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Permit D13-190 - YANKEE CANDLE - TENANT IMPROVEMENT
YANKEE CANDLE 630 SOUTHCENTER MALL D13-190 City of'ukwila Department of Communi 'DeveloPment 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-43 1-3670 Inspection Request Line: 206-431-2451 Web site: http://www.TukwilaWA.gov • DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 630 SOUTHCENTER MALL TUKW Suite No: Project Name: YANKEE CANDLE Permit Number: D13-190 Issue Date: 07/30/2013 Permit Expires On: 01/26/2014 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: LAUREN CHASE Address: 16 YANKEE CANDLE WY , S DEERFIELD MA 01373 Contractor: Name: HORIZON RETAIL CONST INC Address: 1516 S GREEN BAY RD , RACINE WI 53406 Contractor License No: HORIZRC072N5 Lender: Name: SELF FUNDED - YANKEE CANDLE Address: Phone: 410-544-1700 Phone: Expiration Date: 04/15/2015 DESCRIPTION OF WORK: NEW TENANT: TENANT INTERIOR REMODEL FOR NEW YANKEE CANDLE - SEE PLANS BUILDING, MEP, FLOOR WALL CEILINGS, STORFRONTS ETC. Value of Construction: $150,000.00 Fees Collected: $3,113.76 Type of Fire Protection: SPRINKLERS 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 D13-190 Printed: 07-30-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: 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: N Number: 0 Size (Inches): 0 Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non -Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: 7- 3 O- j'.5 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Date: Signature: Print Name: //plez4e-- This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non -building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. doc: IBC -7/10 D13-190 Printed: 07-30-2013 7: All construction shall be done in conformalowith the approved plans and the requiremer f the International Building Code or International Residential Co nternational Mechanical Code, WashingtonWe Energy Code. 8: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 11: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 12: ***FIRE DEPARTMENT CONDITIONS*** 13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 14: 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) 15: 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) 16: 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) 17: 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) 18: 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) 19: 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) 20: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 21: 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) 22: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 23: 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 nearest visible exit sign. (IFC 1011.1) 24: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 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 doc: IBC -7/10 D13-190 Printed: 07-30-2013 a width not less than 2 inches (51 mm) wide e- pt the letter "I", and the minimum spacing b een letters shall not be less than 0.375 inch (9.5 mm). Signs larger to minimum established in section 1011.5.1 e International Fire Code shall have letter widths, strokes and spa •ing in proportion to their height. The word "E ' 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) 25: 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) 26: 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) 27: 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) 28: 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) 29: 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) 30: 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). 31: 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.) 32: 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) 33: 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) 34: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 35: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 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 D13-190 Printed: 07-30-2013 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. -0\ ? \? 0 Project No. Date Application Accepted: 5 o- '5 Date Application Expires: t 301** -)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: 630 SOUTHCENTER MALL Tenant Name: YANKEE CANDLE King Co Assessor's Tax No.: Suite Number: 204 PROPERTY OWNER Name: WESTFIELD SOUTHCENTER MALL Address: 633 SOUTHCENTER MALL City: TUKWILLA State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: LAUREN CHASE C/O YANKEE CANDLE Address: 16 YANKEE CANDLE WAY City: S DEERFIELD State: MA Zip: 01373 Phone: (410) 544-1700 Fax: (410) 544-1692 Email: LAUREN_CHASE@NATIONALPERMITS.( GENERAL CONTRACTOR INFORMATION Company Name: Address: Address: 12035 COLWICK City: SAN ANTONIO State: TX Zip: 78216 Phone: (210) 408-1860 Fax: (210) 408-0273 City: State: Lo``W1-k�"1 Zip: Phone: Fax: City: State: Contr Reg No.: Phone: Exp Date: Tukwila Business License No.: 1 o4 H:'Applications\Forms-Applications On Line\201I Applications\Permit Rpplicatlon I vise I.docx Revised: August 2011 bh Floor: 2ND New Tenant: ® Yes ..No ARCHITECT OF RECORD Company Name: RSW CONSULTANTS Architect Name: JIMMY L POWERS # 9869 Address: 12035 COLWICK City: SAN ANTONIO State: TX Zip: 78216 Phone: (210) 408-1860 Fax: (210) 408-0273 Email: ENGINEER OF RECORD Name:ck.c.__,� -O t'(J1Il`�il�v, y Company Name: Address ✓ Engineer Name: M se Lo``W1-k�"1 Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name:ck.c.__,� -O t'(J1Il`�il�v, y 1„Q ccvai, "r'r Address ✓ IiCU M se Lo``W1-k�"1 City: State: Zip: Page 1 of 4 • BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 150,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): TENANT INTERIOR REMODEL FOR NEW YANKEE CANDLE SEE PLANS BLDG , MEP , FLR , WALL , CEILINGS , STOREFRONT ETC Will there be new rack storage? ❑ Yes Z.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1s` Floor 2nd Floor 1,602 1,602 IIB M 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 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 - . -= demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CE PENALTY 0 AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER THE S _":. OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. Date: 05/16/2013 Print Name: LAUREN CHASE (YCC OWNER AGENT) Day Telephone: (410) 544-1700 Mailing Address: 16 YANKEE CANDLE WAY H:\Applications\Forms-Applications On Line \201 I Applications\Permit Application Revised - 8-9-11. docx Revised, August 2011 bh S DEERFIELD MA 01373 City State Zip Page 4 of 4 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-43 1-3670 Fax: 206-431-3665 Web site: http://www.TukwilaWA.2ov RECEIPT Parcel No.: 9202470010 Permit Number: D13-190 Address: 630 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 05/30/2013 Applicant: YANKEE CANDLE Issue Date: 07/30/2013 Receipt No.: R13-02552 Payment Amount: $63.00 Initials: JEM Payment Date: 09/05/2013 12:58 PM User ID: 1165 Balance: $0.00 Payee: DANIEL SIUDAK (BY PHONE) TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd MC Authorization No. 04222J ACCOUNT ITEM LIST: Description 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 63.00 Total: $63.00 rinr.• Rpcpint-OA Printed: 09-05-2013 • • is wq� City of Tukwila Department of Communi '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: D13-190 Address: 630 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 05/30/2013 Applicant: YANKEE CANDLE Issue Date: Receipt No.: R13-02242 Payment Amount: $2,156.70 Initials: WER Payment Date: 07/30/2013 10:11 AM User ID: 1655 Balance: $0.00 Payee: HORIZON RETAIL CONSTRUCTION INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 310741 2,156.70 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: $2,156.70 1,884.40 267.80 4.50 eine, D.r.inf_na Printed: 07-30-2013 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.T ukw ila WA . gov RECEIPT Parcel No.: 9202470010 Permit Number: D13-190 Address: 630 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 05/30/2013 Applicant: YANKEE CANDLE Issue Date: Receipt No.: R13-01757 Payment Amount: $957.06 Initials: WER Payment Date: 05/30/2013 10:16 AM User ID: 1655 Balance: $2,156.70 Payee: NATIONAL SERVICES GROUP TRANSACTION LIST: Type Method Descriptio Amount Payment Check 334039 957.06 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 957.06 Total: $957.06 DAM.A. ng_zn_'n1z INSPECTION NO. INSPECTION RECORD Retain a copy with permit J713-I'� PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 Project: ( Jo ki, Type Fq Mspe tion• DO t ‘ t (I Addre s. 3>J at Date Called: Special Instructions: Z. Date Wanted: 95 ..„,..-211 ` a.m. 44.„ Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. •� COMMENTS: • 17-eriWT- r)O-e I • REINSPECTION FEE REQUIRED., rior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspe tor: Dater �, O INSPECTION RECORD Retain a copy with permit INSPECTION N0.` 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: Type of..lnspe tion: • Address:p (/)3) _5c AM/ Date Called: ---- Special Instructions: I a ...1 4i1t, itI Date Wanted.-. �z ..?---1---,1 5 .a_m) p.m. Requester: Phone No: LJApproved per applicable codes. I2Corrections required prior to approval. COMMENTS: (-0 oceo- r1).),AA.Ps:/1 -PAA( -14 N Datei, 4 REINSPECTION FEE REQUIR D. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 190 Project:Project:a Y A -A C Q e C 41J(6- Type of Inspection: f: n1 a -t .L . k0"16 Address ii Date Called: Special Instructions: _ Date Wanted„ 1 -2 -/3 p.m. Requester: Phone No: 2t02—Aq5-537i ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: c...41A7""ate r e...k4ceitet, { Ins r ector: 4/1 Dat n REINSPECTION FEE REQUI rior to next inspection. fee must be paid at 6300 Southcenter Blvduite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO.. • PERMIT NO: CITY OF TUKWILA BUILDING ovisION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 ._ � t'3-1cr Pro' : '1 . 0 14-c..-0 %‘N1� Type Inspection: ;' ()) /-4AMI(ib O6 14T%f -41147(5 --J17-7/00-7.74 Address: (930 SCS OA FW Date Called: p-) r,ve-Sim ke Atirh imaiUS - 40,p/of Special Instructions: Date anted: k-IO_t3 ' Ca-.rrir Ir Requester: Phone a&2- cS- c Approved per applicable codes. Corrections required prior to approval. COMMENTS: pa, ()) /-4AMI(ib O6 14T%f -41147(5 --J17-7/00-7.74 G L)- z mi6 -- 4 PP ddD . p-) r,ve-Sim ke Atirh imaiUS - 40,p/of 61. l e'mP ,"7 O'nveA'u' y-4,pia/d 3o r)ey5 Sr "/0 </..,110/94;.41 /3., fl vc, c&ri.1 3 tor: Date: INSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPEC ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 \„2 (206) 431-3670 , Permit Inspection Request Line (206) 431-2451 qo Project:, A-nJk e€ c_A-Ai4 Imo- Type of Inspection: s u S o LE. : L ,'i11› Address' . AAA -0 30 S c_. Date Called: -� Special Instructions: C,�! i��` - ''0� MVS -r- L1 /1 -Vg..- ASLeS7`e S Date Wanted: _ ' rim_ p.m. Requester: coPhone No: Approved per applicable codes. EJ Corrections required prior to approval. COMMENTS: Date �+ / 3 Insp ctor: REINSPECTION FEE REQUIRED. rior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 1/ INSPECTION RECORD. t . Retain a copy with permit O/J / l) 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 �^ Project: // __....e.e. / Type of Inspection: „c...,/.5.0„,,,e_e_..-at Addres• 3a C- /C1( es // Date Called: Special Instructions: Date Wanted:. /,3 a.m. p. m. Requester: Phone No: / _ / viApproved per applicable codes. 0 Corrections required prior to approval. J COMMENTS: /1 Inspectgr:/ Date: Q` /3 l - `- ( 1 ❑ REINSPECTION FE ' EQUIRED. 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 1713-190 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 „„1,,, (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Prot: jYA N/K 0 Etkib Type of Inspection: So S PF&AEI) en C,11\1 G ArkDate �aC yv.1i`}il Called: Special Instructions: Dat anted: — 3 0— 13 a. m a Requester: Phone No: (P.-(02.— �+ 5 - s39 1 Approved per applicable codes. C14 Corrections required prior to approval. COMMENTS: G��j1.r.