. OANGLE TO ANGLE NOTE: EXISTING ROOF NOT SHOWN FOR CLARITY. ANGLE CONNEC110N UNDER A/C UNIT (5)) 3/16 D 2 (1) S \ FRAMING PLAN SCALE: 1/4"=1'-0" \/ (1) (2) (3) 13-502 NO SCALE NOTES: 1. ADDITIONAL MEMBER REQUIRED WHEN LOAD IS MORE THAN 4" FROM PANEL POINT. 2. STEEL JOIST. 3. STEEL ANGLE 2" X 2" X 3/16" EACH SIDE FROM TOP CHORD TO NEAREST BOTTOM CHORD PANEL POINT. 4. STEEL ANGLE 2" X 2" X 3/16" EACH SIDE FROM BOTTOM CHORD TO NEAREST TOP CHORD PANEL POINT. 5. TYP EACH ANGLE EACH END. ADDITIONAL WEB MEMBERS FOR CONCENTRATED LOAD OCCURRING AWAY FROM JOIST PANEL POINT REVIEWED FOR CODE COMPLIANCE APPROVED 'JUL 2 9 2013 City of Tukwila BUILDING DIVISION 1)kIeti, 8,01 RECEIVED CITY OF TUKWILA JUL222013 PERMIT CENTER 13-502 NO SCALE 2203 a m .�i THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY —NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORD'S SEAL IS AFFIXED .Mi I WRITTEN SIGNATURE. PROJECT NUMBER 13-502 PROJECT MANAGER RAD PROJECT ENGINEER RAD PROJECT DRAFTER NCR CARUSO • TURLEY• SCOTT. INC consulting structural engineers 1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774-1700 (774-1701 FAX) www.ctsaz.com s A/E PROJECT NO.: 130231 z 0 J «.«« m _.1 tD §4 ? cD m lY cn DW O Q i o v 0- m 0 Z Q STORE NO. 045 SHEET: 51 MARK O LIGHTING PLAN NOTES 5160NOI-061412 KEYED NOTES: I. RESTROOM EXHAUST F=AN, EF -I, ABOVE CEILING. SNITCH AND CIRCUIT A5 INDICATED. REFER TO MECHANICAL PLAN AND SCHEDULES FOR MORE INFORMATION. 2. ALL EMERGENCY LIGHT FIXTURES (re, W, X) AND NIGHT LIGHT F=IXTURES (32) SHALL BE CONNECTED TO THE UNSWITCHED LEG OF CIRCUIT INDICATED. REFER TO ELECTRICAL PANEL SCHEDULE. 3. DENOTES LIGHT FIXTURE MOUNTED UNDER CABINET OR ON CEILING BELOW. REFERENCE POWER PLAN NOTES FOR J -BOX LOCATION. 4. LOCATION OF SWITCH BANK. SEE DETAIL THIS SHEET. 5. ALL ILLUMINATED STOREFRONT FEATURES INCLUDING BUT NOT LIMITED TO STOREFRONT SIGNAGE, SCONCES AND ENTRY SOFFIT LIGHTS SHALL BE CIRCUITED THROUGH THE TIME CLOCK. 6. T.G.G. TO PROVIDE AND INSTALL J -BOX FOR LIGHT SCONCE. MOUNT CENTERLINE OF J -BOX AT 15" BELOW ENTRY SOFFIT LINE. REFER TO ELEVATIONS FOR HORIZONTAL PLACEMENT. Sr GENERAL NOTES: * Intermediate or heavy duty telling systems (main runners members with a minimum Toad capacity of 12 pounds per linear foot) shall be used for support of lighting fixtures. lighting fixtures weighing less than 56 pounds shall have 12 guage hangars attached to the grid at each fixture corner, and number 12 guage hangars connected from the Fixture housing to the structure above. These additional wires may be slack. Fixtures weighing more than 56 pounds and pendant -hung fixtures shall be supported directly From above by approved hangars. SITC*1 SANK SIbOI 06-030211 5a 1b 9c Ild LA14 CEILING CEILING CEILING CEILING CASE CASE CASE CASE LIGHTS LIGHTS LIGHTS LIGHTS 13f I5g 6h I2j LA14 GRAPHIC / LOGO LIGHTS GENERAL AREA LIGHTSCASE FRONT / REAR IN - LIGHTS FRONT / REAR IN - CASE LIGHTS CONTRACTOR TO VERIFY EXACT CONFIGURATION REQUIRED WITH SPADE AVAILABLE. PROVIDE LABELS A5 SHOWN. TOP OF SWITCH BANK SHALL NOT BE MOUNTED HIGHER THAN 48". GMH031---LUMINAIRE UL= SGH-L LA14 042113 FLANE - GENERAL CONTRACTOR U. TENANT l.AND ORD iTl7 PIXT RRNI S BY TOTAL INSTALLED BY FURN'D BY W*. DESCRIPTION LOCATION TYPE QTY Re WATTS DESCRIPTION PIXT aLew art Al AMERLUX: GYLR-I-3q1-T46U65-E-WT-I2O CL -WT OVER SHOWCASE REG 1 T G 14 45 6E: CMH31T/U 1300065 I 1 T G A2 AMERLUX, GYLR-2-3Q-T46U65-E-141-120 GL -GL -WT OVER SHOWCASE REG 26 T G 14 90 GE: CMHBgT/Ug3000b5 2 52 T G A3 AMERLUX: GYLR-3-39 T46U65-E-WT-120 GL -GL -GL -WT OVER SHOWCASE REG 8 T G 14 135 6E: GMH3gTN1300065 3 24 T G B INTENSE LIGHTING: IFV642-E-IG600W-SFW GENERAL AREA REG 3 T G- 42 6E F42/T13X/84I/A/EGO I 3 T G B2 INTENSE LIGHTING: IFV642-E-IG60011-SF41 GENERAL AREA NIGHT LIGHT REG 5 T G 1 42 6E F42/T13X/841/A/EGO I 5 T G D AMERLUX: MGAV-10-T6-E-WT-120/211U-WH ACCENT LIGHT OVER L060/GRAPHIC REG 8 T G - 19 6E: GMH1OTU/830/6I2 I 8 T G F4 HORIZON LIGHTING: TRI2325WD BACK ROOM REG 2 T G 6 64 GE, F32T8/SPX4I/ECO 2 4 T G F4E HORIZON LIGHTING, TRI2325161D-EB1 BACK ROOM (EVER) REG I T G 4,6 64 6E, F32T8/5PX4I/EGO 2 2 T G 54 LI&HTOLIER, *40832U-40812 SCONCE WALL 6 T G 8 24 SYLVANIA FT21DL/841 I 6 T G WI MULE LIGHTING, 50-80-01 EMER (BATT) SURF 3 T G 45 2 LED II INCL - - X TCP: 20183D EMER EXIT SURF 4 T G 3,4 4 LED - INCL - - Z HORIZON LIGHTING: W1232D JWLR/RESTRM/OFFICE SURF _ 2 T G 6 64 6E: F32T8/5PX4I/ECO 2 4 T G REMARKS 10/14/11 I FIXTURE 3 MOUNT 4 BA 5 CEILING 6 LUMINAIRE 8 FINISH, 14 STAMPED TO BE PLACED ON NIGHT LIGHT CIRCUIT. EMERGENCY LIGHTS PER LOCAL GODES. TO BE 30 MINUTES. CEILING SUPPORT AS REQUIRED. BALLAST. REF. LIGHTING PLAN NOTES AND ELEVATIONS FOR J.BOX AND FIXTURE LOCATION. MOUNTING BARS. i i L IES INCLUDED. MINIMUM BA i i b Y CAPACITY MOUNT EMERGENCY FIXTURES. T.G.G. TO PROVIDE SHALL BE EQUIPPED WITH AN ENERGY SAVING POLISHED SATIN CHROME. 6LA55/SHADE: RAIN. STEEL MOUNTING FRAME WITH INTEGRAL GAL NOTES " ALL LIGHT COMPONENTS, I.E. FIXTURES, BALLASTS, ETC SHIPPING TO CANADA MUST BE GSA APPROVED AND ULC LISTED. 3 1 F4 yt 132 Sg is i3 @S Al i '1.:. WI I 7.1 ;;s f F4E di '4% iE F4...�.....� B2 1 1 Al Al Al 54 5 5 6 RECEIVED 54 CITY OF TUKWILA LIGHTING PLAN 1/4" = I' -O" LIT=0455-PLN /11 w z 18 LLA weLlQ o CO 4.0 E PROJL NO.: 130231 0 9 1 3 LI- to di 0-1 IF Id N� o =' m0� 4Y0 0 0 CNI Ln 0 E STORE NO. PA 0455 PERMIT CENTER P IT AND SHEET: APPROVAL REQUIRED E1.0 GAMERA HOUSINb UANTITY LEGEND SI bOL08-050712 QUANTITY 1 4 DESCRIPTION LIGHT COLORED HOUSING DARK COLORED HOUSING DVR ELEVATION (NOT TO SCALE) TELEPHONE BOARD T.G.G. TO INSTALL I CONDUIT FROM PHONE BOARD TO J -BOX AT BOTTOM OF 2' CONDUIT EITHER SIDE OF DVR FOR PHONE/DATA. R ,® SURFACE MOUNTED 2" CONDUIT DVR, MONITOR, AND WIRELESS RECEIVER k.„,,, LOCATION ELECTRICAL PANEL FACE OF WALL 24 GAMERA WALL MOUNT 24 GAMERA PLENUM RATED WIRE ABOVE CEILING (BURNISHED AND INSTALLED BY SECURITY CONTRACTOR) FROM CAMERAS TO 2" CONDUIT DOWN TO J -BOX IN BACK ROOM. 24 GAMERA 24 �v 24 GAMERA GAMERA PLENUM RATED WIRE ABOVE CEILING (FURNISHED AND INSTALLED BY SECURITY CONTRACTOR) FROM CAMERAS TO 2" CONDUIT DOWN TO J -BOX AT DVR IN BACK ROOM. IF LOCAL CODE REQUIRES CONDUIT ABOVE CEILING, T.G.G. SHALL BE RESPONSIBLE FOR CONDUIT INSTALLATION. IF REQUIRED, NOTIFY ZALE PROJECT MANAGER ASAP. TYP I CAL CAMERA SCHEMATIC IAI I RI NC3 I/4" = I' - 0" SIIOROI-102111 MARK 0 POWER 1°' LAN NOTES SISONO2-061412 KEYED NOTES= I. LOCATION OF ELECTRICAL PANEL "L". BOTTOM OF ELECTRICAL PANEL TO BE MOUNTED AT 48' A.F.F. 2. NOTES 2-3. NOT USED. 4. LOCATION OF NEW 4'x4' PLYWOOD TELEPHONE BOARD ON DEMISING WALL. 5. T.G.G. TO INSTALL ONE DUPLEX RECEPTACLE AT EACH SIDE OF THE TELEPHONE BOARD FOR TELEPHONE SYSTEM AND MISCELLANEOUS EQUIPMENT. 6. NOT USED. 1. TRENCH/CHIP EXISTING SLAB FOR CONDUIT BELOW FLOOR. PLACE CONDUITS ADJACENT TO EACH OTHER AND RUN IN THE SAME TRENCH. ELECTRICAL CONTRACTOR TO DERATE CONDUCTOR AMPACITY AND CONFIRM THAT CONDUCTOR INSULATION 15 COMPATIBLE WITH OPERATING VOLTAGES A5 REQUIRED BY CODE. T.G.G. TO VERIFY ALL REQUIREMENTS INCLUDING SCANS AND )(RAYS WITH LANDLORD BEFORE COMMENCEMENT OF WORK. ALL PENETRATIONS TO BE SEALED WATERTIGHT. 8. DENOTES SURFACE RUN CONDUIT. q. NOT USED. 10 ELECTRICAL 511)5 UP AT BRIDAL GASES TO FALL UNDER STORAGE AREA. II. NOT USED. 12. OVERHEAD GRILLE MOTOR ABOVE CEILING BY GRILLE INSTALLER. FINAL ELECTRICAL CONNECTION TO MOTOR BY T.G.G. ALL OTHER GRILLE CONNECTIONS/ADJUSTMENTS I.E. EMERGENCY RELEASE, KEY SWITCHES, LIMIT SWITCHES ETC, BY GRILLE INSTALLER. T.G.G. TO ENSURE PATH OF TRAVEL FROM MOTOR TO EMERGENCY RELEASE 15 STRAIGHT AND GABLE 15 TAUT. T.G.G. TO MOUNT KEY SWITCHES AND EMERGENCY RELEASE. T.6.G. TO CONFIRM PROPER OPERATION OF GRILLE, EMERGENCY RELEASE, ETC AFTER FINAL POWER CONNECTIONS ARE MADE. 13. T.G.G. TO MOUNT KEY SWITCHES FLUSH WITH FINAL FINISH, ONE ON EACH TENANT AND MALL SIDE OF OVERHEAD GRILLE. MOUNT 18' A.F.F. TO CENTERLINE. LOW VOLTAGE ELECTRICAL CONNECTION TO KEY SWITCHES BY GRILLE INSTALLER. 14. T.G.G. TO PROVIDE I" CONDUIT WITH PULL STRING, STUBBED OUT ADJACENT TO SAFE FOR ALARM WIRING. COORDINATE WITH FINAL SAFE LOCATION. 15. T.G.G. TO CONNECT MOLEX CONNECTORS FROM CASE TO CASE FOR CONNECTION OF FLUORESCENT SHOWCASE LIGHTRAILS. 16. ALL DEVICES WITH -IN SHOWCASES ARE INSTALLED BY T.F.G. AND PRE -WIRED W/ QUICK CONNECT CONNECTIONS TO J -BOX IN LEAD SHOWCASE. T.G.G. SHALL CONNECT ALL ADJACENT GASES THROUGH POWER DISTRIBUTION GABLE PROVIDED BY T.F.G. ALL SUBSEQUENT GASES SHALL BE CONNECTED IN THIS MANNER. T.G.G. 15 RESPONSIBLE FOR MAKING ALL FINAL HARDWIRE CONNECTIONS. REFER TO SHOWCASE WIRING DIAGRAM. T.G.G. RESPONSIBLE FOR CONTACTING T.F.G. TO TROUBLESHOOT LIGHTRAILS, MOTORS, LOCKS ETC. 11. T.F.G. TO INSTALL $ HARDWIRE DUPLEX RECEPTACLE AT TOE KICK, CORNER CASE, FILLERS ETC. 18. NOT USED. la. INSTALL, ADJACENT TO HVAG OR CONDENSER UNIT AT ROOF, HUBBELL #6080 WEATHERPROOF BOX WITH 6FI #6F52621 (GROUND FAULT INTERRUPTER) RECEPTACLE WITH WEAK COVER #CWP26GR. 20. NOT USED. 21. 6E1 RECEPTACLE MOUNTED BELOW LAVATORY FOR POINT OF USE WATER HEATER. KEYED NOTES= 22. T.G.G. TO PROVIDE AND INSTALL ONE DEDICATED ISOLATED GROUND, QUAD OUTLET AT 441 A.F.F., FOR DVR/SECURITY EQUIPMENT. 23. T.6.G. TO PROVIDE AND INSTALL 2" CONDUIT STUBBED ABOVE CEILING WITH FLANGE FOR WIRE PROTECTION INSERTED INTO 51115 UP. TERMINATE BOTTOM OF 2" CONDUIT WITH A 4" X 4" J -BOX, AT 44' A.F.F. 24. T.G.G. TO PROVIDE AND INSTALL 3-I/2" X 3-1/2" OCTAGONAL J -BOX, CENTERLINE AT 7'-0' A.F.F. WITH I" CONDUIT EXTENDED TO ABOVE CEILING, FOR WALL MOUNTED SECURITY GAMERA. REFER LEGEND FOR HOUSING COLOR. COORDINATE PREWIRING WITH SECURITY VENDOR BEFORE CLOSING UP THE CEILING. 25. NOT USED. 26. VOICE DOWN RECESSED SPEAKER. COORDINATE PREWIRIN6 WITH SECURITY VENDOR BEFORE CLOSING UP THE CEILING. 21. T.G.G. TO PROVIDE AND INSTALL 1" CONDUIT FROM PHONE BOARD TO THE .l -BOX AT THE BOTTOM OF 2' CONDUIT. 28. NOT USED. 2q. T.G.G. TO PROVIDE 3 - I" CONDUITS WITH PULL STRING FROM WORK ROOM TO MAIN P05. 51115 OUTS TO BE NO HIGHER THAN I" A.F.F. (ONE FOR POWER, ONE FOR ALARMS AND ONE FOR PHONE / DATA) AND EXTEND TO J -BOXES AT PAYGOUNTERS. T.G.G. TO LABEL CIRCUIT NUMBERS ON RECEPTACLES WITH PERMANENT MARKER. COORDINATE PREWIRING WITH SECURITY AND COMMUNICATIONS VENDOR. 30. T.G.G. TO PROVIDE 3 - I" CONDUITS WITH PULL STRING FROM WORK ROOM TO REMOTE P05. STUB OUTS TO BE NO HIGHER THAN I" A.F.F. (ONE FOR POWER, ONE FOR ALARMS AND ONE FOR PHONE / DATA) AND EXTEND TO J -BOXES AT PAYGOUNTERS. T.G.G. TO LABEL CIRCUIT NUMBERS ON RECEPTACLES WITH PERMANENT MARKER. COORDINATE PREWIRING WITH SECURITY AND COMMUNICATIONS VENDOR. 31. NOTES 31-32. NOT USED. 33. ALL WIRING IN CEILING PLENUM (INCLUDING TELEPHONE, DATA, ALARM, AND TEMPERATURE CONTROL WIRING) SHALL BE LISTED TEFLON PLENUM RATED CABLE. 34. T.G.G. TO PROVIDE 12OV, I-PHASE/20 AMP SWITCH FOR SIGN, PROVIDE THREE (3) 1412 WIRING (ONE FOR HOT, ONE FOR NEUTRAL AND ONE FOR GROUND) TO EACH SIGN PER SIGN MANUFACTURER'S CRITERIA; ALL IN COMPLIANCE WITH NEC 800-6. T.G.G. TO COORDINATE LOCATION OF J-BOX(E5) TO POWER SIGN NO FARTHER THAN 5'-O" FROM SIGN. SIGN INSTALLER TO MAKE FINAL CONNECTION TO SIGN. 35. NOT USED. 36. T.G.G. TO PROVIDE TYPE WRITTEN IDENTIFICATION DIRECTORY CARD FOR ALL MAIN AND BRANCH CIRCUITS. 31. NOT USED. 38. NOT U5E2. 31. T.G.G. TO LABEL ALL CIRCUIT NUMBERS AT ALL OUTLETS IN BACK ROOM AND PAYGOUNTERS. 40. SHOWCASE WITH ELECTRICAL RECEPTACLE FOR Z-OSK. 41. T.G.G. TO PROVIDE I-1/2" CONDUIT WITH A LONG SWEEP AT THE BENDS WITH PULL STRING, STUBBED OUT NO HIGHER THAN 3' A.F.F. IN SLAB FROM POS TO SHOWCASE LOCATION FOR DATA CABLE OF SIGNATURE CAPTURE DEVICE. (EQUIPMENT TO BE FURNISHED 4 INSTALLED BY TENANT.) REFERENCE DRAWINGS FOR STUB UP LOCATION. 43. EXTEND PO FROM THIS CIRCUIT TO BOTH STOREFRONT AND BLADE SIGN. .L-31 41 24 TV • • • • I RTHP-I -J 4 • ammi L-1820 a •- 1 >:- umui tome. # G , ..................ss 1 OM. IMMO OMMIN 01110,:: r POWER PLAN 1/4" = 11-0" PWR=0455-PLN 10 �I. - - - v 24 24 0 RECEIVED CITY OF TUKWILA SEPARATE JUL 2 2 2013 PERMIT AND Lk APPROVAL .$ REQUIRED PERMIT CENTER es J 2 7 0 w W LLL w z a� aiN E PRO NO.: 130231 g6 ««« v STORE NO. 045 SHEET: I.I O OD D N J W 0 z 0 100 DUPLEX BOX WV COVER INSTALLED BY T.P.G., T.F.G. TO PROVIDE – DUPLEX RECEPTACLE WHERE INDICATED ON POWER 4 SIGNAL PLAN. BLUE CIRCUIT PREWIRED INSIDE EAGH DUPLEX BOX BY TEC LED LIGHTRAIL AT LEAD CASE 15 HARDWIRED TO P00, T.F.G. TO PROVIDE THE WHIP. PERMANENT CONNECTION TO POG 15 BY T.G.G, GAN BE COMBINED WITH "BLACK" LED CIRCUIT FROM THE SHOWCASE E_EGTROGONNEGT FLOOR MOUNTED J -BOX AT P.O.C. BY T.6.G, POWER ADAPTER GABLE PA -I2 -7E -0I PREINSTALLED BY TF.G. J -BOX BY T.F.G DUPLEX FOR PO SUPPLY PREINST MED BY T.F.G. �. – POWER SUPPLY FOR LED LI&HTRAIL PREINSTALLED BY T.F.G TO LIGHTS ar LIGHTS r•� B. J.B. 11 L. PWR DUST COYER BY T.F.G. SHIPS LOOSE MOLEX CONNECTORS CASE TO CASE AT LED LIGHTRAILS DUPLEX FOR POWER SUPPLY PREINSTALLED BY T.F.G. – POWER SUPPLY FOR LED LIGHTRAIL PREINSTALLED BY T.F.G 00 7036252 JB. PWR T.G.G. TO MAKE 2 CIRCUIT HARDWIRE CONNECTION TO J -BOX AT LEAD SHOWCASE - CIRCUIT 1 - LED POWER SUPPLY BLACK CIRCUIT CIRCUIT 2 - DUPLEX RECEPTACLE, BLUE CIRCUIT FRONT OF SHOWCASE "–JUNCTION BLOCK PJ -I2 -I0, PROVIDED BY T.F.G. SHIPS LOOSE POWER DISTRIBUTION GABLE PD -12-1E-06(1) PROVIDED BY T.F.G. CONNECTION TO POG BY T.G.G. FRONT OF SHOWCASE POWER CONNECTION GABLE PG -I2 -7E-06(1) SUPPLIED T.F.C, INSTALLED BY T.64 (SHIPS LOOSE) POWER CONNECTION GABLE PG -12-1E-06(1) SUPPLIED BY T.F.G. (SHIPS LOOSE) NOTE: T.G.G. SHALL CONNECT ADJACENT GASES THROUGH POWER DISTRIBUTION GABLE PROVIDED BY T.F.G. ALL SUBSEQUENT GASES SHALL BE CONNECTED IN THIS MANNER TYP I GAL NEIN SHOWCASE W/ LED IN I R I NG DETA I L FLUORESCENT LIGHTRAIL AT LEAD CASE IS HARDWIRED TO POG, T.F.G. TO PROVIDE THE WHIP. PERMANENT CONNECTION TO POG 15 BY T.G.G, FLOOR MOUNTED J -BOX AT PO.C. BY T.G.G. N.T.S DUPLEX FOR POWER SUPPLY PREINSTALLED BY T.F.G. 00 J.5. l PAR —0 0 POWER DISTRIBUTION GABLE PD -12 -NE -06(1) PROVIDED BY T.F.G. CONNECTION TO POG BY T.64 DUPLEX BOX W/ COVER INSTALLED BY T.F.G., T.F.G. TO PROVIDE DUPLEX RECEPTACLE WHERE INDICATED ON POWER 4 SIGNAL PLAN. BLUE CIRCUIT PREWIRED INSIDE EACH DUPLEX BOX BY T.F.G L ... W J -BOX BY T.F.G War El POWER SUPPLY FOR LED LIGHTRAIL PREINSTAI 1 FD BY TEC POWER CONNECTION GABLE PG -I2 -NE -06(1) SUPPLIED T.F.G, INSTALLED BY T.G.C. (SHIPS LOOSE) POWER ADAfi tk GABLE PA -I2 -7N -0I PREINSTALLED BY T.F.G. NOTE= T.G.G. SHALL CONNECT ADJACENT GASES THROUGH POWER DISTRIBUTION GABLE PROVIDED BY T.F.G. ALL SUBSEQUENT GASES SHALL BE CONNECTED IN THIS MANNER. ca-), TYP I GAL NEW SIT DOWN SHOWCASE IN/ LED/FLUOR WIRING DETA I L N.T.S 5110R05-082311 5110R03-082311 FLUORESCENT LIGHTRAIL AT LEAD CASE 15 HARDWI TO POG, T.F.G. TO PROVIDE THE WHIP. PERMANENT CONNECTION TO POG 15 BY T.G.G, FLOOR MOUNTED J -BOX AT P.O.G. BY T.6.0, THIS SHOULD BE EXISTIN6 �\y IN STORES THAT HAVE EXISTING FLUORESCENT LIGHTRAIL5. POWER ADAV1 tK GABLE PA -12 -1E -0I PREINSTALLED BY T.F.G. J -BOX BY T.F.G DUPLEX FOR POWER SUPPLY PREINSTALLED T.F.G. –POWER SUPPLY FOR LED LIGHTRAIL PREINSTALLED BY T.F.G DUPLEX FOR MOLEX CONNECTORS POWER SUPPLY CASE TO CASE PREINSTALLED AT FLUORESCENT BY T.F.G. LIGHTRAILS –POWER SUPPLY FOR LED LIGHTRAIL PREINSTALLED BY T.F.G POWER CONNECTION GABLE PG -12 -7E -06t1) SUPPLIED BY T.F.G. (SHIPS LOOSE) FRONT OF SHOWCASE T.G.G. TO MAKE 2 CIRCUIT HARDWIRE CONNECTION TO J -BOX AT LEAD SHOWCASE. CIRCUIT I - LED POWER SUPPLY BLACK CIRCUIT CIRCUIT 2 - FLUORESGENT LIGHTRAILS. €11 POWER DISTRI PD -I2 -1E PROVI CONNECT' POWER CONNECTION GABLE PG -12-1E-06(1) SUPPLIED T.F.G, INSTALLED BY T.6.0, (SHIPS LOOSE) NOTE: T.G.G. SHALL CONNECT ADJACENT GASES THROUGH POWER DISTRIBUTION GABLE PROVIDED BY T.F.G. ALL SUBSEQUENT GASES SHALL BE CONNECTED IN THIS MANNER. TYP I GAL RETROFIT NON SECURITY SHOYVOASE YV/ LED/FLUOR V4I I NG DETA I L N.T.5 FLUORESCENT LIGHTRAIL AT LEAD CASE 15 HARDWIRED TO POG, T.F.G. TO PROVIDE THE WHIP. PERMANENT CONNECTION TO POG IS BY T.G.G, FLOOR MOUNTED J -BOX AT P.O.G. BY T.G.G, THIS SHOULD BE EXISTING IN STORES THAT HAVE SHOWCASES WITH EXISTING FLUORESCENT LIGHT RAILS. JB. –DUPLEX FOR POWER SUPPLY PREINSTALLED BY TEC. POWER ADAM LK GABLE PA -12 -1A -OI PREINSTALLED BY TF.G BY T.F.G POWER SUPPLY FOR LED LI&HTRAIL PREINSTALLED BY T.F.G POWER DISTRI PD -12 -IE -06 PROVI 'TYPICAL RETROFIT SIT DO N.T.S TE: TION GABLE -06(1) SUPPLIED T.F.G, BY T.G.G, LOOSE) T.G.G. SHALL CONNECT ADJACENT CA5E5 THROUGH POWER DISTRIBUTION GABLE PROVIDED BY T.F.G. ALL SUBSEQUENT GASES SHALL BE CONNECTED IN THIS MANNER. SHOWCASE W,/ LED/FLUOR WIRING DETAIL 51IOR04-082311 ( D 51IOR02-082311 SEPARATE PERMIT AND APPROVAL REQUIRED RECEIVED CITY OF TUKWILA JUL 2 2 2013 PERMIT CENTER rn CO 4.0 E PRO 130231 O <c: ««< d v O <�d�l Flu a“ .tlf N 0D-1 Ni`? 0 0 �� ELEG PETA I LS STORE NO. 0455 GI IEET: I.2 LTlAL U SERVICE VOLTAGE I20/208V, 3 PHASE, 4 HIRE "LI' ' Sc DEMAND it UJar SI60L01-051611 LOAD DESCRIPTION E - EXISTING F - TENANT'S FIXTURE CONTRACTOR T - TENANT L - LANDLORD G - TENANTS GENERAL CONTRACTORT LO D 9 1 SYMBOL EQUIPMENT TYPE DESCRIPTION EXTERIOR SIGNAGE: 2,400 W X 1.25 ÷ 360 - FE—L07 ELECTRICAL METALLIC mem SHALL BE USED WHEN CONDUIT 15 CONGEALED IN NON -MASONRY WALLS AND ABOVE DROPPED CEILINGS. ALL FITTINGS TO BE SET SCREW / LOCKNUT TYPE. G G 1 FLEXIBLE METAL MAY BE USED FOR EQUIPMENT AND OUTLET BOX CONNECTIONS A5 ALLOWED BY NE. C.; G G 1 SURFAGE MOUNTED /*.-- ABOVE GL'G • L• CONDUIT / TUBING LENGTH NOT TO EXCEED 3 Fit . LIQUID TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED BETWEEN VIBRATING EQUIPMENT AND OUTLET BOXES EXPOSED TO WEATHER AS ALLOWED BY NE. G.; LENGTH NOT TO EXCEED 3 H±1. G G 1 GAIN. GA. STEEL SHALL BE USED WHEN CONDUIT 15 TO BE EXPOSED. G 0DOWN 1 SCHEDULE 40 FvG SHALL BE USED WHEN CONDUIT 15 EMBEDDED IN OR BELOW SLAB ON GRADE. G C 1 TOTAL: AP 11 ALARM CONDUIT CONDUIT WITH PULLWIRE ROUTED TO ALARM PANEL AT THE TELEPHONE BOARD. REFER TO THE ABOVE SPECIFICATIONS FOR CONDUIT TYPE. G G 1 T IN TELEPHONE CONDUIT CONDUIT WITH PULLWIRE ROUTED TO TELEPHONE BOARD. REFER TO THE ABOVE SPECIFICATIONS FOR CONDUIT TYPE. G G i F •-.-EP / 11 FUTURE USE CONDUIT CONDUIT WITH PULLWIRE ROUTED TO ELECTRICAL PANEL AND TAG FOR FUTURE USE. REFER TO THE ABOVE SPECIFICATIONS FOR CONDUIT TYPE. G G 1 --'-D /� I' FUWRE USE DATA CONDUIT CONDUIT WITH PULLWIRE ROUTED TO ELECTRICAL PANEL AND TAG FOR FUTURE USE. REFER TO THE ABOVE SPECIFICATIONS FOR CONDUIT TYPE. G G 1 1 \\\\ CONDUCTOR WIRE MARKS INDICATE: HOT, NEUTRAL, SWITCH AND GROUND WIRES UNLESS OTHERWISE NOTED SHALL BE RATED FOR 600V. SIZE SHALL MEET THE REQUIREMENTS OF NEL. OR THE SIZES SHOWN ON THE DRAWINGS IF LARGER AND FOR BRANCH CIRCUITS SHALL BE NO.12 AWG MINIMUM. ALL WIRE SHALL BE SOFT DRAWN ANNEALED COPPER (l5% CONDUCTIVITY) TYPE THW OR THHN. NO ALUMINUM CONDUCTORS ARE G G - PERMITTED NO MARKS. INDICATE TWO (3) WIRES. ALWAYS INSTALL GROUND WIRE. • • • • • • , SWITCH LES INDICATES SWITCH LEG CIRCUITING G G - CONS HIRE N0.14 MG CAPPER CONDUCTOR 600V RATED INSULATION. G G - 20 TELEPHONE WIRE T T - WALL JUNCTION BOX REFER TO GENERAL NOTES FOR SPECIFICATION. G G 2 d DUPLEX RECEPTACLE NEMA HEAVY DUTY 5-20R CONFIGURATION. SPEC. GRADE WITH U -SHAPED GROUNDING POLE 4 A GREET! COLORED TERMINAL FOR CONNECTION OF A BONDING JUMPER. HUBBELL OR EQUAL. G G 2 GELING MOUNTED DUPLEX RECEPTACLE NEMA HEAVY DUTY 5-20R CONFIGURATION. SPEC. GRADE WITH U -SHAPED GROUNDING POLE 4 A GREEN COLORED TERMINAL FOR CONNECTION OF A BONDING JUMPER. HUBBELL OR EQUAL. G G 2 615 GFI GROUND FAULT INTERRUPT RECEPTACLE GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE (GPO) DUPLEX 20 AMP WITH NEMA 5-20R CONFIGURATION UL q43-12 CLASS A SPED. GRADE. G