��r� ice/• `y►- � La 1/ SI^. /77 Got le Inspector: Date8-30.71:3 7 -3 n REINSPECTION FEE REQ RED. Prior to next inspection. fee must be paid,at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.. INSPECTION RECORD --Retain a copy with permit. (3 _ IG 0 INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 . (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Projec/t Type o . Inspection: Address: ('30S.6. NAif Date Called: Special Instructions: Date nted: 1 —01-1— t'j a.m p.m. Requester: i I _a**, Phone No:4,2 -9C6- '6 39 !'63c l Int"' proved per applicable codes. QCorrections required prior to approval. COMMENTS: p A _ N IM 6 - M lot C,. P,t&v i e (---c {--c,.—, I,s iP 9`-1--- / 1 D -N( -4 1 1..)777- i / NI i I _a**, a 's ''/ \ InsptiC./1(427 06t Dat REINSPECTION FEE RUIRED. Prior to ext inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPESiTION NO. INSPECTION RECORD Retain a copy with permit (3 �C' 1 PERMIT NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Proj cr (l icte.. c- t�-- Type of Inspectio ,. Vel Address- (3P Sc- M 1.(sr- Date Called: Special Instructions: / Date Wanted: -� 3 ;-;-7-...-(Q Requester: Phgne rem �n G S n I • Approved per applicable codes. D Corrections required prior to approval. 6 COMMENTS: S At) '(AS . c k 1 spec' tor:, Date: r. n REINSPECTION FEE REdUIREE . P ic(r to next inspection. fee must be paid at 6300 Southcenter Blvd.. uit 00. Call to schedule reinspection. 1 INSPECTION NO. INSPECTION RECORD . .' Retain a copywith permit I 1 -A 1,a I PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 12 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pro: : Pro IJ k&- 0 A n/cbtc- Type of Inspection - _L_ UJ Address:, i C0 -;(-)E 0- IM A t•(_.� Date Called: Special Instructions: Date ."' /(---- 1 ed: W P.m. Requester: Phone No: JApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: I Date—// 3 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. CITY .OF TUKWILA BUILDING DI 6300 Southcenter Blvd., #100, Tukwila. WA 981881- Permit 8188!- Permit Inspection Request Line (206) 431-2451 INSPECTION RECORD Retain a copy with permi HERMIT NO. SION (206) 431-3670 Project: AAA 1 TYPe ¢f-1 A--» : 417 Addres1 Date Called: Special Instructions: (Oe 1.)'r : (___Al u '1 Date Wanted: 6___ i 4-- 13 am: Requester: Phone Nq: c 5 � ,......53,,/ EIApproved per applicable codes. EJ Corrections required prior to approval. COMMENTS: Pi o 6--0 1--e C Sit C. < t.JA-ilI ,)i( (Oe 1.)'r : (___Al u '1 . S,J 'e_c `Ton _f_. ---A j A-_ 04 r i J Ins ector: Date: t i,,/ , (3 n REINSPECTION FEE REQUI D. Pr for to next inspection. fee must be paid at 6300 Southcenter.Blvt . Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit D'1 /3 �D°!S� !3-F-170 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Yankee_ eq�/1� Type of I pection: FiA�7 Fire Alarm: Address:/Contact Suite #: 4.3t sow/ -Z ei4' /%t/ Person: f Ac, l —D /<%-- Special Instructions: Phone No.: ` yApproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: "" Tec. r1In; krcc. Monitor: f Ac, l —D /<%-- Permits: Occupancy Type: .' Fire.. Alar/ -I-e) lei -- Or Fna11 &ILI/ A .4) t 141 g 1—. ri,iatir-ote . s- f _ .__ _ _._ _ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:fie 4.--q Date: cy%, /13 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit �J - lc7a /77 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: tJC-c.sr- Cor cite. Fire Alarm: Type of Inspection: Col v e.t. Address: Suite #:1530 ff /11, /) Contact Person: O k fes, Special Instructions: 4errelk l 6., 3-11 too 4-) Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: (- OK fir, co,,er 40,frA414d i h l-e,�reP., 71-- (2- 4el z O k fes, rover 4errelk l 6., 3-11 too 4-) Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: L pyykviDate: eit / Hrs.: , 1 -- $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 ASBESTOS SURVEY AND HAZARD ASSESSMENT Tenant Space #204 Southcenter Shopping Center Tukwila, Washington 1. BUILDING AND TENANT SPACE4DESCRIPTION Southcenter Shopping Center is located in Tukwila, Washington and was constructed in 1968. The retail mall is a one-story (non anchor stores) steel column/beams and bar joist building. The mall's heating and cooling is provided by roof -top boilers and cooling units located throughout six penthouses. Heating and air conditioning to the tenant spaces is provided by circulatin hot and cold water from the roof -top penthouse to heat exchangers located within the tenant spaces. Exterior and common corridor walls are Concrete Masonry Units (CMUs) and the interior walls are gypsum board on metal studs or plaster on lathe. Tenant space #204, The Fan Club, has a total area of 1,602 SF of which approximately 960 SF is retail and 642 SF is storage. The retail is carpeted/decorative linoleum and the storage area has white 1' x 1' vinyl tile. The retail area ceiling is 2' x 4' lay -in tile and the storage area is open to the deck. The walls are gypsum board on metal studs. The mechanical/domestic water lines are uninsulated and the ductwork is insulated with fiberglass. II. TYPES OF SUSPECTED ASBESTOS MATERIAL Table I summarizes the laboratory test results for all bulk material samples that were collected during the inspection. All samples were analyzed by polarized light microscopy with dispersion staining method. As shown, the following types of materials were found in the building: 1. Gypsum board, joint compound and Joint tape throughout the tenant space. All samples tested negative for asbestos. 2. Floor tile and mastic located within the storage area. All samples tested negative for asbestos, 3. Ceiling tile throughout the tenant space. All samples tested negative for asbestos. There exists the possibility for additional asbestos -containing floor tile/mastic to be beneath the carpet in occupied retail spaces. However, this condition could not be verified without damaging the carpeting. Therefore during renovation, if floor tile/mastic is observed, samples should be taken to determine asbestos content. III. HAZARD ASSESSMENT No asbestos -containing materials found. BA`s rv/14001.32/Nl#210/001 M/Southrentor 1 • • RECEIVED CITY OF TUKWILA SEP 10 2013 PERMIT CENTER Table No. 1 Bulk Sample Results Southcenter Shopping Center Type of Sample Sample I.D. No. Tenant No. Location Material Concentration Material 02199119008a/b/c 204 Storage White floor 00% tile 02199119009a/b/c 204 Storage Mastic 00% 02199119010a/b/c 204 Retail Ceiling tile 00% 02199119011 204 Entire Gypsum board 00% 02199119012 204 Entire Joint 00% compound 02199119013 204 Entire Joint 00% compound tape • • 02199119011 02199119012 02199119013 02199119008A 02199119008B 02199119008C 02199119009A 02199119009B 02199119009C 02199119010C 02199119010A • • 021991190108 • REFLECTED CEILING PLAN TENANT SPACE # 204 FLOOR PLAN 0 c 111 S25 gJJ A 02/19/91 IOW OP 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2009,Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Address Yankee Candle Date 5/14/2013 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. FILE COPY Applicability (yes, no, n.a.) Code Section Component Infortpation Require(* _ Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) - Yes 1513.1 Local control/access Schedule with type, indicate locations E.1 Yes 1513.2 Area controls Maximum limit per switch E.2 N.A. 1513.3 Daylight zone control Schedule with type and features, indicate locations vertical glazing Indicate vertical glazing on plans overhead glazing Indicate overhead glazing on plans Yes 1513.4 Display/exhib/special Indicate separate controls E.2 N.A. 1513.5 Exterior shut-off Schedule with type and features, indicate location (a) timer w/backup Indicate location (b) photocell. Indicate location 1513.6 Inter. auto shut-off Indicate location 1513.6.1 (a) occup. sensors Schedule with type and locations Yes 1513.6.2 (b) auto. switches Schedule with type and features (back-up, override capability); Indicate size of zone on plans E.2 1513.7 Hotel/motel controls Indicate location of room master controls 1513.8 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) Yes 1514 Max. watts Indicate watts for each exit sign E. 2 LIGHTING POWER ALLOWANCE (Section 1530-1532) Yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture type lamps, ballasts, watts per fixture N.A. 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) Yes 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 If "no" is circled for any question, provide explanation: REVIEWED FOR CODE COMPLIANCE ,.: APPROVED (JUN 13 2013 City of Tukwila BUILDING DIVISION tA3l9O 9869 JIMMY L. POVVE STATE OF WASH; RECEIVED CITY OF TUKWILA MAY 3 0 1013 PERMIT CENTER 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 Yankee Candle Date 5/14/2013 Westfield South Center For Building Department Use Seattle, WA Applicant Name: Yankee Candle co., Dave Conway Applicant Address: 16 Yankee Candle Way Applicant Phone: South Deerfield, MA 01373 Project Description Merch Display • New Building • Addition fri Alteration t. Plans Induded Indicate controls (Sections 1513) including commissioning requirements on plans. Compliance Option 0 Prescriptive 1 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) {iNo 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 rrtlenor Area in ft2 Allowed x Area 101 & 102 Retail 1.33 1647 2191 Merch Display Sales 0.60 1060 636 G LED Downlight 12 17 204 ** From Table 15-1 (over) - document all exceptions on form LTG -LPA Proposed Lighting Wattage Total Allowed Watts 2827 Location (floor plan/room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed A LED Track Head 88 17 1496 D1 LED Track Head 16 17 272 G LED Downlight 12 17 204 L Fluorescent Strip 7 64 448 FL Light/Fan 1 100 100 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 2520 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. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Permit Plans Checklist 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential MECH-CHK Revised February 2011 Project Address Yankee candle Date The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, na) . Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401-1424) 1411 Equipment Performance Yes 1411.1 Minimum efficiencyEquipment schedule with type, capacity, efficiency M.1 N.A. 1411.1 Combustion htg. Indicate intermittent ignition, flue/draft damper & jacket loss N.A. 1411.1 Air-cooled chiller Provide total air and water chiller capacity N.A. 1411.2.1 Water-cooled chiller Full -load and NPLV values adjusted for any non-standard conditions Yes 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule M. 1 N.A. 1411.5 Unenclosed Heat Indicate radiant heat system and occupancy controls 1412 HVAC Controls Yee 1412.1 Temperature zones Indicate locations on plans m.1 Yes 1412.2 Deadband control Indicate 5 degree deadband minimum M . 1 N.A. 1412.3 Humidity control Indicate humidistat Yes 1412.4 Setback and Shutoff Indicate thermostat with 7 day program capability & required setback M.4 N.A. 1412.4.1 Dampers Indicate damper location, leakage rate, control type, & max. leakage N.A. 1412.4.2 Optimum Start Indicate optimum start controls N.A. 1412.5 Heat pump control Indicate heat pump thermostant & outdoor lockout on schedule N.A. 1412.6 Combustion heating Indicate modulating or staged control Yes 1412.7 Balancing Indicate balancing features on plans m.3 N.A. 1412.8 Ventilation Control Indicate demand control ventilation for high -occupancy areas N.A. 1412.9 Loading Dock & Garage Ventilation Indicate enclosed loading dock & parking garage ventilation system activation and control method. Yes 1423 Thermostat interlock Indicate thermostat interlock on plans M.4 Yes 1432.2.1 Temperature Reset Indicate temperature reset method M.4 1413 Air / Water Economizers N.A. 1412.1 Single zone systems Indicate multiple cooling stage control capability. Yes 1413.1 Air Econo Operation Indicate 100% capability on schedule M.1 N.A. 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb N.A. 1413.2 Wtr Econo Document Indicate max. OSA condition for design clg load & equipment performance data. N.A. 1413.3 Integrated operation Indicate capability for partial cooling N.A. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting Systems Yee 1414.1 Duct sealing Indicate duct design pressures, sealing, and testing requirements M. 3 Yee 1414.1.2 Low press. duct test Indicate applicable low pressure duct systems shall be leak tested m.3 N.A. 1414.1.3 High press. duct test Indicate high pressure duct systems shall be leak tested, and identify the location of this ductwork on plans Yes 1414.2 Duct insulation Indicate R -value of insulation on duct M. 3 1415 Piping Systems N.A. 1415.1 Piping insulation Indicate R -value of insulation on piping 1416 Completion Requirements Yea 1416.3.2 System Balancing Indicate air and water system balancing requirements M. 3 Yes 1416.3.3 Functional Testing Provide sequence of operations and test procedures. 