G 2 I 'MO '° QUAD REGEPTAGLE NEMA HEAVY DUTY 5-20R CONFIGURATION. SPEC. GRADE WITH U -SHAPED GROUNDING POLE 4 A GREEN COLORED TERMINAL FOR CONNECTION OF A BONDING JUMPER. HUBBELL OR EQUAL. G G 2 ® HALL TELEPHONE WALL .UNCTION BOX WITH HUBBELL #TWJII 4 CONDUCTOR WALL PHONE OUTLET G G 2 0 EGR DATA HALL COMMUNICATION JACK HALL .UNCTION BOX WITH HUBBELL 1126 STYLE LINE PLATE WITH #GI8 SINGLE 8 CONDUCTOR JACK G G 2 q CEILING CASE LIGHTS 3 SNAP SWITCHES SINGLE POLE / 3 -HAY SPEC. GRADE 20 AMP 120/211 VOLTS AC RATED, GENERAL USE QUIET TYPE NEMA HEAVY DUTY WITH SCREW TERMINALS. HUBBELL OR EQUAL. G G 2 Q FLOOR JUNCTION BOX HUBBELL 41132531 FLOOR BOX WITH 4153182 CARPET FLANGE AND 4152525 DOVER PLATE. G G 2 O FLOOR RECEPTACLE HUBBELL 41132531 FLOOR BOX WITH #53182 CARPET FLANGE: WITH #5362 DUPLEX RECEPTACLE WITH #53125 COVER PLATE, IF DESIGNATED TYPE "TL", WITH #4182 G G 2 COMBINATION THIST LOCK AND STRAIGHT BLADE RECEPTACLE WITH 1453125 COVER PLATE. ® FLOOR TELEPHONE HUBBELL 482531 FLOOR BOX WITH #53182 CARPET FLANGE WITH #52125 COVER PLATE WITH #563011 HOUSING WITH #55301B BLANK PLATE WITH #55,30°,35 STYLE LINE PLATE WITH #0244 DOUBLE 4 CONDUCTOR JACKS G G 2 0 EGR DATA FLOOR COMMUNICATION JACK HUBBELL #52531 FLOOR BOX WITH #53182 CARPET FLANGE WITH 4152125 COVER PLATE WITH #563011 HOUSING WITH 11553015 BLANK PLATE WITH 4155301,35 STYLE LINE PLATE WITH #618 SINGLE 8 CONDUCTOR JACK G G 2 20 ® SURFACE MOUNTED FLOOR JUNCTION BOX STEEL CITY GAT. 4158311-3/4, 4'x2 I/8'x2 1/8" UTILITY BOX, WITH 4158-G-6 COVER PLATE. G G 3 1 rd 12 SURFACE MOUNTED FLOOR DUPLEX STEEL CITY GAT. #58311-3/4, 4'x2 1/8'x2 I/8" UTILITY BOX, WITH HUBBELL 415362 DUPLEX RECEPTACLE, WITH STEEL CITY GAT. #58-C-1 COVER PLATE. IF DESIGNATED TYPE "TL, USE G G 3,4 RECEPTACLE HUBBELL #4112 COMBINATION TWIST -LOCK AND STRAIGHT BLADE RECEPTACLE. ® SURFACE MOUNTED FLOOR TELEPHONE STEEL CITY GAT. 4158311-3/4, 4'x2 1/81x2 1/8" UTILITY BOX, WITH HUBBELL #0244 DOUBLE 4 CONDUCTOR JACKS, WITH STEEL CITY GAT. #58-G-16 COVER PLATE. G G 3 632 ® 12 SURFACE MOUNTED EGR DATA FLOOR COMMUNICATION JACK STEEL CITY GAT. 4158311-3/4, 4'x2 1/85c2 1/8" UTILITY BOX, WITH HUBBELL #018 SINGLE 8 CONDUCTOR JACK, WITH STEEL CITY GAT. #58-G-16 DOVER PLATE. G G 3 ® G G 2 FIRE RATED FLOOR JUNCTION NGTION BOX THREADED HUBBELL +moPLUGi Utt .POKE -THROUGH WITH THREE -SERVICE FURNITURE FEED AND TWO TEL/DATA O FIRE RATED FLOOR RECEPTACLE HUBBELL *TT POKE -THROUGH WITH I -20A DUPLEX RECEPTACLE AND TELEPHONE / DATA. G G 2 TRANSFORMERWN EQUAL TO GE 600 VOLT DELTA -WYE "DRY TYPE" 3 PHASE GLASS "H" INSULATION WITH MULTIPLE TAPS ABOVE AND BELOW RATED VOLTAGE. MUST BE ENERGY STAR RATED. NA NA 5 GENERAL AREA LIGHTS 318 L ELECTRICAL SHALL BE GE, ITE, OR SQUARE "D" UTILIZING BOLTED BREAKERS WITH INTEGRAL MAIN E E 5 PANELBOARD BREAKER SIZE PER PLANS. CONTRACTOR SHALL PROVIDE TYPEWRITTEN DIRECTORY INSIDE OF PANEL DOOR. 20 DJ DISCONNECT SWITCHES SHALL MEET NEMA STANDARDS FOR TYPE HD HEAVY DUTY SWITCHES AND SHALL BE GE OR SQUARE "D" MAKE. NEMA 3R ENCLOSED IF EXPOSED TO THE WEATHER, ELSEWHERE NEMA 1 GENERAL PURPOSE ENCLOSURE; HORSEPOWER RATED. G G 5 1 TELEPHONE PANEL BOARD TELEPHONE PANEL BOARD: 4' X 8' X 3/4" A -G PLYWOOD, PAINT TO MATCH WALL 0 G - TV SECURITY CAMERA 420 T T - ;;; SPKR SECURITY SPEAKER T T - OVERHEAD DOOR MOTOR 20 T T - ElltItiEKI I. ALL CONDUIT SHALL BE CONGEALED IN FINISHED AREAS. ALL CONDUITS TO BE LEVEL. ALL CONDUIT SHALL BE SIZED PER N.E.G, 3/4" DIA. MIN. ALL CONNECTORS, COUPLINGS AND FITTINGS PER N.E.G. REQUIREMENTS. 2. ALL COVER PLATES TO MATCH SURFACE IN WHICH IT'S APPLIED ON. 3. SURFACE MOUNT UTILITY BOX ON FLOOR. 4. PROVIDE TW0 DEDICATED CIRCUITS PER DUPLEX RECEPTACLE AS REQUIRED. 5. T.G.G. SHALL VERIFY EXISTING ELECTRICAL EQUIPMENT AND UPGRADE A5 REQUIRED. GENERAL NOTES * Provide wiring devices of specification grade as indicated and/or scheduled. Catalog numbers shown are Hubbell, unless otherwise noted. * Where the store Is on any level, but the ground level, the conduit for floor outlets (Including telephone floor outlets shall) be run tight against the underside of the second floor slab. Slab shall be core drilled, sleeved and sealed water tight. Locations shall be reviewed and approved by Lcndlord prior to any core drilling. * Where the store Is on the ground level, the conduit for floor outlets (including telephone Floor outlets shall) be run concealed in the slob. Existing slab to trenched as required to install conduits. Patch the slab reinforcement and the slab to the landlord's specifications. * Outlet boxes shall be pressed steel knockout type case Iron with drilled, tapped, and plugged holes, and either hot -dipped galvanized or sherardized. All boxes to be of proper code size for the number of wires or conduits passing through or terminating therein. Standard size to be 4" square. * Color coding shall be In accordance with N.E.G. * All conduit, equipment, wiring, and wiring devices shall be N.E.G. rated. * Dimensions shown to wall and floor telephone outlets, -boxes, and Tight switches are to center of device. * Convenience receptacles shall be installed at a minimum of 18" A.F.F. to centerline unless otherwise noted. * Switch devices shall be installed at 48" A.F.F. unless noted otherwise. * All floor outlet devices shall be flush mounted with Finished floor. * Existing devices that meet requirements of devices specified by construction documents In description and location shall be reused when possible. * All wiring shall be specifically approved for plenum use and be Insulated copper type THW or THIN. * The use of "BX" or "ROMEX' Is not permitted. EXISTING 200A SERVICE (MIN. SIZE 4#3/0 CU IN 2" G) EXISTING LANDLORD 120/208V, 34), 4 HIRE LL.'S DISTRIBUTION. VERIFY EXACT LOCATION OF MALL ELECTRIC ROOM. 411MMIIP 411.11•0 11•1111110 o� LIOA ANALYSIS, I6OLO2-083111 SERVICE VOLTAGE I20/208V, 3 PHASE, 4 HIRE "LI' ' XIS DEMAND I LOAD DESCRIPTION C LO D 5160L05-061412 LIGHTING (ACTUAL LOAD): 8,184 W X 1.25 :- 360 Main: 225 Solid Neutral 200 Ampere Bus 200 Ampere Main Panel: EXISTING LOCATION 28.4 EXTERIOR SIGNAGE: 2,400 W X 1.25 ÷ 360 DESCRIPTION 83 Ate' TYPE RECEPTACLES. - W : 360 .. <' SIZER 11.8 ** : 6 12.0 MISC. EQUIPMENT: 4,310 H : 360 VIRE 51ZE EWH: 1 rr * ^ . 360 WATTS .