14.3 Yes 1416.3.4 Documentation Indicate O&M manuals, record drawings, staff training M. 3 Yes 1416.3.5 Comm. Report Indicate requirements for final commissioning report M. 3 Yes 1416.4 Compliance Chklist Submit to building official upon substantial completion. 14.3 Yes Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer M. 1 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Permit Plans Checklist Continued MECH-CHK 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Address Yankee Candle Date The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, na) Code Section Component Information Required Location on Plans Building Department Notes SERVICE WATER HEATING AND HEATED POOLS (Sections 1440-1454) 1440 Service water htg. N.A. 1441 Elec. water heater Indicate R-10 insulation under tank N.A. 1442 Shut-off controls Indicate automatic shut-off of circulators or heat trace N.A. 1443 Pipe Insulation Indicate R -value of insulation on piping N.A. 1444 Pump Energy Indicate method of pump energy management (Sec 1438) N.A. 1445 Heat Recovery Indicate preheat capacity as % of peak service water demand. 1460 Heated Pools N.A. 1452 Heat Pump COP Indicate minimum COP of 4.0 N.A. 1452 Heater Efficiency Indicate pool heater efficiency N.A. 1453 Pool heater controls Indicate switch and 65 degree control N.A. 1454 Pool covers Indicate vapor retardant cover N.A. 1454 Pools 90+ degrees Indicate R-12 pool cover N.A. 1455 Heat Recovery Indicate method and capacity of exhaust air temperature reduction COLD STORAGE (Sections 1460-1465) 1460 Cold Storage N.A. 1463 Evaporators Indicate motor type and speed control N.A. 1464 Condensors Indicate condenser cooling type, design wb temp and control N.A. 1465 Compressors Indicate design minimum condensing temp and control. If "no" is indicated for any item in Sections 1401-1424 or 1440-1465 , provide explanation: 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Summary MECH-SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Info Project Address Yankee Candle Date Westfield South For Building Dept. Use Seattle, WA Applicant Name: Yankee Candle Co. - Dave Conway Applicant Address: 16 Yankee Candle Way Applicant Phone: South Deerfield, MA 01373 Project Briefly describe system type Description mechanical and features. Plans Drawings must contain notes requireing compliance with commissioning requirements - Section 1416 ti Includes Compliance Option • Simple System 0 Complex System G Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH-SUM for simple & complex Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Equip Type Brand Name' Model No./ Capacity2 Btu/h OSA CFM or Econo? SEER or EER IPLV3 Econmizer Option or Exception Heat Recovery Y/N RTU -1 RTU Carrier 50HC-A06A2M5-0A1F0 60 Econ. 13 N Heating Equipment Schedule Equip. ID Equip Type Brand Name' Model No./ Capacity2 Btulh OSA cfm or Econo? Input Btuh Output Btuh Efficiency" Heat Recovery Y/N RTU -1 Elec. Carrier with RTU 27 Econ 37 N Fan Equipment Schedule Equip. ID Equip Type Brand Name/ Model No.1 CFM SP/ HP/BHP Flow Controls Location of Service 11f available. 2 As tested according to Table 14-1A through 14-1G. 3 If required. ° COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable airvolume(VAV), constant volume (CV), or variable speed (VS). 6 Exception number from 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Summary (back) MECH-SUM 2009 Washington State Energy Code Comp lance Forms for Nonresidential and Multifamily Residential Revised February 2011 System Description See Section 1421 for full description p of Simple System qualifications. All Systems: t: No humidification? t. No Reheat? If Heating/Cooling or CoolingOnly:? Y r Constant vol? • Split system? ■ <=84,000 Btuh? t. Economizer included? t►; Air cooled? �, Packaged sys. • <=135,000 Btuh? Cooling Cap <=15 Btuhtft2? • • Heating Cap. > 0 & <=10 Btuh/ft2 If Heating Only: • <1000 cfm? ■ <30% outside air? ■ Heating Cap. <=10 Btuh/ft2? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. Yes Heating Only Reference Section 1421 alifies Economizer Exception tion 1 Simple System Allowed (section 1420) Use Complex Systems (section 1430) Complex Systems Refer to MECH-COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. C 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Summary MECH-SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Info FILE R!► MAN COPY Project Address Yankee Candle Date Westfield South For Building Dept. Use Seattle, WA Applicant Name: Yankee Candle Co. - Dave Conway r4pplicantAddress: 16 Yankee Candle Way Applicant Phone: South Deerfield, MA 0137,...c:.:,-,: Project Briefly describe type Description mechanicalsystem and features. Plans eo6g \ c'sr,c-jc \� 1t, 42111- NIC:=c ON J\ . \1 �� �.,tr•5\"`\ �O Drawings must contain notes requireing • .rf2ijiVe with co i .Toning requirements -Section 1416 t, Includes Compliance Option • Simple System Q Complex Syste o yste , s Analysis (See Decision Flowchart (over) for qualifications. Use se.arate MECH-SUM for simple & complex Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Equip Type Brand Name' Model No.1 Capacity2 Btuth OSA CFM or Econo? SEER or EER IPLV3 Econmizer Option or Exceptions Heat Recovery Y/N RTU -1 RTU Carrier 50HC-A06A2M5-0A1F0 60 Econ. 13 N Heating Equipment Schedule Equip. ID Equip Type Brand Name' Model No.' Capacity2 Btu/h OSA cfm or Econo? Input Btuh Output Btuh Efficiency.' Heat Recovery WN RTU -1 Elec. Carrier with RTU 27 Econ 37 N Fan Equipment Schedule Equip. ID Equip Tie grarsitiame' ModelNo.' CFM SP1 HP/BHP Flow Controls Location of Service 7EVIEVVED FOR )DE COMPJANCE APPROVED JUN 13 2013 leVir "I sed ac BulifONC Ui V i i rding to Table 14-1A through 14-1G. 3 If required. 4 COP, HSPF, Combustion Effic'ency, orUE as variable airvolume(VAV), constant volume (CV), or variable speed (VS). 6 Exception numb EIVED CITY OF TUKWILA MAY 3 0 2013 PERMIT CFNTRQ b‘--190 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Summary (back) MECH-SUM 2009 Washington State Energy Code Comp lance Forms for Nonresidential and Multifamily Residential Revised February 2011 System Description See Section 1421 for full description p of Simple System qualifications. All Systems: t: No humidification? t. No Reheat? If Heating/Cooling or Cooling Only: n9 Y t. Constant vol? ■ Split system? • <=84,000 Btuh? t*. Economizer included? t►; Air cooled? t i Packaged sys? ■ <=135,000 Btuh? Cooling Cap <=15 Btuh/ft2? • ■ Heating Cap. > 0 & <=10 Btuh/ft2 If Heating Only: • <1000 cfm? • <30% outside air? ■ Heating Cap. <=10 Btuh/ft2? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. Yes Heating Only Reference Section 1421 \ / Yes • Yes Yes alifies Economizer Exception tion 1 • Yes Simple System Allowed (section 1420) Yes • Use Complex Systems (section 1430) Complex Systems Refer to MECH-COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Address Yankee Candle Date 5/14/2013 The following information is in the 2009 Washington State necessary to check a Nonresidential Energy permit application for compliance with the lighting, motor, and transformer requirements Code. Applicability (yes, no, n.a.) Code Section Component Information Require( Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) Yes 1513.1 Local control/access Schedule with type, indicate locations E.1 Yes 1513.2 Area controls Maximum limit per switch E.2 N.A. 1513.3 Daylight zone control Schedule with type and features, indicate locations vertical glazing Indicate vertical glazing on plans overhead glazing Indicate overhead glazing on plans Yes 1513.4 Display/exhib/special Indicate separate controls E.2 N.A. 1513.5 Exterior shut-off Schedule with type and features, indicate location (a) timer w/backup Indicate location - (b) photocell. Indicate location 1513.6 Inter. auto shut-off Indicate location 1513.6.1 (a) occup. sensors Schedule with type and locations Yes 1513.6.2 (b) auto. switches Schedule with type and features (back-up, override capability); Indicate size of zone on plans E.2 1513.7 Hotel/motel controls Indicate location of room master controls 1513.8 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) . Yes 1514 Max. watts Indicate watts for each exit sign E.2 LIGHTING POWER ALLOWANCE (Section 1530-1532) Yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture type lamps, ballasts, watts per fixture N.A. 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) Yes 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: 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 Yankee Candle Date 5/14/2013 Westfield South Center For Building Department Use • Seattle, WA Applicant Name: Yankee Candle Co., Dave Conway Applicant Address: 16 Yankee Candle Way Applicant Phone: South Deerfield, MA 01373 Project Description Merch Display • New Building • Addition n Alteration t: Plans Induded Indicate controls (Sections 1513) including commissioning requirements on plans. Compliance Option 0 Prescriptive • 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) 12 not changed ■ No changes are being made to the lighting and space use ■ 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 intenor Area in ft Allowed x Area 101 & 102 Retail 1.33 1647 2191 Merch Display Sales 0.60 1060 636 G LED Downlight 12 17 204 ** From Table 15-1 (over) - document all exceptions on form LTG -LPA Proposed Lighting Wattage Total Allowed Watts 2827 Location (floor plan/room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed A LED Track Head 88 17 1496 D1 LED Track Head 16 17 272 G LED Downlight 12 17 204 L Fluorescent Strip 7 64 448 FL Light/Fan 1 10 0 10 0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 2520 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. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Permit Plans 2009 Washington State Energy Code Compliance Forms Checklist MECH-CHK for Nonresidential and Multifamily Residential Revised February 2011 Project Address Yankee Candle Date The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, na) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401-1424) 1411 Equipment Performance Yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency M.1 N.A. 1411.1 Combustion htg. Indicate intermittent ignition, flue/draft damper & jacket loss N.A. 1411.1 Air-cooled chiller Provide total air and water chiller capacity N.A. 1411.2.1 Water-cooled chiller Full -load and NPLV values adjusted for any non-standard conditions Yes 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule M.1 N.A. 1411.5 Unenclosed Heat Indicate radiant heat system and occupancy controls 1412 HVAC Controls Yes 1412.1 Temperature zones Indicate locations on plans M.1 Yes 1412.2 Deadband control Indicate 5 degree deadband minimum m.1 N.A. 1412.3 Humidity control Indicate humidistat Yee 1412.4 Setback and Shutoff Indicate thermostat with 7 day program capability & required setback M.4 N.A. 1412.4.1 Dampers Indicate damper location, leakage rate, control type, & max. leakage N.A. 1412.4.2 Optimum Start Indicate optimum start controls N.A. 1412.5 Heat pump control Indicate heat pump thermostant & outdoor lockout on schedule N.A. 1412.6 Combustion heating Indicate modulating or staged control Yes 1412.7 Balancing Indicate balancing features on plans M.3 N.A. 1412.8 Ventilation Control Indicate demand control ventilation for high -occupancy areas N.A. 1412.9 Loading Dock & Garage Ventilation Indicate enclosed loading dock & parking garage ventilation system activation and control method. Yes 1423 Thermostat interlock Indicate thermostat interlock on plans m.4 Yes 1432.2.1 Temperature Reset Indicate temperature reset method M.4 1413 Air / Water Economizers N.A. 1412.1 Single zone systems Indicate multiple cooling stage control capability. Yes 1413.1 Air Econo Operation Indicate 100% capability on schedule M.1 N.A. 