• GST RTHP-I: 16,236 W 360 1, 2 45.1 STOREFRONT 516N +25% OF LARGEST MOTOR: 1,351 W - 360 L 3.8 * Greater of cooling or heating. j ** Misc. equipment includes ecr's, fax, security systems, TOTAL: 12 grille moter, plugmolds, etc.. SPARE 2 EXISTING 200A SERVICE (MIN. SIZE 4#3/0 CU IN 2" G) EXISTING LANDLORD 120/208V, 34), 4 HIRE LL.'S DISTRIBUTION. VERIFY EXACT LOCATION OF MALL ELECTRIC ROOM. 411MMIIP 411.11•0 11•1111110 o� 208V 3P/60A NON-FUSED DISCONNECT AT RTHP-i, PROVIDED BY T.G.G. T.G.G. TO PROVIDE 60A FEEDERS (MIN. SIZE 3 #6, 1 #10 I.6., 1" Ga T.G.G. TO PROVIDE 20A FEEDERS (MIN. SIZE 3 #12, I/2" G) J `LLS SPLICE BOX (VERIFY LOCATION IN FIELD) EXISTING METER EXISTING 200A5 <- LANDLORD'S SPACE TIME CLOCK - 24-HOUR TYPE, BY T.G.C.T — EXISTING PANEL L_ EXISTING 200A FEEDERS FROM LL.'S SPLICE BOX TENANT'S SPACE - 208v, 34 L-14 < NEN RTHP-I ROOF WP/6FI RECEPTACLE PROVIDED WITH UNIT CEILING RECEPTACLES FOR BURGLAR ALARM AND TELEPHONE REQUIREMENTS LOCATED ADJACENT TO TELEPHONE BOARD b(34%. ELECTRICAL RISER r, I AeRAM NO SCALE SIbORQ1-050212 NOTES: I. T.6.G. SHALL FIELD VERIFY ALL EXISTING ELECTRICAL EQUIPMENT. ALSO FIELD VERIFY THAT ANY EXISTING ELECTRICAL EQUIPMENT TO BE REUSED 15 OF ADEQUATE SIZE AND CONDITION TO MAINTAIN SAFE OPERATION. IF DISCREPANCIES ARISE CONTACT ZALE PROJECT MANAGER 2. NOT USED. 3. ALL HIRE SHALL BE COPPER ONLY, THH, TH41, THHW, OR APPROVED EQUAL OR BETTER. ALL WIRING SHALL BE IN CONDUIT. 4. ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMER, LIGHTS, DEVICES, CONDUIT, WIRE, ETC) NOT BEING USED SHALL BE REMOVED FROM THE SITE. DO NOT ABANDON IN PLACE. SEPARATE PERIM AND APPROVAL REQUIRED RECEIVED CITY OF TUKWILA JUL 2 2 2013 PERMIT CENTER % 434k J 9 147 Lhe ) 014N W w 14 cc LL 1 z 1 E PROJECT NO.: 130231 X_1 tai Ku- tv vId IA 0 Cf) k - (Nov O *0 0 m O m / RISER / SGS-iE17S STORE NO. 0455 SHEET: E2.0 "LI' ' XIS I I S LTI C N 5160L05-061412 Service: 120/208 Volts 2 Phase 4 Wires Cabinets: SURFACE Mounted Feed: DOTTOM Fed Main: 225 Solid Neutral 200 Ampere Bus 200 Ampere Main Panel: EXISTING LOCATION GKT DESCRIPTION WATTS Ate' TYPE MIRE SIZE .. <' SIZER ;. O : 6 2 SIZE VIRE 51ZE .AAI: be WATTS DESCRIPTION GST 1, 2 1 STOREFRONT 516N 1200 L 12 20 j 1 20 12 SPARE 2 I : 1200 I, 2 3 STOREFRONT SIGN 1200 L 12 20 1 20 12 R <-• -- AGLES IN GASES 4 1 2640 5 CEILING CASE LIGHTS 1110 L 12 20 120 12 L 1842 FRONT/REAR INCASE LIGHTS 6 1 3012 [ 1 CEILING CASE LIGHTS 615 L 12 20 - 1215 I 1 20 12 R 600 ULTRASCONIG CLEANER 8 1 q CEILING CASE LIGHTS 1080 L 12 20 1 20 12 R 120 REGEPTA6LES IN GASES 10 1 1800 11 CEILING CASE LIGHTS 615 L 12 20 1 1117 1 20 12 L 1102 FRONT/REAR INCASE LIGHTS 12 [ 13 GRAPHIC/LOGO LIGHTS 632 L 12 20 1 q ( 1 20 12 R 360 RECEPTACLE - GFI 14 1 15 GENERAL AREA LIGHTS 318 L 12 20 1 20 12 R 120 REGEpTAGLES 16 1 1038 11 BACK ROOM LIGHTS 420 L 12 20 1 20 12 R 540 REFRIGERATOR 18 1 460 I 2 ll ENTRY LIGHTS 126 L 12 20 1 - 1326 1 20 12 M 1200 MICROWAVE 20 2 21 SCONCE LIGHTING 144 L 12 20 1 1 20 SPARE 22 144 ID 23 DVR SECURITY EQUIPMENT 500 M 12 20 1 20 12 BIN 1800 NATER HEATER 24 1 I 2300 } 1,3 25 REMOTE EGR 250 M 12 20 1 150 1 20 12 M 500 TELEPHONE BOARD 26 1 I 1,3 21 COTE EGR 250 M 12 20 I 20 SPARE 28 1 250 1,3 2q ECR/CPU 500 M 12 20 I 20 SPARE 30 1 500 1,3 31 PRINTER/FAX 810 M 12 20 1810 1 20 12 M 1000 MOTORIZED O.H. GRILLE 32 1 1 1,3 33 REMOTE ECR 250 M 12 20 1 20 12 M 1000 MOTORIZED 0.H. GRILLE 34 1 1 1250 1,3 35 COTE EGR 250 M 12 20 I 1 20 SPARE 36 250 [ I 31 RTHP-I 5412 H 8 60 - 5152 1 20 12 R 540 MUSIC EQUIPMENT 38 3 1 31 5412 1 20 SPARE 40 5412 I 41 5412 5412 1 20 SPARE 42 } LOAD TYPE' LEGEND 25% LIGHTS AND SIGNS: 2,646 13305 � 12534 14211 SUB TOTALS L = LIGHTS AND SIGNS 25% LARGEST MOTOR: 1,351 R = RECEPTACLE DEMAND LOAD: 44,055 CONNECTED LOAD: 40,050 e M = MISCELLANEOUS DEMAND AMPERES: 122.4 PHASE BALANCE: 5.4% H = HVAC WH = WATER HEATER REMARKS: 1. PROVIDE AND INSTALL LOCK -ON BREAKER. 2. CIRCUIT TO BE CONTROL L FD THROUGH THE TIMECLOCK. General Notes: * All Items grayed out are existing to remain. * All breakers to be heavy-duty, bolt -on switching type. * Coordinate stub -ups with safe locations. * Minimum AIG: 14,000. T.G.G. to furnish type written Identification directory card for all main and branch circuits. * Electrical contractor shall balance panel loads to within 10% of each phase. 3. PROVIDE ISOLATED, INSULATED GROUND TO BUILDING COPPER OR STEEL. REFER TO ONE -LINE DIAGRAM FOR WIRE SIZE TO THIS 4. PROVIDE DEDICATED CIRCUIT.* 5. NEW CIRCUIT AND BREAKER BY T.G.G. 208V 3P/60A NON-FUSED DISCONNECT AT RTHP-i, PROVIDED BY T.G.G. T.G.G. TO PROVIDE 60A FEEDERS (MIN. SIZE 3 #6, 1 #10 I.6., 1" Ga T.G.G. TO PROVIDE 20A FEEDERS (MIN. SIZE 3 #12, I/2" G) J `LLS SPLICE BOX (VERIFY LOCATION IN FIELD) EXISTING METER EXISTING 200A5 <- LANDLORD'S SPACE TIME CLOCK - 24-HOUR TYPE, BY T.G.C.T — EXISTING PANEL L_ EXISTING 200A FEEDERS FROM LL.'S SPLICE BOX TENANT'S SPACE - 208v, 34 L-14 < NEN RTHP-I ROOF WP/6FI RECEPTACLE PROVIDED WITH UNIT CEILING RECEPTACLES FOR BURGLAR ALARM AND TELEPHONE REQUIREMENTS LOCATED ADJACENT TO TELEPHONE BOARD b(34%. ELECTRICAL RISER r, I AeRAM NO SCALE SIbORQ1-050212 NOTES: I. T.6.G. SHALL FIELD VERIFY ALL EXISTING ELECTRICAL EQUIPMENT. ALSO FIELD VERIFY THAT ANY EXISTING ELECTRICAL EQUIPMENT TO BE REUSED 15 OF ADEQUATE SIZE AND CONDITION TO MAINTAIN SAFE OPERATION. IF DISCREPANCIES ARISE CONTACT ZALE PROJECT MANAGER 2. NOT USED. 3. ALL HIRE SHALL BE COPPER ONLY, THH, TH41, THHW, OR APPROVED EQUAL OR BETTER. ALL WIRING SHALL BE IN CONDUIT. 4. ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMER, LIGHTS, DEVICES, CONDUIT, WIRE, ETC) NOT BEING USED SHALL BE REMOVED FROM THE SITE. DO NOT ABANDON IN PLACE. SEPARATE PERIM AND APPROVAL REQUIRED RECEIVED CITY OF TUKWILA JUL 2 2 2013 PERMIT CENTER % 434k J 9 147 Lhe ) 014N W w 14 cc LL 1 z 1 E PROJECT NO.: 130231 X_1 tai Ku- tv vId IA 0 Cf) k - (Nov O *0 0 m O m / RISER / SGS-iE17S STORE NO. 0455 SHEET: E2.0 CGS # M=fANlAL UIHN SU L 020812 THERMOSTAT 0 41‘ ( FIRE DAMPER DESIGN COOLING ! .... DESIGN HEATiNG I COOLING DATA AT Jun 1400 .: COOLING OA DB / WB 83.5 °F / 64.8 °F PLAN MARK DESCRIPTION MANUFACTURER MODEL NUMBER SPECIFICATIONS RTHP-I ROOP TOP HEAT PUMP YORK �,�� TONNAGE, 1.5, B.T.U. CAPACITY, G.F.M., 3000; STATIC PRESSURE, .25; ENTERING AIR TEMP, 625; AMBIENT TEMP., 15"; SENSIBLE CAPACITY, 14,000; OA. AIR, 446; HP., 3.0; VOLTS, 203; T G 1,23 - UNIT Wall Transmission OOUZKAGS PHASE, 3; M.C.A., 4'W, - 0 ft2 0 - Roof Transmission 1662 ft' 5526 R4IOA REFRIGERANT, ACCESSORIES: INTEGRATED PARABLADE ECONOMIZER, II5V CONVENIENCE OUTLET, 1662 ft2 9019 - Window Transmission 0 ft' 0 - HINGED ACCESS DOORS, HAIL GUARD, THRU-THE-BOTTOM ELECTRICAL CONNECTORS 0 - Skylight Transmission EF -I EXHAUST FAN GROAN bq6 110 CFM; RPM, 1050; STATIC PRESSURE, 0.1; AMPS, 0.1; VOLTS, 120; PHASE, 14'; ACCESSORIES: INTEGRAL BAGKDRAFT DAMPER G G - PLAN - 0 ft2 MODEL DAMPERS Floor Transmission SQUARE TO 0 ACCESSORIES 1662 ft' 0 - MARK DESCRIPTION MANUFACTURERNUMBER - FIRE VOLUME FRAME ROUND NECK FINISH 0 - 0 ft2 0 A 24"X24" GRILLE TITUS OMNI -- D100 TYPE I I0" 4' FACTORY WHITE TRM TRIM FRAME G G - B 2411X24" GRILLE TITUS OMNI --- D100 TYPE I 804' FACTORY WHITE TRM TRIM FRAME 0 0 - 0 231/4"X23-14" FADE TITUS 25RL - --- TYPE I --- FACTORY WHITE TRM TRIM FRAME G 0 - 0 - 0 0 Safety Factor 20% / 20% 7257 1297 20% 1804 0 »Total Zone:Loads :' - REMARKS: 7782 I. T.G.G. SHALL FURNISH AND INSTALL HONEYWELL #TB1220 "COMMERCIAL PRO", 1 -DAY PROGRAMMABLE THERMOSTAT. T -STAT SHALL HAVE 2 HEAT/2 COOL CYCLE, AUTO CHANGE OVER, 24 VAC. WITH BATTERY BACKUP AND HEAT PUMP COMPATIBLE. T -STAT SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND MOUNTED 50 THAT THE HIGHEST OPERABLE CONTROL 15 NOT MORE THAN 48" A.F.F. CONTACT THE LOCAL HONEYWELL DISTRIBUTOR FOR ORDERING. 