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb N.A. 1413.2 Wtr Econo Document Indicate max. OSA condition for design clg load & equipment performance data. N.A. 1413.3 Integrated operation Indicate capability for partial cooling N.A. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting Systems Yes 1414.1 Duct sealing Indicate duct design pressures, sealing, and testing requirements M. 3 Yee 1414.1.2 Low press. duct test Indicate applicable low pressure duct systems shall be leak tested M.3 N.A. 1414.1.3 High press. duct test Indicate high pressure duct systems shall be leak tested, and identify the location of this ductwork on plans Yea 1414.2 Duct insulation Indicate R -value of insulation on duct M.3 1415 Piping Systems N.A. 1415.1 Piping insulation Indicate R -value of insulation on piping 1416 Completion Requirements Yes 1416.3.2 System Balancing Indicate air and water system balancing requirements M. 3 Yes 1416.3.3 Functional Testing Provide sequence of operations and test procedures. M.3 Yes 1416.3.4 Documentation Indicate O&M manuals, record drawings, staff training m.3 Yes 1416.3.5 Comm. Report Indicate requirements for final commissioning report M. 3 Yee 1416.4 Compliance Chklist Submit to building official upon substantial completion. M. 3 Yes Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer M• 1 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Permit Plans Checklist Continued MECH-CHK 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Address Yankee Candie Date The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, na) Code Section Component Information Required Location on Plans Building Department Notes SERVICE WATER HEATING AND HEATED POOLS (Sections 1440-1454) 1440 Service water htg. N.A. 1441 Elec. water heater Indicate R-10 insulation under tank N.A. 1442 Shut-off controls Indicate automatic shut-off of circulators or heat trace N.A. 1443 Pipe Insulation Indicate R -value of insulation on piping N.A. 1444 Pump Energy Indicate method of pump energy management (Sec 1438) N.A. 1445 Heat Recovery Indicate preheat capacity as % of peak service water demand. 1460 Heated Pools N.A. 1452 Heat Pump COP Indicate minimum COP of 4.0 N.A. 1452 Heater Efficiency Indicate pool heater efficiency N.A. 1453 Pool heater controls Indicate switch and 65 degree control N.A. 1454 Pool covers Indicate vapor retardant cover N.A. 1454 Pools 90+ degrees Indicate R-12 pool cover N.A. 1455 Heat Recovery Indicate method and capacity of exhaust air temperature reduction COLD STORAGE (Sections 1460-1465) 1460 Cold Storage N.A. 1463 Evaporators Indicate motor type and speed control N.A. 1464 Condensors Indicate condenser cooling type, design wb temp and control N.A. 1465 Compressors Indicate design minimum condensing temp and control. If "no" is indicated for any item in Sections 1401-1424 or 1440-1465 , provide explanation: RMJ • Structural Engineers Robinson Meier Juilly & Associates August 21, 2013 Mr. Wesley Krech Ni Design 11 Talcott Notch Road Farmington CT 06032 Re: Yankee Candle South Center, Seattle WA Storefront Support RMJ Job # 13155 Dear Mr. Krech, Principals Peter Robinson, S.E. Jnyson E. Haines, S.E. Based on our research with the landlord tenant coordinator, the existing steel structure for the mall mechanical platform, adjacent to the storefront, was designed, and is adequate for a suspended tenant ceiling, as well as lateral loads from the storefront and/or rolling grille. If you have questions regarding this information, please do not hesitate to call. Sincerely, il)€- \N- yson Haines, S.E. Vice President 241 Joaquin Avenue San Leandro CA 94577 (510) 991-0977 www.rmjse.com RECEIVED CITY OF TUKWILA AUG 2 6 2013 PERMIT CENTER EXPIRES 04-17-2014 PERMIT COORD COPY e PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-190 DATE: 08/26/13 PROJECT NAME: YANKEE CANDLE SITE ADDRESS: 630 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS:. Building Division Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete DUE DATE: 08/27/13 Incomplete n 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 Notation: Approved with Conditions n DUE DATE: 09/24/13 Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping 0 PW 0 Staff Initials: ANT COORD COPY• PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-190 DATE: 05-30-13 PROJECT NAME: YANKEE CANDLE SITE ADDRESS: 630 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: AtA(sr.`t1) Ii7ilDivision PlriV11/3Eictf~ ding3 AVV\ Aw c, li— '3 Fire Prevention 4/1 - Planning Division Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 06-04-13 Not Applicable Comments: Permit'Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route K Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions 1X1 Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 07-02-13 Permit Center Use Onlif CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: Documents/routing slip.doc 2-28-02 PROJECT NAME: l SITE ADDRESS: (Q f C wkbt S o 04-r-ew ..j\ PERMIT NO: `j — (q o ORIGINAL ISSUE DATE: 'j_ 30 13 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS INITIALS Ii...evc _ — ,e1(. W� 5 �(� Summary of Revision:; rebs r,�,�J S vs ,eik �e lad o � � c,�i I � Received by: 4 g_ie— /5�°fe 2 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 print) • City of Tukwila 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 Date: 08/20/2013 the mail, fax, etc. Plan Check/Permit Number: Response to Incomplete Letter # Response to Correction Letter # Revision # t after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Yankee Candle ^44-,--e;111kd AUG 2 6 2013 ~ERma cENTEA Project Address: 630 Southcenter Mall Contact Person: Wesley Krech Phone Number: (860) 678-1946 x104 Summary of Revision: Please find the following revised sheets along with letter from Structural Engineer of Record attached separately; 1. Revised sheets A.2 & M.2, revised per plumbing fixture layout at new restroom, due to conflicts below slab with the locations of existing structural beams within existing concrete slab. 2. Revised sheets S1.0 & S2.0, revised per elimination of built-up columns and box -beam for support of new gyp. bd. soffit/ceiling, and attachment of new gyp. bd. soffit/ceiling to the flange of existing steel beams (please note: exg. steel beams do not provide any mall roof structure support, only support of exg. mall mechanical platform above). 3. Sealed Letter from Structural Engineer of Record, supplemental description of design intent for proposed usage of existing steel beams to support new gyp. bd. soffit/ceiling. Please note drawings are clouded accordingly, per revised specifications Sheet Number(s): A.2, M.2, S1.0 & S2.0 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Ak& Entered in Permits Plus on H:\Applications\Forms-Applications On Line\2010 Applications \7-2010 - Revision Suburittal.doc Revised: May 2011 Contractors or Tradespeople Pri r Friendly Page • General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name HORIZON RETAIL CONST INC UBI No. 601483044 Phone 2626386000 Status Active Address 1500 Horizon Drive License No. HORIZRC072N5 Suite/Apt. License Type Construction Contractor City Sturtevant Effective Date 8/25/1993 State WI Expiration Date 4/15/2015 Zip 53177 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 HENDERSEN, JON E Cancel Date 01/01/1980 Amount GUSTIN, ROBERT L 7 01/01/1980 5919211 HENDERSON, JON E 03/29/2014 01/01/1980 JAWORT, DAN Agent 01/01/1980 ZURICH AMERICAN INS CO Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 HANOVER INS CO 1592447 04/10/2002 Until Cancelled $12,000.00 04/15/2002 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 7 ZURICH AMERICAN INS CO 5919211 03/29/2009 03/29/2014 $1,000,000.0003/18/2013 6 ZURICH AMERICAN INS CO 59192110001 03/29/2006 03/29/2009 $1,000,000.0003/24/2008 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions/Citations Information No records found for the previous 6 year period httns://fortress.wa.i;ov/lni/bbip/Print.aspx 07/30/2013 33 91'-&" - LEASE DIMENSION 11'-0" 24'-O" 24'-O" 24'-0" / GG TO PROVIDE NEW ADA COMPLIANT LAV., W.G. AND GRAB BARS (TTP SEE DETAIL I/A.3 GC TO PROVIDE 111PUSH BUTTO E TO BE GONNEGTED L-1 TO BUZZER AT STOGK/SALE5 d WALL 11 GYP. BD. GEILING AT 8'-O" A.F.F. NOTE: PROVIDE NEW 6" METAL FRAMING ABOVE NEW TOILET ROOM FOR NEW STORAGE PLATFORM. PROVIDE ADDITIONAL SUPPORT POSTS A5 REQUIRED. REFER TO DETAIL I/A.3 EXG. w A ADJACENT TENANT 641-51/2" 18'-0" 20'-0" 20' -IO 1/2" EXIT Qi. CORRIDOR CO PROVIDE 'NOBLESEAL T5' WATERPROOF MEMBRANE UNDER NEW FLOOR AND 6" UP WALLS (TYP) (4) QUADPLEX OUTLETS, DATA AND VOIGE FOR SECURITY UNIT. SEE DETAIL 2/E.2 51-6" Z'AP r-- T 2'-10" 35" 35" - r 1 I AFF T AFF Jam/ D ,. 'L . .I 18" AFF NEW BUZZER TO BE GONNEGTED TO NEV PUSH BUTTON AT SERVIGE DOOR //// lyizw r# /ilii/� w (DR -2)k 1- B NEW III I;I III w III NEW ----� NEW D[ T - 1 B r -- W B NEW tirs Fe a- II 1 u1 II II aall A = Q NEW �f/ ././4/ / /i / //ilii Ar/ /ilii / / /ilii .0" Ar / NEW DUPLEX OUTLET AT 15" A.F.F. q1 t---107" h1 q1 AFF 1 1 1 L r 1 I L w C NEW i55�7ill/SS57/f Floor Patch Note: T.G.G. TO REMOVE ANY AND ALL EXISTING FLOOR OUTLETS AT SALES AREA (INCLUDING REMOVAL OF CIRCUITING BACK TO PANEL AND BOX REMOVAL). PATCH AND REPAIR SLAB AS REQUIRED TO RECEIVE NEW FLOORING. REFER TO FLOORING/FINISH PLAN ON DRAWING A6 (TYP.) 1 1 L r L 1-_-_-1 J OUTLINE OF NEW GEILING MOUNTED ELEGTRIGAL OUTLETS (TYP. OF 2) • r -1 L 1 POWER FOR SIGN TO BE LOCATED ABOVE GEILING, GOORDINATE FEED TO STOREFRONT WITH SIGN CONTRACTOR (ELECTRICAL CONTRACTOR TO MAKE TERMINATION TO SIGN) ICS=- ]I. , L-- �� ���� , 20'-4" \ \ i �' - T I }\ � \ : CANVAS CONNECTION (TYPIGAL) 1 REFER TO ROOF CURB DETAIL. ROOFTOP 2"(50 MM) LUS X X BLOW THRU HVAC UNIT 2X VENT, V O GIN— = -- RETURN Al DUCT CEILING L SUPPLY Al DUCT VERIFY IN FIELD IF EXISTING OPENING GAN BE REUSED. PROVIDE OPENING THROUGH ROOF AND ROOF DECK INSULATION NO LARGER THAN REQUIRED TO ALLOW DUCTS TO PASS THROUGH. INSTALL ROOFTOP UNIT LEVEL REQUIRED TO ASSURE PROPER DRAINAGE. FLASH AND COUNTER FLASH ROOF PENETRATIONS, ETG. TO ASURE WEATHER TIGHT INSTALLATION. ROOFTOP UNIT M-2 SCALE: NONE 1/2" (15 MM) ROUND ROD PIN INSULATION STAND-OFF HANDLE WITH LOCKING QUADRANT INSIDE END BEARING !1T11111101T1T/T11111I1T1111111111r ►rte 011/111/111W11111T1111111111111T1P INSULATION 4 SECTION 11/110111100011//1111 !ii/T1/111111 4.10e11110" 111111111111111/1T11111/11/T11111T111/1 SIDE ELEVATION VOLUME DAMPER NOTES: INSULATION DUGT OUTSIDE END BEARING DAMPER BLADE 1/8" (6 MM) CLEARANCE ALL AROUND STIFFEN BLADE AS REQUIRED DAMPER BLADE HANDLE WITH LOCKING QUADRANT DUGT 1. DETAIL SHOWS SINGLE BLADE DAMPER. DAMPER INSTALLATION SHALL BE SIMILAR FOR MULTI -BLADE DAMPERS AND ROUND DAMPERS. M-2 SCALE: NONE LANDLORDS FIRE PROTECTION NOTES: UNIT TYPE A DRAW THRU 2"(50 MM) LUS X X BLOW THRU I" (25 MM) MINIMUM 2X WHERE X = STATIC PRESSURE IN PAN DRAIN LINE SHALL BE AT LEAST THE SAME SIZE AS THE NIPPLE ON THE DRAIN PAN PITCH DOWN TOWARD DRAIN GLEAN OUT I" (25 MM) ROOF CONDENSATE TO GONTRETE SPLASH BLOCK, 12"x12" ON NEOPRENE PAD 2 CONDENSATE DRAIN DRAIN PAN M-2 SCALE: NONE WRAPPED INSULATION COVERING RIGID ROUND DUGT (REFER TO NOTE 4) RIGID ROUND SHEET METAL DUGT BALANCING DAMPER ADAPTING CURB OR ROOF CURB PROVIDED BY MG EXISTING ROOF GURB (IF APPLIGABLE) ROOFTOP UNIT FRAME OPENING WITH STEEL AND 3/g" THROUGH BOLT, WASHERS, LOGKWASHERS AND NUT AT FOUR CORNERS. (AS REQUIRED) 3 77 - ANCHOR ADAPTING CURB TO EXISTING ROOF CURB PER MANUFACTURER'S SPECIFICATIONS AND PER LOCAL CODE REQUIREMENTS. ANCHOR UNIT TO ADAPTING GURB PER MANUFACTURER'S SPECIFICATIONS AND PER LOCAL CODE REQUIREMENTS. 11.1111 II II_ nnnnn/nom\ nr // \\ ROOF STRUCTURE ROOF CURB CAULK OPENING AROUND SUPPLY AND RETURN DUCTS. ROOF INSULATION M-2 SCALE: NONE INSULATED SUPPLY DUGT BALANCING HANDLE. LOCK INTO POSITION AND MARK PERMANENTLY. NOTES: PROTECTION SADDLE DIFFUSER STARTER COLLAR (REFER TO NOTE 3) I. PROVIDE AT FLEXIBLE DUGT CONNECTION METAL OR "PANDUIT" DRAWBAND ON THE INTERIOR FLEXIBLE DUGT HELIX. SECURE THE INSULATION OVER THE DRAWBAND WITH AN ADDITIONAL DRAWBAND. 2. PROVIDE BEADING ON ROUND METAL DUGT 12" OR LARGER IN DIAMETER. 3. PROVIDE MINIMUM 4" DOLLARS FOR ATTACHMENT OF THE FLEXIBLE DUGT TO ROUND DUGT, DAMPERS AND DIFFUSERS. 4. BAND RIGID ROUND DUGT INSULATION TO DUGT AND PROVIDE TAPE FOR INSULATION OVERLAP. I. G.G. SHALL CONTRACT IN/ A LICENSED FIRE PROTECTION CONTRACTOR APPROVED BY THE LANDLORD, IF REQ, FOR THE MODIFICATIONS TO THE EXISTING SYSTEM AS REQUIRED TO COMPLY W/ APPLICABLE GODES. 2. FIRE PROTECTION CONTRACTOR SHALL COMPLY W/ ALL NATIONAL, STATE, AND LOCAL FIRE PROTECTION REQUIREMENTS INCLUDING, BUT NOT LIMITED TO, NFPA 616. 3. FIRE PROTECTION PLANS MUST BE ENGINEERED AND WET SEALED BY A LICENSED REGISTERED FIRE PROTECTION ENGINEER IN THE COUNTY, CITY, AND STATE WHERE PROJECT 15 LOCATED A5 REQ. 4. TENANT'S SPRINKLER SYSTEM SHALL BE TESTED IN ACCORDANCE W/ NFPA 13 AND SHALL BE WITNESSED BY THE LOCAL FIRE MARSHAL AND LANDLORD'S REPRESENTATIVE. 5. UPON COMPLETION OF ALL SPRINKLER SYSTEM MODIFICATIONS AND TESTS, G.G. SHALL SUBMIT A WRITTEN CERTIFICATE TO LANDLORD STATING THAT TENANT'S SPRINKLER SYSTEM HAS BEEN INSPECTED AND APPROVED. 6. G.G. SHALL COORDINATE THE LOCATIONS OF FIRE SPRINKLER HEADS W/ LIGHTING LAYOUT MECHANICAL LAYOUT 8 W/ ANY DUCTWORK OR CEILING OBSTRUCTIONS. SPRINKLER HEADS SHALL BE CENTERED BETWEEN OR ALIGNED W/ LIGHT FIXTURES NOTIFY YANKEE CANDLE OR ARCHITECT OF QUESTIONABLE LOCATIONS FOR VERIFICATION PRIOR TO INSTALLATION. 7. PROVIDE SPRINKLERS ABOVE 4 BELOW HARD CEILING AREAS, AS REQ. BY LOCAL GOVERNING BODY. 8. ANY SPRINKLER LOCATIONS SHOWN ARE FOR DESIGN INTENT ONLY. G.G. SHALL SUBMIT SPRINKLER DRAWINGS TO ALL PARTIES HAVING JURISDICTION AND SHALL OBTAIN ALL APPLICATIONS, PERMITS, AND PAY ALL RELATED FEES. 61. G.G. TO SUBMIT SPRINKLER SHOP DRAWINGS FOR REVIEW AND APPROVAL TO ARCHITECT PRIOR TO INSTALLATION. ALL INSTALLATION SHALL BE PER APPROVED SHOP DRAWINGS. new INTERIORS LTD NI Design 11 Talcott Notch Road Farmington, CT 06032 T. 860 • 678 • 1946 F. 860. 678. 7111 nidesign@nidesign.net © 2013 5 SUPPLY DIFFUSER FLEXIBLE DUGT CONNECTION (REFER TO NOTE I) I" X 20 GAUGE GALVANIZED SUPPORT STRAP INSULATED FLEXIBLE DUGT - 5 FOOT MAXIMUM REFER TO NOTE I SQUARE TO ROUND ADAPTOR (IF REQUIRED) CEILING SUPPLY DIFFUSER WITH LAY -IN FRAME. (SURFACE MOUNT FRAME SIMILAR). * IN AREAS WHERE THERE 15 A GYPSUM BOARD CEILING, REMOVE THE DUGT MOUNTED LOUVER AND PROVIDE AN ADJUSTABLE LOUVER THAT CAN BE ADJUSTED THROUGH THE AIR DEVICE. M-2 SCALE: NONE CONGEALED SPRINKLER HEAD. ACOUSTICAL TILE CEILING. 6 COVER PLATE FINISH AS SPECIFIED. CONCEALED SPRINKLER HEAD DETAIL M-2 SCALE: NONE CONSULTANTS Project Management * Design 12035 COLWICK SAN ANTONIO, TX 78216 DRAWING CHRONOLOGY: index: date: description: 5 . 6 . 13 ISSUED TO CLIENT FOR FINAL REVIEW 5 . 1 . 13 ISSUED TO LANDLORD FOR FINAL REVIEW 5 . 10 . 13 ISSUED FOR BID 4 PERMIT 8 . 20 . 13 REVISED PER SITE CONDITIONS 1/2" HW INSTANTANEOUS WATER HEATER 8 7 PLUMBING PLAN M.2 SCALE: Y4"=I'-0" PLUMBING CODED NOTES I. PROVIDE NEW POINT OF USE WATER HEATER BELOW THE RESTROOM LAVATORY. SEE DETAIL 1/M.2 FOR ADDITIONAL INFORMATION. VERIFY IN FIELD EXACT LOCATION, COORDINATE WITH GENERAL AND ELECTRICAL CONTRACTORS. 2. EXTEND AND CONNECT NEW G.W. LINE TO EXISTING G.W. @ L/L'S MAIN V.I.FJ. PROVIDE NEW SHUT OFF VALVE. 3. CONNECT NEW SANITARY LINE INTO LANDLORDS EXISTING SANITARY SERVICE. FIELD VERIFY EXACT LOCATION, SIZE, AND FLOW DIRECTION PRIOR TO BIDDING. INSTALL CLEANOUT AT CONNECTION TO LANDLORDS MAIN AND COORDINATE LOCATION AND TYPE OF COVER REQUIRED TO MATCH FLOOR FINISH WITH YANKEE CANDLE CONSTRUCTION MANAGER. 4. EXTEND NEW VENT TO L'L'S EXISTING VENT MAIN ABOVE. FIELD VERIFY EXACT VENT MAIN LOCATION AND SIZE PRIOR TO BIDDING. 5. PROVIDE TRAP PRIMER FOR FLOOR DRAIN. REFER TO SPECIFICATIONS FOR MODEL AND MANUFACTURER. INSTALL TRAP PRIMER VALVE ASSEMBLY IN WALL AT AN AGGESSIBLE HEIGHT. PROVIDE AGGESS PANELS AS REQUIRED. EXTEND 1/2" G.W. FROM NEAREST MAIN TO NEW TRAP PRIMER. ...... ............ ... 6. PROVIDE TRAP PRIMER DISTRIBUTION'UNIT IN WALL: PROVIDE AGGESS PANEL AND COORDINATE FINAL LOCATION WITH TENANT'S CONSTRUCTION MANAGER. EXTEND AND CONNECT PIPING TO FLOOR DRAIN. REFER TO DETAIL FOR ADDITIONAL INFORMATION. 1/2" GW 1/2" 3 WAY ANGLE STOP VALVE WATER HEATER DETAIL M.2 TITLE: SCALE: NONE PLUMBING LEGEND SYMBOL DESCRIPTION ----5--- SANITARY/WASTE PIPING, 5, W V VENT, V LAV GIN— GOLD WATER PIPING, GW — HW HOT WATER PIPING, HW — — G— NATURAL GAS, G 2" - GATE VALVE D4 --VF-- GHEGK VALVE o .�Q GLEANOUT ® FLOOR DRAIN, F.D. VTR VENT TO ROOF 2" VENT TO L/L VENT STUB -IN, V.I.F. N 4" SAN. TO L/L SAN. STUB -IN, V.I.F. SANITARY RISER DIAGRAM N.T.S. CONNECT TO L/L'S WATER SERVICE STUB -IN, FIELD VERIFY EXACT LOCATION REVIEWED FOR CODE COMPLIANCE APPROVED AUG 3 0 2013 City of Tukwila BUILDING DIVISION Mechanical Details date: 8.20. 13 drawn by: clg scale: AS NOTED TRAP PRIMER VALVE IN/ 1/2" G.W. TO FLOOR DRAIN LAV FD INSTANTEOUS WATER HEATER, SEE DETAIL WATER RISER DIAGRAM N.T.S. PROJECT: PLUMBING FIXTURE AND EQUIPMENT SCHEDULE WG - WATER CLOSET - AMERICAN STANDARD, #2168.100 "CADET", FLOOR SET, TANK TYPE, 11-I/4" RIM HEIGHT, BOTTOM OUTLET, WHITE VITREOUS CHINA, ELONGATED BOWL, PRESSURE -ASSISTED SIPHON JET FLUSH ACTION, 1.6 GALLON LOW CONSUMPTION TYPE; CLOSE-GOUPLED FLUSHOMETER TANK, WHITE OPEN -FRONT CONTOURED SOLID PLASTIC HEAVY DUTY SEAT LESS COVER WITH SELF-SUSTAINING GHEGK HINGE AND STAINLESS STEEL BOLTS; WHEEL -HANDLE ANGLE STOP VALVE WITH GHROME-PLATED RISER AND CHROME -PLATED ESCUTCHEON. PROVIDE FLUSH LEVER ON AGGESSIBLE SIDE OF WATER CLOSET, OPPOSITE SIDE OF SIDE GRAB BAR. LAV - LAVATORY - AMERICAN STANDARD, #0356.015 "LUCERNE", VITREOUS CHINA 20"x18" WALL HUNG FAUGETS ON 8" CENTERS. MOUNT AT 261" TO BOTTOM OF EDGE TO MEET "ADA" STANDARD FOR HANDICAPPED. FURNISH WITH AMERICAN STANDARD HERITAGE MODEL #6801.312H.002 FAUCET AND POP-UP DRAIN. CHROME I-1/4" x I-1/2" TAILPIECE WITH "T" CHROME FINISH CAST BRASS TRAP, AND DRAIN TO WALL, ANGEL STOPS, CHROME SUPPLY AND WASTE ESCUTCHEONS. FURNISH WITH MOUNTING HANGERS. INSULATE P -TRAP AND SUPPLY LINES WITH TREUBRO MODEL #102W "HANDI-LAV GUARD" INSULATION KIT FOR WHEELCHAIR AGGESS. FD - FLOOR DRAIN WITH FUNNEL, ZURN, GAST IRON POLISHED BRONZE. PROVIDE "PRECISION PLUMBING PRODUCTS" #P2-500 AUTOMATIC TRAP PRIMER WITH ANTI SIPHON PORTS, SERVES 2 FLOOR DRAINS EA. INH - INSTANTANEOUS WATER HEATER - IN-SINK-ERATOR MODEL 'W', 0.15 KW, 120V, WITH PLUG it CORD. UNIT SHALL HAVE A FLOW RATE OF 0.5 GPM, SERVICING I LAVATORY,. FGO - FLOOR GLEAN OUT - JAY R SMITH #4043 SERIES, WITH NICKEL BRONZE TOP OF FULL LINE SIZE. INGO - WALL GLEAN OUT - JAY R SMITH #4530 SERIES, GLEAN OUT TEE AND STAINLESS STEEL COVER. WHA - WATER HAMMER ARRESTOR - SIOUX CHIEF 150 SERIES, PDI SIZE A, PIPE SIZE 1/2" TP - TRAP PRIMER - PRECISION PLUMBING PRODUCTS #P2-500, PRECISION PLUMBING PRODUCTS "PRIME RITE" WITH INTEGRAL VACUUM BREAKER. BFP - BACKFLOW PREVENTER - WATTS SERIES 1 611611, AVAILABLE WITH AN EXTENSIVE COMBINATION OF INLET/OUTLET SIZE TYPES OF THREAD AND END CONNECTIONS INCLUDING RETROFIT COMPRESSION FITTINGS AND HOSE CONNECTIONS. FIXTURES IN THIS SCHEDULE OR THEIR APPROVED EQUIVALENT ARE PROVIDED BY THE PLUMBING CONTRACTOR. SUBMIT SHOP DRAWINGS ON EACH OF THESE ITEMS. VERIFY ROUGH -IN REQUIREMENTS WITH MANUFACTURERS DRAWINGS. INSTALL PER MANUFACTURERS RECOMMENDATIONS. PROVIDE WATER CONSERVING FIXTURES AND APPURTENANCES BY LOCAL AUTHORITIES. REFER TO ARCHITECTURAL ELEVATIONS PLAN FOR MOUNTING HEIGHT OF ALL FIXTURES GENERAL PLUMBING NOTES A. PRIOR TO BID, CONTRACTOR SHALL VISIT THE JOB SITE AND FIELD VERIFY THE EXISTING CONDITIONS. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING THE EXISTING STUB -INS, TAPS, ETG. FOR PLUMBING AND MECHANICAL SYSTEMS FOR THE TENANT SPACE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES FOUND BETWEEN PLANS AND FIELD CONDITIONS IN ORDER TO PREVENT UNKNOWN ADDITIONAL COSTS TO THE TENANT. B. ALL PIPING SYSTEMS SHALL BE PRESSURE TESTED IN ACCORDANGE WITH STATE, LOCAL CODE AND LANDLORD'S REQUIREMENTS. G. PROVIDE SHUTOFF VALVE(5) AT EACH FIXTURE. D. TENANT SHALL INSTALL AIR CHAMBERS OR SHOCK ABSORBERS IN PIPING SYSTEM TO PREVENT NOISE AND DAMAGE DUE TO WATER HAMMER. TENANT SHALL PROVIDE SHUT-OFF VALVES IN THE SUPPLY PIPING TO EVERY FIXTURE. E. ALL UNDERGROUND SANITARY PIPING SHALL BE SCHEDULE 40 PVG. F. ALL ABOVE GRADE SANITARY AND VENT PIPING PIPING SHALL BE SERVICE WEIGHT NO -HUB GAST IRON. G. SANITARY PIPE 3" AND SMALLER SHALL BE SLOPED AT 1/4" PER FOOT. SANITARY PIPE 4" AND LARGER SHALL BE SLOPED AT 1/8" PER FOOT. CONDENSATE PIPING SHALL BE SLOPED AT A MINIMUM OF 1/4" PER FOOT. H. GAP ALL PIPING OPENINGS DURING GONSTRUGTION UNTIL FINAL CONNECTIONS TO EQUIPMENT AND ACCESSORIES ARE MADE. I. ALL PIPING IN FINISHED AREA SHALL BE RUN CONGEALED. EXPOSED PIPING, WHERE NECESSARY, SHALL BE RUN AS HIGH A5 POSSIBLE AND TIGHT TO THE WALLS. 170 NOT INSTALL DOMESTIC WATER PIPING IN EXTERIOR WALLS WITHOUT REQUIRED INSULATION. J. SUSPEND ALL HORIZONTAL WATER AND VENT PIPING AS HIGH A5 POSSIBLE ABOVE CEILING. K. GORE DRILL ALL SLAB PENETRATIONS. SEAL AROUND ALL WALL, FLOOR AND CEILING PIPE PENETRATIONS WITH APPROVED SEALANT MATERIAL AND ENSURE PENETRATIONS REMAIN FIRE RESISTANT AND WATERTIGHT. L. ALL PENETRATIONS THROUGH SLAB SHALL BE SLEEVED, FIRE STOPPED, AND SEALED IN ACCORDANCE WITH THE LANDLORDS STANDARD PROJECT DETAILS. M. ALL EQUIPMENT, INSTALLATIONS AND MATERIALS SHALL COMPLY WITH APPLICABLE LANDLORD CRITERIA, LOCAL AND STATE GODES. N. PROVIDE AND INSTALL WATER HAMMER ARRESTORS PER PDI REQUIREMENTS. 0. IF EXISTING PLUMBING FIXTURES ARE TO REMAIN, GLEAN AND REPAIR EXISTING FIXTURES TO PROPER WORKING ORDER AND TO LIKE NEW CONDITION. P. LABEL ALL BELOW ELEVATED FLOOR PIPING. 0. CONTRACTOR SHALL VERIFY LOCATION, DIRECTION OF FLOW, AND DEPTH OF UTILITIES AT POINTS OF CONNECTION BEFORE START OF PROJECT. REVISI RECEIVED CITY OF TUKWILA FIXTURE CONNECTION SCHEDULE P# DESCRIPTION iNASTE VENT HW GW LAV LAVATORY I-1/2" I-1/2" 1/2" 1/2" WG WATER CLOSET 4" 2" - 1/2" FD FLOOR DRAIN 3" 2" - 1/2" AUG 2 6 2013 PERMIT CENTER #644 DUE Westfield South Center Seattle, WA space #:#204 sq. ft.: 1,647 job #: 13064 file: 131/4 ri0 1 L DESIGN Design conforms to 2009 International Building Code. Seismic Design Category (SDC) D Site Soil Class D Spectral Response Acceleration DataSs=1.425; Fa=1.0 GENERAL NOTES Dimensions refer to rough concrete surfaces, face of studs, face of concrete block, top of sheathing, or top of slab, unless otherwise indicated. Typical Details and notes on these sheets shall apply unless specifically shown or noted otherwise. Construction details not fully shown or noted shall be similar to details for similar conditions. All work and construction shall comply with all applicable building codes, regulations, and safety requirements. Discrepancies: The Contractor shall inform the Architect in writing, during the bidding period, of any discrepancies or omissions noted on the drawings or in the specifications, or of any variations needed in order to conform to codes, rules, and regulations. Upon receipt of such information, the Architect will send written instructions to all concerned. Any such discrepancy, omission, or variation not reported shall be the responsibility of the Contractor, and work shall be performed in a manner as directed by the Architect. Shoring: It shall be the Contractor's sole responsibility to design and provide adequate shoring, bracing, and formwork, etc., as required to hold the various elements in place until final support is securely anchored, and for the protection of life and property during the construction of this building. Other Trades: See architectural, electrical, and mechanical drawings for size and location of pipe, vent, duct and other openings, and details not shown on these structural drawings. All dimensions are to be checked and verified with the architectural drawings. Welding shall be performed by welders certified for the welds to be made. Shop Drawings shall be submitted to Architect for review, where noted. Engineer will review 1 reproducible copy and 2 prints. EXISTING CONSTRUCTION Existing construction shown on the drawings was obtained from field surveys by others. The Contractor shall verify all existing conditions and shall notify the Architect of all exceptions before proceeding with the work. The removal, cutting, drilling, etc. of existing work shall be performed with great care and small tools in order not to jeopardize the structural integrity of the building. If structural members, not indicated for removal, interfere