2. PROVIDE SLOPED ROOF CURB TO MATCH EXISTING ROOF SLOPE. CONTRACTOR SHALL COORDINATE WITH EQUIPMENT SUPPLIER FOR EXACT SPECS. GENERALNOTES: 7782 * Air distribution devices shall be selected at a maximum of 35 noise criteria and at a maximum of 0.06' W.G. total pressure drop. Approved manufacturers are Metalaire, Titus and Krueger. * All new ductwork, furnished and installed by the T.G.G., shall be sheetmetal externally wrapped with Ili" thick fiberglass (I Ib. density) Insulation; foil faced, fabricated aid installed In accordance with the latest edition of SMAGNA. Seal all joints in ductwork with hardcast Iron Tip. All toilet exhaust ductwork shall be unlined sheet metal with joints sealed. All jewelry repair exhaust hood ductwork shall be unlined galvanizied sheet metal with solderedseams. * Flexible connections shall be provided In ductwork connected to the Inlet and outlet of all air handling units and fans. Connections shall be canvas, maximum 4' long, with minimum 1' slack. * Provide spin -In fittings for all round duct connections to rectangular duct. Spin -in fittings shall be factory fabricated and include a balancing damper with a locking quadrant and handle. * All diffusers and grilles, except ducted returns, shall be removable for access to calling plenum. * All supply diffusers shall have manual volume dampers. * Flexible duct Installation shall be In accordance with Underwriters' Laboratories, Staidord 181. Maximun length shall be 4'-O". * HVAC system components and devices shall be installed per manufacturer's recommendations. * Fire dampers shall be UL labeled and Installed as shown on the drawings or as required by NFPA qOA. Dampers and sleeves shall meet construction requirements of NFPA WA. Fire dampers shall be slam -shut typs complete with 18 gage steel frame for square or rectangular frames and 16 gage steel frame for round closed oval frames, stainless steel spring curtain closure, positive closed position lock, nominal 100% free area with damper door, and 160° F UL listed thermal type fusible Zink. Provide access panels to all fire dampers. * All mechanical equipment shall be identified by means of a nameplate permanently attached to the equipment. Nameplates shall be engraved laminated plastic or etched metal. * T.6.G. shall be responslble for furnishing and Installing roof curb adapter(s) for roof top HVAC. unit where required. * All roof mounted WAG equipment and apparatus shall have the store name stenciled with 2' high painted letters on all sides of the equipment. * All roof mounted equipment shall be set level. * All roof penetrations shall be done w/ landlord approval and landlord approved roofing contractor. * No pitch pockets are permitted on the roof for any condensate drains, refrigerant piping, power or control wiring. All connections are to be made Inside the equipment curb or through a manufactured piping curb. * When HVAC. unit is a split system Installer Is to be EPA certified. T.G.G., upon receipt of contract, shall forward proof of HVAC. installer's certification to Zale's protect manager. * All equipment to be installed by an authorized representative of manufacturer or installation verified by manufacturer's representative. * T.6.0. shall employ an Independent contractor for mechanical system testing and air balancing. Refer to Zale Delaware, inc. General Conditions for mechanical system testing and air balancing requirements. Provide a copy of this report tenant and mall operations director. * Refer to the reflected ceiling plan notes for sprinkler system specifications. T.G.G. shall contract sprinkler installation with mall approved sprinkler contractor. 0455 store SOUTHCENTER MALL, #X3I2 TUKWILA, WA. a8I88 SYMBOL LOAD COMPONENT SUMMARY 0 THERMOSTAT 0 PL -PILOT LIGHT $D-SMOKI! DETECTOR 5L-STROEE U6K FIRE DAMPER DESIGN COOLING ! .... DESIGN HEATiNG MOTORIZED DAMPER (NORMALLY OPEN) COOLING DATA AT Jun 1400 .: COOLING OA DB / WB 83.5 °F / 64.8 °F HEATING DATA AT PES HTG HEATING OA DB / WB ; 23.0 °F / 19.2 °F ZONE LOADS Details Sensible (BTU/hr) ` Latent (BTU/hr) Details Sensible (BTU/hr) Latent (BTU/hr) Window & Skylight Solar Loads 0 ft' 0 - 0 ft2 - - Wall Transmission 0 ft2 0 - 0 ft2 0 - Roof Transmission 1662 ft' 5526 - 1662 ft2 9019 - Window Transmission 0 ft' 0 - 0 ft2 0 - Skylight Transmission 0 ft' 0 - 0 ft2 0 - Door Loads 0 ft2 0 - 0 ft2 0 - Floor Transmission 1662 ft' 0 - 1662 ft' 0 - Partitions 0 ft2 0 - 0 ft2 0 - Ceiling 0 ft' 0 - 0 ft2 0 - Overhead Lighting 7740 W 18214 - 0 0 - Task Lighting 0 W 0 - 0 0 - Electric Equipment 1511 W 4617 - 0 0 - People 31 5428 6485 0 0 0 Infiltration - 0 0 - 0 0 Miscellaneous - 2500 0 - 0 0 Safety Factor 20% / 20% 7257 1297 20% 1804 0 »Total Zone:Loads :' - 43541 7782 - 10322 ': 0 Zone Conditioning 50942 7782 - 11639 0 Plenum Wall Load 0% 0 - 0 0 - Plenum Roof Load 50% 5526 - 0 0 - Plerxum Lighting Load 10% 2641 - 0 0 - Return Fan Load 3000 CFM 0 - 3000 CFM 0 - Ventilation Load 446 CFM 4094 -191 446 CFM 21387 0 Supply Fan Load 3000 CFM 4448 - 3000 CFM -4448 - Space Fan Coil Fars - 0 - - 0 - Duct Heat Gain / Loss 0% 0 - 0% 0 - » Total System Loads 67651 7591 28578 0 Central Cooling Coil - 67651 7598 - 0 0 Central Heating Cal - 0 - 28578 - >a Total Conditioning : - 67651 .' 7598 - 28578 0 Key: Positive values are clg toads Negative values are htg loads Positive values are htg loads Negative values are clg loads DESIGN CONDITIONS Design Parameters: City Name Seattle IAP Location Washington Latitude 47.5 Deg. Longitude 122.3 Deg. Elevation 449.0 ft Surmier Design Dry -Bulb 85.0 °F Summer Cdnddent Wet -Bulb 65.0 °F Summer Daily Range 18.3 °F Winter Design Dry -Bulb 23.0 °F Winter Design Wet -Bulb 19.2 °F ® • MARK 0 MANIAL.. NOTES 5150N01-040411 KEYED NOTES: I. T.G.G. SHALL REMOVE ALL EXISTING HVAC. EQUIPMENT AND RELATED DUCTWORK. DISPOSE OF PER LANDLORD'S DIRECTIONS. 