with the new work, the Structural Engineer shall be notified immediately and approval obtained before removal of the existing members. The Contractor shall safely shore existing construction wherever existing supports are removed to allow installation of the new work. The existing construction shall be connected and/or embedded into the new construction as shown or specified. STRUCTURAL STEEL AND MISCELLANEOUS IRON Structural Steel and Miscellaneous Iron shall be fabricated & erected according to the American Institute of Steel Construction's "Specifications for Structural Steel Buildings," latest edition and the "Code for Standard Practice for Steel Buildings and Bridges," latest edition. Unless otherwise noted, rolled wide flange steel shall conform to ASTM Specification A992. Other rolled shapes shall conform to A572 Grade 50. Steel pipe columns shall conform to ASTM A53 Grade B (Fy= 35 ksi). Structural tubing shall conform to ASTM A500 Grade B. Plates and bars shall conform to ASTM A36 or A572 Grade 50. Use bars in lieu of plates wherever practical or called for on plans. All welded connections shall be welded according to the American Welding Society's AWS D1.1 "Structural Welding Code — Steel," latest edition. All welds shall be made with low—hydrogen electrodes using matching filler metals. Submit a written Welding Procedure Specification (WPS) for all welds directly to the Structural Engineer and Testing Agency for review per AWS D1.1. The testing agency shall send copies of all structural testing and inspection reports directly to the Structural Engineer. Erection clips, temporary bracing, etc. required by the contractor are not shown. LIGHT STEEL STRUCTURAL FRAMING Light gauge steel members shall be the types indicated on the drawings, as manufactured by a member of Steel Stud Manufacturer's Association, under ICC ER -4943P. Other suppliers having current ICC Research Reports, with properties of steel members equal to or greater than those in ICC ER -4943P, may be used with prior written approval from the Structural Engineer. Material for steel members, including special shapes, angles, etc. shall have minimum Fy = 33,000 psi for 43 mils (18 gauge) and lighter and Fy = 50,000 psi for 54 mils (16 gauge) and greater. Members may be galvanized (G60 coating) or shop painted. See FASTENERS Sheet Metal Screws (S.M.S.) — See #10 — Wafer Head. Use Hex Washer Head only where architectural finish will allow it. Low Velocity Drive Pins Hilti X—DNI fasteners, types as indicated per ICC ESR -1663 or by manufacturer having current ICC Reserch Report with values (in shear and tension) equal or greater. Wedge Anchors Hilti Kwik Bolt TZ Concrete Anchor, types as indicated per ICC ESR -1917 or by manufacturer having current ICC Research Report with values (in shear and tension) equal or greater. EPDXY Epoxy shall be manufactured by Hilti, Inc. Use Hilti HY-150 adhesive for concrete masonry applications (ICC Report No. 2678) and Use Hilti HIT—RE 500—SD for concrete applications (ICC Report No. 2322). Drill holes and install epoxy according to manufacturers recommendations. Holes are to be cleaned using a nylon brush and a jet of compressed air. Special inspection required. Alternate: At concrete masonry anchorage,SIMPSON EPDXY SET (ICC Report No.1772) may be used; At concrete anchorage, SIMPSON EPDXY SET—XP (ICC Report No. 2508) may be used. Use non—sag epoxy in horizontal and overhead applications. SPECIAL INSPECTION The following items shall be inspected in accordance with IBC 1701 by a certified special inspector from an established Testing Agency. Testing Agency shall send copies of all structural testing and inspection reports directly to the Engineer. 1. All light gauge members, 16 gauge and heavier, shown on the structural contract documents shall be checked for gauge thickness, orientation, spacing, depth and width of members. 2. All connections for light gauge metal framing, 16 gauge and heavier, shall be checked for size and quantity of fasteners. Special inspection of light gauge metal framing is in addition to the requirements of IBC Section 1701 and may be performed after framing is completed but before sheathing is applied. Continuous inspection is not required. #10 S.M.S. HEX WASHER HEAD #10 S.M.S. WAFER HEAD SHEET METAL SCREWS (S.M.S.) DETAIL NO SCALE Z5701 S1.0 1. REFER TO SSMA (STEEL STUD MANUFACTURERS ASSOCIATION) "PRODUCT TECHNICAL INFORMATION" CATALOGUE, AND ICBO ER -4943P. (www.ssma.com). 2. 362S200-54 IS A 3 5/8" DEEP BY 2" FLANGE C—STUD AND THE MATERIAL THICKNESS IS 54 MILS. 3. S = STUD OR JOIST SECTIONS, CEE SHAPE: T = TRACK SECTIONS U = CHANNEL SECTIONS F = FURRING CHANNEL SECTIONS 4. MIN. THICKNESS (MILS) GAUGE NO. 18 27 30 33 43 54 68 97 C 25 22 20 — DRY WALL 20 — STRUCTURAL 18 16 14 12 STEEL STUD NOTES NO SCALE Z5701 STOREFRONT SOFFIT PLAN c -i) s1.0 TYP. COL. BASE ATTACHMENT SEE U.O.N. L. BASE ACHMENT SEE — COL. BASE ATTACHMENT SEE r ■ STOREFRONT PLAN CO- EVSONNOiLL b13.1610 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 302013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 2 6 2013 PERMIT CENTER Design 11 Talcott Notch Road Farmington, CT 06032 T. 860 • 678 • 1946 F. 860. 678. 7111 nidesign@nidesign.net 02013 RMJ Robinson Meier Juilly & Associates www.rmjse.com RMJ Job No.: 13155 Structural Engineers 241 Joaquin Avenue San Leandro, CA 94577 Tel: 510.991.0977 CONSULTANTS 12035 COLWICK Project Management * Design SAN ANTONIO, TX 78216 DRAWING CHRONOLOGY: index: date: description: TITLE: GENERAL NOTES AND PLANS date: 4.25.13 drawn by: w j k scale: AS NOTED PROJECT: YAN #644 DILE Westfield South Center Seattle, WA space %: *204 sq. ft.: 1,647 job it: 13064 file EXPIRES 04-17-2014 362S162-33 DIAG BRACE at 48" o.c. CONT. 16GA.x2x2 BENT PLATE w/#10 S.M.S. EA FLANGE, EA STUD, TYP. E.A#10 TEK SCREW at CH METAL STUD TO (E) STEEL FLANGE CONT. 362T150-33 w/#10 S.M.S., EA. STUD, EA. FLG., TYP. U.O.N. TYP.> )1h4v IF Ilk I I II #10 TEK SCREWS at EACH METAL STUD TO EACH SIDE OF (E) STEEL FLANGES CONT. 362T150-33 w/#10 S.M.S., EA. STUD, EA. FLG., TYP. U.O.N. BUILT—UP BOX BEAM, SEE PLAN HSS 3x3 ROLLING GILLIE COLUMN w/L4x4x1/4 HORIZ. BRACE EA SIDE., LEASE LINE, S.A.D. SECTION AT ENTRY 1/2"=1'-0" FOR BUILT—UP COLUMN, SEE BUILT—UP BEAM w/ 2-362T150-33 TRACKS, SEE PLAN FOR STUD SIZES PIECE OF 362T150-33 TRACK AT TOP OF PARTIAL HEIGHT POST, TYP. w/ 2 —#10 S.M.S. EA SIDE. 4"x4"x0'-35/8" LONG 7---- x16 GA. ANGLE WITH 4—#10 S.M.S. TO BM. AND 4—#10 S.M.S. TO COLUMN STUDS FOR BUILT—UP BEAMS SHALL HAVE 15/8" WIDE FLANGES, TYPICAL #10 S.M.S. at 8"o.c. EA. LEG EA. TRACK 4"x8"x 16 GA. PLATE WITH 4—#10 S.M.S. TO BEAM AND 4—#10 S.M.S. TO COLUMN, EACH SIDE (OPPOSITE SIDE NOT SHOWN FOR CLARITY) - 4"x4"x0'-35/8" LONG x16 GA. ANGLE WITH 4—#10 S.M.S. TO BM. AND 4—#10 S.M.S. TO COLUMN NOT USED s2 COLUMN HEIGHT STUDS TRACKS 10' MAX. 2-362S162-33 2-362T150-33 25' MAX. 2-362S162-54 2-362T150-54 II I I 2—STUDS WITH TRACK EACH SIDE, TYPICAL AT BUILT—UP COLUMN, SEE TABLE 16—#10 S.M.S. AT POINT OF LOAD(S) OR REACTION(S), TYPICAL AT BUILT—UP COLUMN (8 SCREWS ON THE TWO OPP. FACES NOT SHOWN) 8—#10 S.M.S. at 12"o.c., TYPICAL AT BUILT—UP COLUMN (4 SCREWS ON THE TWO OPP. FACES NOT SHOWN) TYPICAL BUILT—UP COLUMN ISOMETRIC N.T.S. G0016 TYP. HSS 3x3 COL. PER PLAN 1/2" BASE RATE w/ 2-5/8"0 BOLTS w/HILTI KB—TZ AT 31/8" EMBEDMENT TYP. COLUMN BASE TWO CONT. STUDS w/ CONT. TRACK T&B, SEE PLAN TYPICAL BUILT—UP BEAM 16—#10 S.M.S. AT POINT OF LOAD(S) OR REACTION(S), TYP. AT BUILT—UP BEAM (8 SCREWS ON THE TWO OPP. FACES NOT SHOWN) 4"x4"x0'-35/8" LONG x16 GA. ANGLE WITH 4—#10 S.M.S. TO BM. AND 4—#10 S.M.S. TO COLUMN, EA. SIDE 8—#10 S.M.S. at 12"o.c., TYP. AT BUILT—UP BEAM (4 SCREWS ON THE TWO OPP. FACES NOT SHOWN) STOP TRACKS OF BUILT—UP COLUMN SHORT OF BOTTOM TRACK 1/2" MAXIMU FOR BUILT—UP COLUMN, SEE 2—#10 S.M.S., EACH SIDE (OPP. SIDE NOT SHOWN) USE 2-1/2"0 SIMPSON TITEN HD CONCRETE SCREWS at FULL HEIGHT COLUMNS IN LIEU OF POWDER DRIVEN PINS (EMBED 21/2") 362T150-33 TRACK w/ 2-5/8'10 BOLTS w/HILTI KB—TZ EA. SIDE TO CONC. COPE FLANGES EA. END. WEB PROTRUDES 21/2" EA. END REVISION N0:1 tL3(1 0 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 3 0 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 2 6 2013 PERMIT CENTER L Design 11 Talcott Notch Road Farmington, CT 06032 T. 860 • 678 • 1946 F. 860. 678. 7111 nidesign@nidesign.net ®2013 RMJ Robinson Meier Juilly & Associates www.rmjse.com RMJ Job No.: 13155 Structural Engineers 241 Joaquin Avenue San Leandro, CA 94577 Tel: 510.991.0977 CONSULTANTS Project Management * Design 12035 COLWICK SAN ANTONIO, TX 78216 DRAWING CHRONOLOGY: index: date: description: TITLE: PROJECT: STOREFRONT SECTION y AND DETAILS date: drawn by: w j k #644 scale: AS NOTED space it: *204 Westfield South Center Seattle, WA sq. ft.: 1,647 job 1: 13064 file: EXPIRES 04-17-2014 7 Protect Responsibility Schedule AB 0 D_ z NSTALLED z z CTG, PROVIDED GG INSTALLED z H N u NOTE THE GENERAL CONTRACTOR SHALL VERIFY ALL ITEMS ON THIS SCHEDULE FOR ACCURACY PRIOR TO BEGINNING CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO ARCHITECT, TENANT AND LANDLORD. COMMENTS DIVISION 01000 - GENERAL BUILDING PERMIT GLEAN -UP, FINAL GLEANING DEMOLITION OTHER PERMITS, FEES INSURANCE G.G. SHALL PICK UP PERMIT, PAY ALL FEES, AND INVOICE YGG AT COST 0; I BEFORE FIXTURES ARRIVE, 2) PRIOR TO TENANT PUNCH OUT INCLUDING ALL LOCAL PEST CONTROL REQUIREMENTS 44 PERMITS. VERIFY LANDLORD REQUIREMENTS TEMPORARY' BARRICADES BARRICADE GRAPHICS TRASH REMOVAL AND DUMPSTERS ':.!!!:M VERIFY LANDLORD REQUIREMENTS COORDINATE GRAPHICS VENDOR WITH YG PM, SEE DETAIL I/D.I 'IP'S ONE 30 YARD DUMPSTER TO REMAIN THROUGH MERCHANDISING AND REMOVED ONE DAY PRIOR TO SPRINKLER DRAWINGS STORE OPENING. COORDINATE W/ MANAGEMENT TEAM. ::.1M F REQUIRED BY JURISDIGTION I NSPEGTIONS / G.O. • DIVISION 02000 - SITE WORK NO WORK UNDER THIS SECTION DIVISION 03000 - CONCRETE CONCRETE SLAB CONCRETE SLAB "LEAVE OUT" INFILL - NOT APPLIGABLE GORE DRILLING/SAW CUTTING OF EXISTING SLAB FLOOR PREPARATION DIVISION 04000 - MASONRY NO WORK UNDER THIS SECTION DIVISION 05000 - MISCELLANEOUS METALS STUDS / FRAMING 4 MISCELLANEOUS BRACING SOFFIT STUDS -7 FRAMING MOLDINGSEXPANSIONJOINTS 4 TRANSITION STRIPE DEMISING WALL STUDS AS REQUIRED COORDINATE WITH FLOORING PLAN ON General Contractor Responsibility Notes L, ` r, 0 WEEKLY COMMUNICATION TO YANKEE CANDLE: ....\.\,.......\\......\\\\.\.\\.\.\\\\.\\.\\\\\\\\\\\.\.\,\.\.\.\.\.\..\.....,\.\\\\...\\.\..\.\.\.....\... YANKEE CANDLE CORPORATE HAS A WEEKLY CONFERENCE GALL TO REVIEW ALL PROJECTS UNDER CONSTRUCTION AND PLANNED EVERY FRIDAY AT LOAM EST. EACH JOB SUPERINTENDENT 15 TO EMAIL JOB PHOTOS TO THE GPM EVERY THURSDAY NO LATER THAN 5PM EST. THE PHOTOS NEED TO BE COMPREHENSIVE SHOWING ALL AREAS OF THE STORE BOTH FLOOR AND CEILING (SEE PHOTO \\\\ CHECKLIST IN SUPERINTENDENT HANDBOOK, ALSO INCLUDE WEEKLY CHECKLIST FILLED OUT.) THE PURPOSE OF THESE PHOTOS IS TO ASCERTAIN THE COMPLIANCE TO THE CONSTRUCTION SCHEDULE AS .\\ WELL AS ALLOW THE GPM TO REVIEW WORK IN PLAGE FOR ACCURACY. ® SITE VERIFICATION: (IF REQUIRED' \.\\ WITHIN FIRST (2) TWO DAYS ON SITE, G.G. TO VERIFY ALL DIMENSIONS A5 OUTLINED ON SHEET A.Ob, SITE VERIFICATION PLAN. THE GG 15 TO SCAN AND E-MAIL FINDINGS TO THE GPM AND ARCHITECT IMMEDIATELY. ® SALES FLOOR FINISH: G.G. MAY, AT THEIR OPTION, PURCHASE VINYL PLANK FLOORING, WF -I, FROM FLOOR LOGIC. CONTACT DINO FUNARI (781) 581-4561, dfunarl©floorloglc.com. OR FROM ANY AVAILABLE SOURCE. 0 LONG LEAD TIME ITEMS: GG S}-IALL ORDER THE FOLLOWING ITEMS WITHIN DAYS OF THE PROJECT AWARD DATE, DUE TO LONG LEAD TIMES: - METAL SHELVING UNITS - GLASS 4 METAL FRAME STOREFRONT DOORS (AS APPLICABLE) END OF CONSTRUCTION NOTES: 1. G.G. TO ARRANGE FOR THE FOLLOWING FINISH MATERIALS TO BE LEFT BEHIND AT THE STORE IN THE QUANTITIES LISTED: a. EXCESS CERAMIG FLOOR TILE UP TO A MAXIMUM OF ONE (I) FULL GARTON. b. EXCESS SALES AREA / BACKROOM GEILING TILE UP TO A MAXIMUM OF ONE (I) FULL GARTON. c. EXCESS SALES AREA FLOORING UP TO A MAXIMUM OF ONE (I) FULL GARTON. d. ONE (I) FULL QUART OF EACH PAINT FINISH TO BE LABELED APPROPRIATELY. 2. G.G. TO ARRANGE FOR THE PROPER a. GROWN MOLDING b. CERAMIC TILE GROUT c. d. 0. f. WOOD BASE RESTROOM VINYL FLOOR TILE VINYL BASE BEADBOARD / WAINSCOT DISPOSAL OF THE FOLLOWING MATERIALS, DO NOT LEAVE THE FOLLOWING MATERIALS AT STORE: ,4•••••••••••••• •..\\.\.\.\\\.., a\,\...\•<••\\.\.\C\\lORING ADHESIVE / GLEANERS / SEALANT a\„`` \o.:rZ\a\,,\. as .\\,�•J.\.J\.moo`. `� � AS REQUIRED(1 WaiiS isibility Notes W 410'' NEW AS REQUIRED V' AS REQUIRED REVISIONS -' No Ch rt^^s shall he made to the scope cf If,/ori; without prior approval of Tukwila Building Division. ITT177:: r'od:eienS will req;lirn a nr_t� I2n entr 1 ' ,,, .,.; �,�, , n 'natal and may in,,kide additional plan review fees. I. THIS PROJECT SHALL COMPLY WITH ALL DIVISION 06000 - WOOD AND PLASTICS BLOCKI NS SURFACE MOUNTED FURRING STRIPS (NON-COMBUSTIBLE) ® '•`.';' (NON-COMBUSTIBLE) ROUGH CARPENTRY, FIRE RETARDANT LUMBER 4 PLYWOOD WOOD STOREFRONT SYSTEM 4 TRIM DIVISION 07000 - THERMAL & MOISTURE PROTECTION ROOF PENETRATION WORK A5 REQUIRED FLOOR WATER PROOF MEMBRANE INSULATION (DEMISING WALL INSULATION (EXTERIOR WALLS) COORDINATE W STOREFRONT GO ,•\ 1'T N D G5. ON Al 4 .la GOORDINATE,,,„41)\LL REQUIRED ROOFING CONTRACTOR S VA WITH FLOORING PLAN ON SHEET A.6 DIVISION 08000 - DOORS & WINDOWS INTERIOR DOORS, FRAMES, HARDWARE WOOD PANEL DOOR 4 FRAME EE DOOR SCHEDULE FOR SCOPE OF WORK bdii SEE DOOR SCHEDULE FOR SCOPE OF WORK MIRRORS PRE -FINISHED, PREFABRICATED STOREFRONT SYSTEM - NOT APPLIGABLE - STOREFRONT GLASS - NOT APPLIGABLE - STOREFRONT ENTRANCE HARDWARE SEE DOOR HARDWARE SCHEDULE ROLLING GRILLE STOREFRONT DOORS - NOT APPLIGABLE - REAR SERVICE DOOR REAR SERVICE DOOR "DETEX" SYSTEM STOREFRONT WINDOW FILM DIVISION 09000 - FINISHES IF NOT EXG_(REFER TO DOOR HARDWARE SCHEDULE ON SHEET A.2) - NOT APPLIGABLE - GYPSUM BOARD CEILING GYPSUM BOARD DEMISING WALL GYPSUM BOARD PARTITIONS ? ? COORDINATE IN/ REFLECTED CEILING PLAN SHEET A.4 COORDINATE W/ CONSTRUCTION PLAN SHEET A.2 COORDINATE W/ GONSTRUGTION PLAN SHEET A.2 GYPSUM BOARD COLUMN ENCLOSURES - NOT APPLIGABLE - GYPSUM BOARD SOFFITS AND BULKHEADS CEILING GRID AND TILE PAINTING, FINISHING REDUCER STRIPS VINYL TILE :!:4 COORDINATE W/ REFLECTED CEILING PLAN SHEET A.4 COORDINATE W/ REFLECTED CEILING PLAN SHEET A.4 GOORDINATE W/ FLOORING/FINISH PLAN SHEET Ah FLOORING: VINYL WOOD PLANKS COORDINATE W/ FLOORING/FINISH PLAN SHEET Ah ENTRANCE TILE GERAMIG TILE 'fi i Cn oai. <r i<aa COORDINATE IN FLOORING/FINISH PLAN SHEET Ah CERAMIC TILE GROUT VINYL BASE W00P BASE STOREFRONT MILLWORK STOREFRONT BASE TOILET ROOM FRP COORDINATE WITH STOREFRONT CONSTRUCTION ON A.I 4 A.la COORDINATE WITH STOREFRONT CONSTRUCTION ON A.I ff A.la COORDINATE WITH H.G. LAV. DETAILS ON SHEET A.3 FLOOR ADHESIVE SEALED GONGRE I i= ?<<i - NOT APPLIGABLE - DIVISION 10000 - SPECIALTIES INTERIOR STOREFRONT SIGNAGE AWNING - NOT APPLIGABLE - BACKWRAP SIGN BLOCKING BY GG GRAPHIG DISPLAY PANELS AT BAGKWRAP BLOCKING BY GG WOOD GROWN MOLDING ACCESS PANELS 0 "` BLOCKING BY GG F F�FFF}'�•' I�PFFFI;tPF--- .<": AS REQUIRED TOILET ACCESSORIES COORDINATE WITH H.G. LAV. DETAILS ON SHEET A.3 TOILET ROOM MIRRORS, GRAB BARS COORDINATE WITH H.G. LAV. DETAILS ON SHEET A3 TOILET SEAT REFER TO DETAIL 4/A.5 ACCESSIBILITY SIGNAGE FIRE EXTINGUISHERS VERIFY LOCAL REQUIREMENTS TENANT ADDRESS SIGNAGE DIVISION 11000 - EQUIPMENT AS REQUIRED NO WORK UNDER THIS SECTION DIVISION 12000 - FURNISHINGS GASHWRAP FURNITURE / FIXTURES / MILLWORK / WALL GASES MISCELLANEOUS STORE EQUIPMENT SHELVING UNITS POWER SUPPLY / TELEPHONE STUB -UP ETC. BY G.G. FIXTURES SUPPLIED BY FIXTURE VENDOR AS PER PLANS COORDINATE WITH FIXTURE PLAN ON A.5 COORDINATE WITH FIXTURE PLAN ON A.5 SURFACE MOUNTED STANDARDS AND SHELVES TOILET ROOM ONLY REFER TO DETAIL I/A.3 SAFE GOAT HOOKS BLOCKING BY GG, REFER TO DETAIL 5/A.5 MARKETING GRID REFER TO REFLECTED PLAN SHEET A.4 TABLES REFER TO FIXTURE PLAN ON SHEET A.5 CHAIR RAIL AT CASHWRAP € €>i REFER TO PLAN ON A.5 AND ELEVATIONS -ON A.3 MANAGER'S DESK 4 SECURITY UNIT COORDINATE WITH FIXTURE PLAN ON A5 DIVISION 15000 - MECHANICAL ROOF WORK - A5 REQUIRED ><<? IF REQUIRED HVAC, UNIT( HVAG DISTRIBUTION, DUCTWORK REFER TO MEGHANIGAL DRAWINGS ::I:?:I:?:REFER TO MEGHANIGAL DRAWINGS DIFFUSERS AND GRILLES DUCT SMOKETDETECTORS €' W >" iIiI:::::;`:;REFER TO MECHANICAL DRAWINGS %Mg ?s"REFER TO MECHANICAL DRAWINGS SMOKE EVACUATION SYSTEM EXHAUST FANS AND VENTING ER TO MECHANICAL DRAWINGS FIRE SPRINKLER MAIN `SPRINKLER SYSTEM MODIFICATIONS SPRINKLER SYSTEM -DESIGN AND INSTALLATION WATER AND SEWER STUB PE0MB1NG F[3 T17RRs PLUMBING CONNECTIONS NATURAL SAS SERVICE (OR HVAC) DIVISION 16000 - ELECTRICAL • MINOR MODIFICATIONS, COORDINATE WITH LL REQ'D CONTRACTOR IF REQUIRED REFER TO MECHANICAL DRAWINGS REFER TO MEGHANIGAL DRAWINGS REFER TO MEGHANIGAL DRAWINGS - NOT APPJJGABLF - MAIN ELECTRICAL SERVICE ELECTRICAL PANELS/TRANSFORMER WIRING, CIRCUITING, RECEPTACLES, SWITCHES REFER TO ELECTRICAL FOR SCOPE OF WORK INCLUDING EMERGENCY LIGHTS 4 EXIT LIGHTS LIGHT FIXTURES REFER TO ELECTRICAL DRAWINGS FOR SCOPE OF WORK RE -LAMP EXISTING LIGHT FIXTURES NOT APPLIGABLE SIGNAGE WIRING TELEPHONE GONNEGTION AND WIRING OF GASH WRAP SOUND SYSTEM WITH SPEAKERS MOTION SENSOR TELEPHONE / DATA SYSTEM CONDUIT BY T.G.G. AS REQUIRED - VERIFY W/ LOCAL AND STATE GODES CONDUIT BY T.G.G. A5 REQUIRED - VERIFY W/ LOCAL AND STATE GODES CONDUIT BY T.G.G. A5 REQUIRED - VERIFY I^1/ LOCAL AND STATE GODES FIRE ALARM (AND SMOKE DETECTOR) SYSTEM SECURITY SYSTEMS .40 COORDINATE WITH LL REQ'D CON 1 FACTOR • new INTERIORS LTD N i.. Design 11 Talcott Notch Road Farmington, CT 06032 T. 860 • 678 • 1946 F. 860. 678. 7111 esin nidesi g g nidn.net 0 2013 yet\ti`Thzl Working Drawing Review f Approved \ App ob ed a Noted L Resubmit FEDERAL AND LOCAL ACCESSIBILITY REQUIREMENTS. THRESHOLDS SHALL BE NO HIGHER THAN 1/2" ABOVE THE FLOOR. EDGE TO BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. DOOR HARDWARE SHALL BE OF THE LEVER OR PUSH TYPE, MOUNTED 30" TO 44" ABOVE THE FLOOR AND BE OPERABLE WITH A MAXIMUM EFFORT OF 5 LBS. FOR INTERIOR DOORS. EXTERIOR DOOR - b 1/2" POUNDS MAX. PRESSURE FIRE DOOR - 15 POUNDS MAX. PRESSURE. 4. ACCESSIBLE DOORS MUST BE MINIMUM 3'-0"11 X 6'-S"H. MODIFY IF REQUIRED. PROVIDE 15" CLEAR SPACE AT STRIKE/PULL SIDE ON INTERIOR DOORS, AND 12" CLEAR AT •STRIKE/PUSH SIDE OF DOORS WITH CLOSERS AND 24" CLEAR AT STRIKE/PULL SIDE ON EXTERIOR DOOR. FLOOR SHALL BE LEVEL THROUGHOUT. HOT WRIER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED. SIGNAGE SHALL BE PROVIDED TO COMPLY WITH LOCAL ACCESSIBILITY REQUIREMENTS. Accessibility Plan SEPARATE PERMIT REQUIRED FOR: 'Mechanical Electrical Iumbing (alas Piping City of Tukwila BUILDING DIVISION COMMON PATH OF TRAVEL DISTANCE = 67' ALL PORTIONS OF ACCESSIBLE ROUTE BEYOND LEASE LINE BOUNDARIES ARE THE RESPONSIBILITY OF THE LANDLORD ® MAINTAIN 36" GLEAR SPACING MIN. BETWEEN FIXTURES AND A 36" CLEAR PATH FROM BACK OF HOUSE TO EXIT DOORS) AS REQUIRED BY ACCESSIBILITY CODE Drawing Index Architectural: A.0 Title Sheet A.Oa Notes and Specifications A.Ob Dimensional Confirmation D.1 Demolition Plans A.1 Storefront Elevation, Plan and Section A.la Storefront Detail A.2 Construction and General Electrical Plan A.3 Elevations A.4 Reflected Ceiling Plan A.5 Fixture Plan A.6 Flooring Plan and Finish Schedule Engineering: E.1 Electrical Plans E.2 Electrical Schedules and Risers E.3 Electrical Legends and Notes E.4 Electrical Specifications M.1 Mechanical Plan M.2 Mechanical Details M.3 Mechanical Notes M.4 Mechanical Controls Structural: S1.0 General Notes and Pian S2.0 Storefront Sections and Details S3.0 RTU Framing Plan S4.0 Details Building Information and Code Analysis SPACE: 204 SQ. FT.: 1,602 LEVEL: LEVEL 2 CONSTRUCTION TYPE: II B - UNPROTECTED NON COMBUSTIBLE / FULLY SPRINKLERED TENANT SEPARATION: 1 HOUR DEMISING WALL OCCUPANCY CLASSIFICATION: M (MERCANTILE) - NO CHANGE S-1 (STORAGE) - NO CHANGI.: OCCUPANCY CALCULATIONS: SALES 1,031 SQ. FT. / 30 SQ. FT. = 35 NON -SALES 571 SQ. FT. / 300 SQ. FT. = 2 Tata!: 1602 = 37 PLUMBING FIXTURES: TRAVEL DISTANCE TO PUBLIC FACILITIES = 195 (195' < 300' OK) - NO PUBLIC RESTROOMS REQUIRED (1) UNISEX ACCESSIBLE EMPLOYEE RESTROOM PROVIDED APPLICABLE BUILDING CODES: BUILDING & STRUCTURAL: ELECTRICAL: MECHANICAL: PLUMBING: FIRE / LIFE SAFETY: ENERGY CODE: ACCESSIBILITY CODE: 2012 INTERNATIONAL BUILDLING CODE 2008 NATIONAL ELECTRIC CODE (2008 SEATTLE ELECTRICAL CODE) 2012 INTERNATIONAL MECHANICAL CODE 2012 UNIFORM PLUMBING CODE 2012 INTERNATIONAL FIRE CODE 2012 INTERNATIONAL ENERGY CONSERVATION CODE 2009 ANSI Al 17.1 FIRE STOPPING SYSTEMS FOR FLOOR AND WALL PENETRATIONS: FOAMING MATERIAL: 'USGC THERMAFIBER' SAFING INSULATION, UL R-10905 LABEL FILL, VOID OR CAVITY MATERIAL: 'USGC FIRECODE COMPOUND' MEETS ASTM E814, UL. 1479 Landlord Required Contractors FIRE ALARM / LIFE SAFETY Guardian Security Systems 1743 1st Ave. Seattle, WA 98134 206.622.6545 ROOFING Cascade Roofing 6308 112th St. SW Lynwood, WA 98036 206.464.0441 - Bob Peterson FIRE PROTECTION The following contractors are Landord preferred: Crown Fire Protection 4932 Interurban Blvd. Bothell, WA 98052 425.481.7669 - John Able \Western States Fire Protectjen 792180th Ave. NE, Suite A10r Red ond, WA 98052 425.8' .0100 - Wes Hamjkbn Cosco re Prote9f on 1500 n\illesRedmond Rd.., Building B800' ' WoodinvilleAr W 8072 425.827.0 4 - Jo1Goldberg \ Patp:ot Fire Prote4n 24.17 70th Ave. E \\ ,,,,``°'°racoma, WA 98424 253.926.2290 - Ken Fish Vendor List THE CONTRACTOR WILL BE RESPONSIBLE FOR THE RECEIVING OF ALL SHIPMENTS OF YANKEE CANDLE SUPPLIED MATERIALS AND WILL UNLOAD, INSPECT, AND STORE THE MATERIALS IN A SAFE, SECURE, AND DRY LOCATION. IN THE EVENT OF DAMAGE TO THE CONTAINER(S), THE GENERAL CONTRACTOR WILL: I. NOTIFY THE DAMAGE IN THE SHIPPING REGEIPT. 2. NOTIFY SHIPPER OF DAMAGE AND ARRANGE FOR FOR AN INSPECTION OF THAT DAMAGE. 3. SEND A COPY OF THE INSPECTION REPORT, PACKING SLIP, AND SHIPPING RECEIPT TO THE YANKEE CANDLE PROJECT MANAGER, WHO WILL TRACK THE PROCESSING AND COLLECTION OF CLAIM. 4. IF NO REPORTS ARE FILED WITHIN TEN (10) DAYS OF RECEIPT OR UNPACKING OF THE SHIPMENT, TENANT WILL ASSUME THAT ALL ITEMS WERE RECEIVED IN WORKING ORDER. ANY CLAIMS AFTER TEN (10) DAYS WILL BE CONSIDERED INVALID AND REPLACEMENT BECOMES THE LIABILITY OF THE GENERAL CONTRACTOR. STORE COMPONENT VENDOR STREET CITY ST ZIP CONTACT PHONE EMAIL MILLWORK / FLR FIXTURES TG MILLWORK - - - - BOB SOUADRITO 215-245-4210 bsquadrito@tcm111work.com FLOORING DINO FUNARI 11 HILLSIDE ROAD HULL MA 02045 DINO FUNARI 781-581-4561 Dfunari@comcast.net LIGHTING SUPPLIES CAPITOL LIGHTING - - - - RYAN MGILRATH 50S-313-1102 rmcllrath@c16.com PERMITS NATIONAL SERVICES GROUP 626 G ADMIRAL DRIVE, PMBSUITE 120 ANNAPOLIS MD 21401 LAUREN CHASE 410-544-1100 Touren_chase@natlona)permlts.com LOW VOLTAGE INSTALLATION NFRASTRUCTURE - - - - JEFF HUTTON 518-378-83Q0 Jeff.hutton@nfrastructure.net HVAC EQUIPMENT CARRIER CORP - - - - PAUL WITZ 800-610-1085 paul.wItz@carrler.utc.com HVAC/ LIGHTING CONTROLS AUTOMATED LOGIC - - - - DOUGLAS RAKOWSKI 618-111-506g Douglas.Rakowski@automatedlocic.com INTERIOR / EXTERIOR SIGNS WOOD AND SIGNS - - - - RICHARD FARLEY 802-362-2386 woodslgn@sover.net DELIVERIES M. B. MEYER - - - - GREG SAMSON 866-204-526G9samson@wlIIlambme er.com ,.4.. ,.s-.t........e.,.. .,..-..,v...,T.n - ......,.,.,-.,.ennv iomimii*..... A..t...t..............A..........ER•......,..,......,..........,.....................,......, .........,.,.......,............,..., ... - 4 .^ \... ,t...C^....t'7M, .d,. .l 'rite,Tbese d riliit`Qs Item kw:4n i*r 1 need for prtk»#4ss##r, Inuit m1 . r.M field cor`dttian� z+re required to b .oar I:s i #,y tries Teree Are. irtz .a ,'Jo Cw„rae'or Thar,. eziI0ilii\ :40 kr.•r'tEt.Iy'ir51 t\ 00#nein: Errs >;9 t cnlp rbeeeTA its 0. i(E .t i:45tti., it ix S: C.C\,v\,\,,,\\\\\\\\,\\,,,,,\\\,\„\.,,\,\\\\\� CONSULTANTS 12035 COLWICK Project Management Design SAN ANTONIO,TX 7 216 9 � 8 DRAWING CHRONOLOGY: index: date: description: 5 . 6.13 ISSUED TO CLIENT FOR FINAL REVIEW 5 . 