2. EXHAUST FAN, EF -I, ABOVE TOILET CEILING. PROVIDE 6" DIA. DUCT FROM FAN TO EXISTING DUCT THRJJ ROOF. VERIFY LOCATION. REt'CR TO TOILET EXHAUST DETAIL. 3. NEN HEAT PUMP ROOFTOP UNIT. REFER TO MECHANICAL EQUIPMENT SCHEDULE FOR SPECIFICATIONS AND I/M2.0 FOR ELECTRIC ROOFTOP UNIT INSTALLATION DETAIL. 4. NEN GALVANIZED SHEET METAL SUPPLY AND RETURN DUCTS. INSTALL PER THE LATEST EDITION OF SMAGNA STANDARDS. 5. 11-ERMOSTAT TEMPERATURE SENSOR, MOUNT AT 48" A.F.F. 6. PROVIDE SMOKE DETECTOR, IN RETURN AIR DUCT FOR FAN SHUTDOWN. 1. SPIN -IN FITTING WITH MANUAL DAMPER, TYPICAL. 8. REFER TO 2/M2.0 FOR HVAC DUCTWORK DETAIL. q. PROVIDE FLEX CONNECTIONS AT SUPPLY AND FRESH AIR SOURCES AT UNIT. 10. DENOTES FLEX DUCT DOWN TO DIFFUSER OR GRILLE IN CEILING BELOW. 11. T.G.G. TO ENSURE DOOR 15 UNDERCUT ADEQUATELY FOR RETURN AIR. REFER TO DOOR / HARDWARE SCHEDULE. 12. NEN CONDENSATE DRAIN FROM NEN ROOFTOP UNIT. ROUTE 50 AS TO DISCHARGE INTO FLOOR DRAIN. PROVIDE I' AIR GAP. INSULATE AS REQUIRED. 13. LANDLORD'S EXISTING SPRINKLER MAIN. FIELD VERIFY EXACT SIZE AND LOCATION. 14. PROVIDE SPRINKLER HEAD (TYP). COORDINATE EXACT LOCATION WITH CEILING AND LIGHT FIXTURES. MODIFY SUPPLY PIPING AS REQUIRED. 15. PROVIDE SPRINKLER HEAD ON GYP. BOARD CEILING IN TOILET ROOM. COORDINATE EXACT LOCATION WITH LIGHT AND FAN FIXTURE. MODIFY PIPING AS REQUIRED. Ib. ALL SUPPORTS, HANGERS, STRAPS, DUCTS, EQUIPMENT 15 TO BE SUPPORTED FROM STRUCTURAL BEAMS AND NOT FROM DECK ABOVE. 0 COMM ISSIONIN6 NOTE Itt REFER TO NREC SECTION 1416 AND THE BUILDING COMMISSIONING GUIDELINES, PUBLISHED BY THE BUILDING COMMISSIONING ASSOCIATION, FOR COMPLETE TEXT AND GUILDELINES FOR BUILDING COMPLETION AND COMMISSIONING REQUIREMENTS. MCH. Le6eNr, 5155L01-031588 SYMBOL DESCRIPTION 0 THERMOSTAT 0 PL -PILOT LIGHT $D-SMOKI! DETECTOR 5L-STROEE U6K FIRE DAMPER © MOTORIZED DAMPER (NORMALLY OPEN) 0 ©., M(NOTORIZED DAMPER CLOSED) . .GORMALLY 4- / -> SUPPLY la RETURN AND/OR EXHAUST ACCESS PANEL DUCT ELBOW (PROVIDE TURNING VANES) FLEXIBLE DUCT CONN. TO RECTANGULAR DUCT WITH SPIN -IN CONNECTOR FLEX DUCT CHILLED WATER SUPPLY - GHS - CHILLED WATER RETURN - CHR - HOT WATER SUPPLY - HAS - HOT WATER RETURN - HI^IR - CONDENSER WATER SUPPLY - CM - CONDENSER WATER RETURN - CPR - CONDENSATE DRAIN GD 4- GONNEGT TO EXISTING - - EXISTING DUCTWORK HOT WATER LINES COLD WATER LINES SANITARY LINES VENT LINES Asommonmennet, - - 41:, L _ 0 L 0 0 0 00 RTHP-I 0 0 CG) 0 I 32x12 L ( A ) 430 GFM 0 I' J 0 0 8"N B) 2410 CFM 0 0, 0 430 MM 8". .. 0-' 0 0 20x12 0 0 0 (A) 430 GFM 12x12 0 I430 CFM C A 0 fl 0 MO 0 (A) 430 GFM 0 C A 430 GFM 0 0 0 0 0 MECHANICAL FLOOR PLAN 0 1/4" = 1'-0" '04c3-i� SATE APPROVAL REQUIRED 0 F EEIVED ITY OF TUKWILA JUL 2 2 233 PERMIT CENTER rn 00 Cf) A/E PROJ: T 0.. 30231 D1.71 <ro x"co wiLco zz.< 16116I IE � o =' NNL Cri 0� 0 z Vl tu ffVn z t{- 1 0 Iu X STORE NO. 0455 MI.O 1 EXTEND FOR TO 1\pjoi\I—CEILING AUST FAN NUAL VOLUME DAMPER GENERAL EXHAUST FAN DETAIL L NOT TO SCALE 5155012-040611 EQUIPMENT: RTU, FAN, ETG., ONE PIECE COUNTER FLASHING WITH HEMMED EDGE. PREFABRICATED ROOF CURB FASTENED TO ROOF DECK 8" 0.G. AT PERIMETER BUILT UP ROOF MEMBRANE K 31 X 3' X 3/16" ANGLE BY TGG TO FRAME ROOF OPENING. NON COMB BLOCKING BY TGG AS REGD. 4" X 3" X 1/4" SUPPORT ANGLE BY TGG BETWEEN ROOF JOISTS. TGG 15 TO PROVIDE A 6" LENGTH OF 4"X3"X1/4" ANGLE AT EACH END OF THE SUPPORT ANGLE FOR THE CONN. AT EXISTING ROOF JOIST TOP CHORD. NOTES: I. T.G.GTO FURNISH AND INSTALL ROOF CURB. 2. T.G.G TO CONTRACT WITH LANDLORD ROOFER FOR ALL ROOF CUTS AND PENETRATIONS. ROOF CURB DETA I L NOT TO SCALE 5155003-040612 r NEW ROOFTOP UNIT OUTDOOR AIR INTAKE PROOF CURB —ROOF DECK POWER WIRING T'STAT WIRING SUPPLY AIR DUCT _ RETURN AIR DUCT CONDENSATE DRAIN. ROUTE 50 A5 TO DISCHARGE INTO FLOOR DRAIN. NOTE. I. ALL CONNECTIONS AND SERVICES MUST BE INSIDE ROOF CURB. 2. DISCONNECT SWITCHES, BRACKETS, AND CONDUIT MUST BE CLEAR OF ALL UNIT PANELS AND AIR FLOW. BRACKETS MUST BE TO STRUCTURAL MEMBERS OF UNIT. ELECTRIC RTU INSTALLATION DETAIL NOT TO SCALE 5155001-040611 2" WIDE MIN. DUCT STRAP 48" 0.G. MAX. RIGID ROUND METAL DUCT EXTERNALLY INSULATED RIGID ROUND DUCT ELBOW EXTERNALLY INSULATED INSULATED FLEXIBLE DUCT MAX. LENGTH 4'-0". FIRE DAMPER (LOCATION WHEN REQUIRED) VOLUME DAMPER (FOR FINAL BALANC ADJUSTMENT) SPIN -IN FITTING WITH BALANCING DAMPER AND 45? EXTRACTOR (DAMPER USED FOR ROUGH BALANCING) METAL SUPPLY DUCT EXTERNALLY INSULATED DIFFUSER TRIM FRAME (DRYWALL CEILING ONLY) DIFFUSER CEILING * REFER TO THE MECHANICAL EQUIPMENT SCHEDULE FOR COMPONENT AND DEVICE SPEGIFATIONS. HVAC DUCTWORK I"=1'-0" 5155001-031515 I 69 SEPARATE PERMIT AND APPROVAL REQUIRED RECEIVED CITY OF TUKWILA JUL 2 2 2013 PERMIT CENTER a J w LCEI 0 ' W z 1. 0 e0 440 A/E PR .: 130231 N 6 <<<<<. Q cy u) O --1 rziXd1 tJi 'r idK 03=1 In 0 K N In 12 430 0 r, ETA I LS STORE NO. 0455 SI IEET: M2.0 z 1 0 ROOFTOP UNIT SHALL BE NTH NAME AND IEIV�N TENANT 'J r--1 AD I I LnJ --...NNW NMI .ffigi. 0 II II :1 0 OUTDOOR AIR INTAKE PROOF CURB —ROOF DECK POWER WIRING T'STAT WIRING SUPPLY AIR DUCT _ RETURN AIR DUCT CONDENSATE DRAIN. ROUTE 50 A5 TO DISCHARGE INTO FLOOR DRAIN. NOTE. I. ALL CONNECTIONS AND SERVICES MUST BE INSIDE ROOF CURB. 2. DISCONNECT SWITCHES, BRACKETS, AND CONDUIT MUST BE CLEAR OF ALL UNIT PANELS AND AIR FLOW. BRACKETS MUST BE TO STRUCTURAL MEMBERS OF UNIT. ELECTRIC RTU INSTALLATION DETAIL NOT TO SCALE 5155001-040611 2" WIDE MIN. DUCT STRAP 48" 0.G. MAX. RIGID ROUND METAL DUCT EXTERNALLY INSULATED RIGID ROUND DUCT ELBOW EXTERNALLY INSULATED INSULATED FLEXIBLE DUCT MAX. LENGTH 4'-0". FIRE DAMPER (LOCATION WHEN REQUIRED) VOLUME DAMPER (FOR FINAL BALANC ADJUSTMENT) SPIN -IN FITTING WITH BALANCING DAMPER AND 45? EXTRACTOR (DAMPER USED FOR ROUGH BALANCING) METAL SUPPLY DUCT EXTERNALLY INSULATED DIFFUSER TRIM FRAME (DRYWALL CEILING ONLY) DIFFUSER CEILING * REFER TO THE MECHANICAL EQUIPMENT SCHEDULE FOR COMPONENT AND DEVICE SPEGIFATIONS. HVAC DUCTWORK I"=1'-0" 5155001-031515 I 69 SEPARATE PERMIT AND APPROVAL REQUIRED RECEIVED CITY OF TUKWILA JUL 2 2 2013 PERMIT CENTER a J w LCEI 0 ' W z 1. 0 e0 440 A/E PR .: 130231 N 6 <<<<<. Q cy u) O --1 rziXd1 tJi 'r idK 03=1 In 0 K N In 12 430 0 r, ETA I LS STORE NO. 0455 SI IEET: M2.0 z 1 0 MARK 0 f'LUMBIN6 NOTES vtr KEYED NOTES: 1. NEW LAVATORY. SEE PLUMBING EQUIPMENT SCHEDULE FOR SPECIFICATIONS. 2. NEW WATER CLOSET. SEE PLUMBING EQUIPMENT SCHEDULE FOR SPECIFICATIONS. 3. NEW FLOOR DRAIN. SEE PLUMBING EQUIPMENT SCHEDULE FOR SPECIFICATIONS. 4. NEW Fl F6TRIG TANK TYPE WATER HEATER INSTALLED BELOW LAVATORY. SEE PLUMBING EQUIPMENT SCHEDULE FOR SPECIFICATIONS. 5. NEW WALL GLEANOUT. SEE PLUMBING EQUIPMENT SCHEDULE FOR SPECIFICATIONS. 6. EXISTING WATER CLOSET, LAVATORY, SINK AND WATER HEATER TO BE REMOVED. FIELD VERIFY EXACT LOCATIONS. GAP WATER SUPPLY BRANCH PIPING ABOVE FINISHED CEILING BACK TO MAIN. GAP SANITARY SEVER BRANCH PIPING BELOW FINISHED FLOOR BACK TO MAIN LEAVING NO DEAD ENDS. PATCH FLOOR BACK TO 'LIKE NEN" CONDITION. 1. EXTEND NEN 4" SANITARY PIPING AND CONNECT TO EXISTING PIPING AT LEAST 4" IN SIZE BELOW FLOOR. VERIFY LOCATION. 8. EXTEND NEN 2" VENT PIPING AND CONNECT TO EXISTING PIPING AT LEAST 2" IN SIZE. FIELD VERIFY LOCATION. 1. EXTEND NEN 3/4" GOLD WATER PIPING AND CONNECT TO EXISTING PIPING AT LEAST 3/4" IN 51E. FIELD VERIFY LOCATION. 10. REFER TO SANITARY RISER DIAGRAM, 2/P1.0 AND WATER RISER DIAGRAM, 3/PA. II. EXTEND NEN 2" WASTE PIPING AND CONNECT TO EXISTING PIPING AT LEAST 2' IN SIZE BELOW FLOOR. VERIFY LOCATION. I2. EXTEND NEN 1 1/2' VENT PIPING AND CONNECT TO EXISTING PIPING AT LEAST 2' IN SIZE. FIELD VERIFY LOCATION. 5L5. LEAD FLASHING SHALL BE FORMED TO CHIPPED CONCRETE WITH A POSITIVE SLOPE TO CLAMP DEVICE. PROVIDE NON - SHRINK SPOUT UNDER LEAD FLASHING AS REQUIRED TO FACILITATE POSITIVE SLOPE (ANY FLASHING MATERIALS OTHER THAN LEAD IS UNACCEPTABLE. MINIMUM WIDTH OF FLASHING SHALL BE 24"). ADJUSTABLE FINISH FLOOR STRAINER SLOPE TO DRAIN CAST IRON FLOOR DRAIN • •. GORE DRILL 10"4' AND 4". HOLES THREADED OR CAULK OUTLET OUTLET NOTE: THE GENERAL CONTRACTOR SHALL PROVIDE A ONE PIECE WATER PROOF MEMBRANE FLOOR AND BASE IN THE TOILET ROOM. ASME RATED TEMP d PRESSURE RELIEF VALVE 118" THK. STEEL PLATE. VELD TO ANGLE FRAME DRAIN PAN ROUTE 1" DRAIN LINE FULL SIZE TO DRAIN VACUUM RELIEF VALVE -� 5154D03-040411 ELECTRIC WATER HEATER. RE: SCHEDULE 3"X3"XI/4"ANGLE FRAME WELD ALL SEAMS. NOTE: RELIEF VALVE DRAIN FOR HOT WATER HEATER SHALL BE PIPED TO NEAREST DRAIN. C".") 4AThR NEATER DETA IL wr NOT TO SCALE 5154P02-031518 • YNASThNINT RISER DIAGRAM N.T.S. <<>:1 J 1/2" FLOOR PENETRATION (TYPICAL) VNATER RISER SER D I AGRAM N.T.S. 3/4' I/2" UMIM UIMNT SH0428 l3 O MARK EQUIPMENT TYPE PRODUCT DESCR 1 PTI ON G - GENERAL CONTRACTOR LL - LANPLORV E - EXISTING T - TENANT REMARKS INSTALLED BY RANIS}w BY WOO WALL CLEANOUT GLEANOUTS SHALL BE AS MANUFACTURED BY JOSAM, ZURN MFG., OR EQUAL AND SHALL BE INSTALLED AT ALL BENDS, ANGLES, AND ENDS OF ALL WASTE AND SEWER LINES. AS GALLED FOR ON THE DRAWINGS, AND A5 REQUIRED BY LOCAL GORES. ALL FLOOR GLEANOUTS SHALL BE BROUGHT TO GRADE. IN ALL GASES GLEANOUTS SHALL BE PROVIDED WITH SUFFICIENT SPACE FOR RODDING. G G I FD FLOOR DRAIN JOSAM 3" 30000-5 SERIES, CAST IRON DRAIN WITH NIGKLE-BRONZE ADJUSTABLE SQUARE STRAINER, INSIDE CAULK, OUTLET AND CLAMPING DEVICE. TRAP PRIMER CONNECTION. G C I LAV LAVATORY AMERICAN STANDARD #0321.015 "DEGLYN" Ig' X 11". PROVIDE AMERICAN STANDARD GERAMIX 1$2000.101 FAUCET WITH POP-UP DRAIN. G 0 1,2,3,4,1 5K3 SMALL SINK AT REPAIR ELKAY *GR -I121 'CELEBRITY SINGLE BOWL SINK' STAINLESS STEEL, 3 HOLE SELF RIMMING WITH AMERICAN STANDARD MONTERREY *1502.170 GENTERSET LAVATORY FAUCET WITH WRIST BLADE HANDLES AND GRID STRAINER DRAIN. G G 1,2,4 WO WATER CLOSET ELDER #Oq1-2115 1.6 &PF PATRIOT ELONGATED WATER CLOSET WITH ELDER *124-0245 RIM TOILET SEAT AND COVER. FLUSH VALVE ON APPROGHABLE SIDE G G 1,2,5 NHI WATER HEATER RHEEM OR EQUAL #EESP6,120V, I PHASE, 1500W, (6 GAL.) G G I REMARKS I UNDERSLAB ROUGH -IN, FINAL CONNECTIONS, AND VENTS FURNISHED AND INSTALLED BY T.6.G. 2 PROVIDE SHOCK ARRESTORS AT EACH FIXTURE CONNECTION EQUAL TO THOSE MANUFACTURED BY PRECISION PLUMBING PRODUCTS, J05AM, OR ZURN AND SHALL BE PDI RATED. 3 PROVIDE JOSAM CARRIER #300 WITH CONGEALED ARMS AND BLOCK PATTERN FLOOR SUPPORT. 4 PROVIDE 1 I/2' "P' TRAP, 3/6" CONTROL STOPS, AND STRAIGHT VALVES IN SUPPLY LINES. 5 PROVIDE 3/8" FLEXIBLE SUPPLY RISER WITH STOPS. 7 ALL PIPING BELOW LAVATORY SHALL BE INSULATED AND CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORY. 6iRAL NOTES * All valves shall be brass and manufactured by Crone, Nibco, Grinnel, or equal. * All cutting of and support for roof openings, pitch pans, roof curbs, flashings, and roof repairs, etc., shall be the responsibility of T.G.G. and shall employ the LL's roofers for this work in order to maintain the roof bond. * Sanitary sewer and domestic water shall be stubbed In to the premises by the LL. See mechanical sheets for locations. * Piping For sanitary sewer and vent lines shall be DWV-PVC-schedule 40 where allowed by code and landlord. Contractor shall field verify type prior to bid and Installation. Foam -core INC piping not allowed. * Domestic water and hot water piping shall be c• • •er type "L" with wrought copper fittings. All water piping shall be insulated with 1" thick fiberglass with an oil-ouroose locket ASJ as manufactured • Johns Manville or Owens-Gornina. * Screwed pipe shall be made up with pipe compound cpplied to the male thread with not more than two threads IeFt exposed. Pipe shall be reame after threading. * Copper joints shall be made up with q5.5/4/5 lead free solder. * Horizontal piping shall be supported at Intervals not to exceed 10'-0' with swivel split pipe hangers equal to Crane #Iggf or 6rinnel *104. * Contractor v4111 demonstrate the operation of system to FuII satisfaction of tenant. bas piping shall withstand air pressure testing per Uniform Plumbing Code. * Contractor shall sterilize all domestic water piping according to ANNA specifications. PLUMB I NG FLOOR PLAN I/4" = I'-0" b(( 8 y SEPARATE RE'RIM-AND APPROVAL REQUIRED RECEIVED CITY OF TUKWILA JUL 2 2 2013 PERMIT CENTER 1\r 1 kk Cr co w /E PROMS T N 130231 o � ««<u Q ate[ V m 0 0 < I 'du -1K on -7--i in O K N 1. CO 0 #) 0 0 STORE NO. 0455 SHEET: I.O ZALES SOUTHCENTER MALL TUKfI LAS Store So,. Ft.: Selling Scl. Ft.: L.F. Straight Cases: L.F. Bonu0/2 of 2 Tier) L.F. Corners: L.F. TOTAL: L.F. Shams: L.F. Gift Shelves: Linear Pod Count Showcase Pucks: Security Showcases: Prelim ("slued : Final Issued: Store Planner: Planner Extension: 1' 4 0455 FULL 5/c1/15 AKCJ 4443 VISUAL MERCHANDISING PLAN 1/4" = I' -O" V5L=0455-PLN SEPARATE PERMIT AND APPROVAL REQUIRED RECEIVED CITY OF TUKWILA JUL 2 2 2013 ERMIT CENTER En 1 " w OMIIM w 0 -11 PEI /; LL rn CO CO M A/E • 1,] i.• .: 130231 2 z .< � dJ lY� AI { =1 it to 0 Lu U)0 —1 40 0 D _ cn STORE NO. 0455 V I . 0 1