1.13 ISSUED TO LANDLORD FOR FINAL REVIEW TITLE: date: 5.3.13 Title Sheet drown b, r: w j k X80 Southcenter Mali -Seattle, WA KEE DLE� America's Best Loved Candle Westfield Southcenter TENANT YANKEE CANDLE' A arHestLovedCandle 16 YANKEE CANDLE WAY SOUTH DEERFIELD, MA 01373 413.665.8306 EXT. 4004 413.665.8569 - FAX DAVE CONWAY PROJECT MANAGER TENANT COORDINATOR Westfield 2800 SOUTHCENTER SEATTLE, WA 98188 206.714.3485 WAYNE JOHNSON TENANT COORDINATOR DESIGNER Ni Design 11 TALCOTT NOTCH ROAD FARMINGTON, CT 06032 wesley krech - EXT. 104 gregory h. gaudet - EXT. 101 860.678.1946 860.678.7111 - FAX MALL MANAGEMENT Westfield Southcenter Management Office 2800 SOUTHCENTER SEATTLE, WA 98188 206.246.7400 ARCHITECT OF RECORD RSW CONSULTANTS 12035 COLWICK SAN ANTONIO, DC 78216 210.408.1860 210.408.0273 - FAX JIMMY POWERS CONSULTING ENGINEER CGA Architects and Engineers 365 NEW HAVEN AVENUE, STE. 4 MILFORD, CT 06460 203.371.8212 203.504.7987 - FAX CHARLES GEORGIE 'dee\ \\ r e u \„•• ter: Pl ,rt t, - FE Pcimit leo. COPY O (73 C/3 ^" .11 ~oroval i3 subject to errors and omissions. 1,1r4luc s'cn documents does not authorize a:: pted code or ordinance. Receipt r ie!d y and conditions is acknowledged: Date: City Of Tl,kw la BUILDING DIVISION PUBLIC RESTROOMS TRAVEL DISTANCE = 195' YANKEE CANDLE SPACE # 204 .\\..-2800 Sputheenter Mall settsi �\,W \\\ 7:7:777:17* '''.171177‘‘ SN;;;\.' bRDSTROM KEY PLAN r MACY'S SCOPE OF WORK CONSTRUCTION: EXISTING TO REMAIN PLUMBING: MODIFY EXISTING HVAC: MODIFY EXISTING ELECTRICAL: MODIFY EXISTING SPRINKLERS: MODIFY EXISTING FIRE SAFETY: MODIFY EXISTING JCPENNEY REVIEWED FOR CODE COMPLIANCE APPROVED IJUN 132013 City of Tukwila BUILDING DIVISION SEARS RECEIVED CITY OF TUKWILA PERMIT CENTER #644 REGI AR AS NOTED #:204 Westfield Southcenter Seattle WA :�.. 1,602 \N : : 13064 JIMMY L. POT": , S STATE OF WASI II' ,ETON :CUs° Project Responsibility Schedule A B W c Q 0 D E z X W KZ THE GENERAL CONTRACTOR SHALL VERIFY ALL ITEMS ON THIS SCHEDULE FOR ACCURACY PRIOR TO BEGINNING CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO ARCHITECT, TENANT AND LANDLORD. COMMENTS DMSION 01000 - GENERAL BUILDING PERMIT 0 • G.G. SHALL PICK UP PERMIT, PAY ALL FEES, AND INVOICE YGG AT COST GLEAN -UP, FINAL GLEANING • DEMOLITION I) BEFORE FIXTURES ARRIVE, 2) PRIOR TO TENANT PUNCH OUT OTHER PERMITS, FEES INSURANCE 0 INCLUDING ALL LOCAL PEST GONTROL REQUIREMENTS $ PERMITS. VERIFY LANDLORD REQUIREMENTS TEMPORARY BARRICADES BARRICADE GRAPHICS •! 0 VERIFY LANDLORD REQUIREMENTS • TRASH REMOVAL AND DUMPSTERS • COORDINATE GRAPHICS VENDOR WITH YC PM, SEE DETAIL I/D.I ONE 30 YARD DUMPSTER TO REMAIN THROUGH MERCHANDISING AND REMOVED ONE DAY PRIOR TO STORE OPENING. COORDINATE IN/ MANAGEMENT TEAM. SPRINKLER DRAWINGS IF REQUIRED BY JURISDICTION INSPECTIONS / G.O. 0 DIVISION 02000 - SITE WORK NO WORK UNDER THIS SEGTION DIVISION 03000 - CONCRETE CONCRETE SLAB CONCRETE SLAB "LEAVE OUT" INFILL - NOT APPLIGABLE - GORE DRILLING/SAW GUTTING OF EXISTING SLAB 0 0 A5 REQUIRED FLOOR PREPARATION DIVISION 04000 - MASONRY 0 COORDINATE WITH FLOORING PLAN ON SHEET A.6 NO WORK UNDER THIS SECTION DIVISION 05000 - MISCELLANEOUS METALS STUDS / FRAMING 4 MISGELLANEOUS BRAGING SOFFIT STUDS / FRAMING 0 NEW AS REQUIRED MOLDINGS, EXPANSION JOINTS 4 TRANSITION STRIPS • NEW AS REQUIRED DEMISING WALL STUDS 0 AS REQUIRED DIVISION 06000 - WOOD AND PLASTICS BLOCKING SURFACE MOUNTED FURRING STRIPS • (NON-COMBUSTIBLE) ROUGH CARPENTRY, FIRE RETARDANT LUMBER 4 PLYWOOD 0 (NON-COMBUSTIBLE) 0 0 WOOD STOREFRONT SYSTEM $ TRIM • COORDINATE IN/ STOREFRONT CONSTRUCTION DINGS. ON A.I * A.la DIVISION 07000 - THERMAL & MOISTURE PROTECTION ROOF PENETRATION WORK AS REQUIRED • COORDINATE IN MALL REQUIRED ROOFING CONTRACTOR FLOOR WATER PROOF MEMBRANE INSULATION (DEMISING WALLS) • COORDINATE WITH FLOORING PLAN ON SHEET A.6 INSULATION (EXTERIOR WALLS) NOT APPLICABLE 0 DIVISION 08000 - DOORS & WINDOWS INTERIOR DOORS, FRAMES, HARDWARE • • SEE DOOR SCHEDULE FOR SCOPE OF WORK WOOD PANEL DOOR d FRAME MIRRORS • 511 DOOR SCHEDULE FOR SCOPE OF WORK • PRE -FINISHED, PREFABRICATED STOREFRONT SYSTEM - NOT APPLICABLE - STOREFRONT GLASS - NOT APPLIGABLE - STOREFRONT ENTRANCE HARDWARE • ROLLING GRILLE 0 SEE DOOR HARDWARE SCHEDULE STOREFRONT DOORS REAR SERVICE DOOR - NOT APPLICABLE - 0 REAR SERVICE DOOR "DETEX" SYSTEM • STOREFRONT WINDOW FILM DMSION 09000 - FINISHES IF NOT EXG. (REFER TO DOOR HARDWARE SCHEDULE ON SHEET A2) - NOT APPLICABLE - GYPSUM BOARD CEILING 0 COORDINATE IN/ REFLECTED CEILING PLAN SHEET A.4 GYPSUM BOARD DEMISING WALL GYPSUM BOARD PARTITIONS 0 COORDINATE W/ CONSTRUCTION PLAN SHEET A.2 • COORDINATE IN/ CONSTRUCTION PLAN SHEET A.2 GYPSUM BOARD COLUMN ENCLOSURES GYPSUM BOARD SOFFITS AND BULKHEADS CEILING GRID AND TILE - NOT APPLICABLE - 0 • COORDINATE I'1/ REFLECTED CEILING PLAN SHEET A.4 • PAINTING, FINISHING • COORDINATE IN/ REFLECTED CEILING PLAN GI IIIT A.4 REDUCER STRIPS 0 VINYL TILE •' 0 GOORDINATE IN/ FLOORING/FINISH PLAN SHEET A.6 FLOORING: VINYL WOOD PLANKS 0 • COORDINATE IN/ FLOORING/FINISH PLAN SHEET A.6 ENTRANGE TILE • 0 COORDINATE IN/ FLOORING/FINISH PLAN SHEET A.6 CERAMIC TILE 0 GERAMIG TILE GROUT 0 VINYL BASE 0 • COORDINATE IN/ FLOORING PLAN GI II=T A.6 WOOD BASE 0 STOREFRONT MILLWORK • COORDINATE WITH STOREFRONT CONSTRUCTION ON A.I A.la STOREFRONT BASE • GOORDINATE WITH STOREFRONT GONSTRUCTION ON A.I 8 A.la TOILET ROOM FRP 0 COORDINATE WITH H.G. LAV. DETAILS ON SHEET A3 FLOOR ADHESIVE 0 SEALED CONCRETE - NOT APPLICABLE - DIVISION 10000 - SPECIALTIES IN I L-KIOR STOREFRONT SIGNAGE • AWNING - NOT APPLICABLE - BAGKWRAP SIGN • BLOCKING BY GG GRAPHIC DISPLAY PANELS AT BAGKWRAP • BLOCKING BY GC WOOD GROWN MOLDING 0 • BLOCKING BY GG AGGE55 PANELS 0 A5 REQUIRED TOILET ACCESSORIES 0 0 COORDINATE WITH H.G. LAV. DETAILS ON SHEET A3 TOILET ROOM MIRRORS, GRAB BARS 0 COORDINATE WITH H.G. LAV. DETAILS ON 5H1± I A3 TOILET SEAT 0 • REFER TO DETAIL 4/A.5 ACCESSIBILITY SIGNAGE •: • FIRE EXTINGUISHERS • 0 VERIFY LOCAL REQUIREMENTS TENANT ADDRESS SIGNAGE 0 0 A5 REQUIRED DIVISION 11000 - EQUIPMENT NO WORK UNDER THIS SEGTION DIVISION 12000 - FURNISHINGS GASHWRAP 0 POWER SUPPLY / TELEPHONE STUB -UP ETG. BY G.G. FURNITURE / FIXTURES / MILLWORK / WALL GASES 0 FIXTURES SUPPLIED BY FIXTURE VENDOR AS PER PLANS MISGELLANEOUS STORE EQUIPMENT W • COORDINATE WITH FIXTURE PLAN ON A.5 SHELVING UNITS 0 0 COORDINATE WITH FIXTURE PLAN ON AS SURFAGE MOUNTED STANDARDS AND SHELVES 0 0 TOILET ROOM ONLY REFER TO DETAIL I/A.3 SAFE 0 GOAT HOOKS • BLOCKING BY GG, REFER TO DETAIL 5/A.5 MARKETING GRID 0 REFER TO REFLECTED PLAN SHEET A.4 TABLES • REFER TO FIXTURE PLAN ON SHEET A.5 CHAIR RAIL AT GASHWRAP 0 0 REFER TO PLAN ON AS AND ELEVATIONS ON A.3 MANAGER'S DESK 6 SEGURITY UNIT • COORDINATE WITH FIXTURE PLAN ON A.5 DIVISION 15000 - MECHANICAL ROOF WORK AS REQUIRED • IF REQUIRED HVAG UNIT(5) 0 REFER TO MECHANICAL DRAWINGS HVAG DISTRIBUTION, DUCTWORK • 0 REFER TO MECHANICAL DRAWINGS DIFFUSERS AND GRILLES • REFER TO MEGHANIGAL DRAWINGS DUGT (SMOKE) DETEGTORS 0 • 0 REFER TO MECHANICAL DRAWINGS SMOKE EVACUATION SYSTEM NOT APPLICABLE EXHAUST FANS AND VENTING • REFER TO MEGHANIGAL DRAWINGS FIRE SPRINKLER MAIN SPRINKLER SYSTEM MODIFICATIONS • MINOR MODIFICATIONS, COORDINATE WITH LL REO'D CONTRACTOR SPRINKLER SYSTEM -DESIGN AND INSTALLATION • IF REQUIRED WATER AND SEWER STUB REFER TO MECHANICAL DRAWINGS PLUMBING FIXTURES 0 REFER TO MEGHANIGAL DRAWINGS PLUMBING GONNEGTIONS 0 REFER TO MEGHANIGAL DRAWINGS NATURAL GAS SERVICE (FOR HVAG) DIVISION 16000 - ELECTRICAL - NOT APPLICABLE - MAIN ELEGTRIGAL SERVICE ELEGTRIGAL PANELS/TRANSFORMER WIRING, CIRCUITING, RECEPTACLES, SWITCHES 0 0 REFER TO ELECTRICAL FOR SCOPE OF WORK 0 • INCLUDING EMERGENCY LIGHTS 4 EXIT LIGHTS LIGHT FIXTURES • REFER TO ELECTRICAL DRAWINGS FOR SCOPE OF WORK RE -LAMP EXISTING LIGHT FIXTURES NOT APPLICABLE SIGNAGE WIRING • TELEPHONE CONNECTION AND WIRING OF GASH WRAP SOUND SYSTEM WITH SPEAKERS • CONDUIT 13Y T.G.G. AS REQUIRED - VERIFY IN/ LOCAL AND STATE CODES • CONDUIT BY T.G.G. AS REQUIRED - VERIFY W/ LOCAL AND STATE CODES MOTION SENSOR TELEPHONE / DATA SYSTEM • CONDUIT BY T.G.G. AS REQUIRED - VERIFY W/ LOCAL AND STATE CODES • FIRE ALARM (AND SMOKE DETECTOR) SYSTEM • GOORDINATE WITH LL REQ'D CONTRACTOR SECURITY SYSTEMS • new INTERIORS LTD NI Design 11 Talcott Notch Road Farmington, CT 06032 T. 860 • 678 • 1946 F. 860. 678. 7111 nidesign@nidesign.net © 2013 General Contractor Responsibility Notes • WEEKLY COMMUNICATION TO YANKEE CANDLE: YANKEE CANDLE CORPORATE HAS A WEEKLY CONFERENCE GALL TO REVIEW ALL PROJECTS UNDER CONSTRUCTION AND PLANNED EVERY FRIDAY AT IOAM EST. EACH JOB SUPERINTENDENT 15 TO EMAIL JOB PHOTOS TO THE GPM EVERY THURSDAY NO LATER THAN 5PM EST. THE PHOTOS NEED TO BE COMPREHENSIVE SHOWING ALL AREAS OF THE STORE BOTH FLOOR AND CEILING (SEE PHOTO GHEGKLIST IN SUPERINTENDENT HANDBOOK, ALSO INGLUDE WEEKLY CHECKLIST FILLED OUT.) THE PURPOSE OF THESE PHOTOS 15 TO ASCERTAIN THE COMPLIANCE TO THE CONSTRUCTION SCHEDULE AS WELL AS ALLOW THE GPM TO REVIEW WORK IN PLAGE FOR ACCURACY. • SITE VERIFICATION: (IF REQUIRED) WITHIN FIRST (2) TWO DAYS ON SITE, G.G. TO VERIFY ALL DIMENSIONS AS OUTLINED ON SHEET A.Ob, SITE VERIFIGATION PLAN. THE GG 15 TO SGAN AND E-MAIL FINDINGS TO THE GPM AND ARGHITEGT IMMEDIATELY. • SALES FLOOR FINISH: G.G. MAY, AT THEIR OPTION, PURGHASE VINYL PLANK FLOORING, WF -I, FROM FLOOR LOGIG. GONTAGT DINO FUNARI (181) 5861-456q, dfunarl®floorlogIc.com. OR FROM ANY AVAILABLE SOURCE. • LONG LEAD TIME ITEMS: GG SHALL ORDER THE FOLLOWING ITEMS WITHIN DAYS OF THE PROJECT AWARD DATE, DUE TO LONG LEAD TIMES: - METAL SHELVING UNITS - GLASS 6 METAL FRAME STOREFRONT DOORS (AS APPLICABLE) • END OF CONSTRUCTION NOTES: I. G.G. a. b. c. 2. G.G. a. b. c. d. e. f. 9. TO ARRANGE FOR THE FOLLOWING FINISH MATERIALS TO BE LEFT BEHIND AT THE STORE IN THE QUANTITIES LISTED: EXCESS CERAMIC FLOOR TILE UP TO A MAXIMUM OF ONE (I) FULL GARTON. EXCESS SALES AREA / BAGKROOM CEILING TILE UP TO A MAXIMUM OF ONE (1) FULL GARTON. EXGE55 SALES AREA FLOORING UP TO A MAXIMUM OF ONE (1) FULL GARTON. ONE (I) FULL QUART OF EACH PAINT FINISH TO BE LABELED APPROPRIATELY. TO ARRANGE FOR THE PROPER DISPOSAL OF THE FOLLOWING MATERIALS, DO NOT LEAVE THE FOLLOWING MATERIALS AT STORE: GROWN MOLDING CERAMIC TILE GROUT WOOD BASE RESTROOM VINYL FLOOR TILE VINYL BASE BEADBOARD / WAINSCOT FLOORING ADHESIVE / GLEANERS / SEALANT Accessibility Notes Accessibility Plan I. THIS PROJECT SHALL COMPLY WITH ALL FEDERAL AND LOCAL ACCESSIBILITY REQUIREMENTS. 2. THRESHOLDS SHALL BE NO HIGHER THAN 1/2' ABOVE THE FLOOR EDGE To BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. 3. DOOR HARDWARE SHALL BE OF THE LEVER OR PUSH TYPE, MOUNTED 30'T044"ABOVE THE AND BE OPERABLE WITH A MAXIMUM EFFORT OF 5 LBS. FOR INTERIOR DOORS. EXTERIOR DOOR - 8 1/2" POUNDS MAX. PRESSURE FIRE DOOR - 15 POUNDS MAX. PRESSURE./. 4. ACCESSIBLE DOORS MUST BE MINIMUM 3'-0"W X 6'-8"H. MODIFY IF REQUIRED. 5. PROVIDE 18" CLEAR SPADE AT STRIKE/PULL SIDE ON INTERIOR DOORS, AND 12' CLEAR AT STRIKE/PUSH SIDE OF DOORS WITH CLOSERS AND 24" CLEAR AT STRIKE/FULL SIDE ON EXTERIOR DOOR 6. FLOOR SHALL BE LEVEL THROUGHOUT. 1. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED. 6. SIGNAGE SHALL BE PROVIDED TO COMPLY WITH LOCAL ACCESSIBILITY REQUIREMENTS. l. STREET GIT' Ldw' u ///////.e///'4�////''''''//!//4/%/%////!// /// li/ /fbd// /'/./.Y'"'I�f/// ///'f/%Jl'''''!/f/l//FTff!A//'///'/'////''' /'''''''7 %/l/J//A//,// /moi II CONTACT PHONE EMAIL rim TG MILLWORK - -1-1-1-1-1-1-1-1-1-1- - -1-1-1-1-1-1 - - INFLOOR ,'�� „/",,, FLOORING DINO FUNARI r L- HULL MA Ih�I DINO FUNARI 181-5861-45661 Dfunarl®comcast.net -- - - - - ` I_ 4 EXIT 508-3613-1102 rmcllrath@cls.com PERMITS NATIONAL SERVICES GROUP 626 G ADMIRAL DRIVE, PMBSUITE 120 ``` MD , , / ,, ,^-�-Lill I �' % 410-544-1100 l LOW VOLTAGE INSTALLATION I - - I II 1 1 1 1 1 1 1 1 1 II1 HVAG EQUIPMENT CARRIER CORP - - - - PAUL WITZ 800-6610-1085 paul.witz®carrIer.utc.com HVAG/ LIGHTING CONTROLS AUTOMATED LOGIC - - ._, - DOUGLAS RAKOWSKI 618-111-5061 COMMON PATH OF TRAVEL DISTANCE = 67' INTERIOR / EXTERIOR SIGNS • ALL PORTIONS OF ACCESSIBLE ROUTE BEYOND LEASE LINE BOUNDARIES ARE THE RESPONSIBILITY OF THE LANDLORD • MAINTAIN 36" CLEAR SPACING MIN. BETWEEN FIXTURES AND A 36" CLEAR PATH FROM BACK OF HOUSE TO EXIT DOOR(S) REQUIRED BY ACCESSIBILITY CODE Drawing Index Architectural: A.0 Title Sheet A.Oa Notes and Specifications A.Ob Dimensional Confirmation D.1 Demolition Plans A.1 Storefront Elevation, Plan and Section A.la Storefront Detail A.2 Construction and General Electrical Plan A.3 Elevations A.4 Reflected Ceiling Plan A.5 Fixture Plan A.6 Flooring Plan and Finish Schedule Engineering: E.1 Electrical Plans E.2 Electrical Schedules and Risers E.3 Electrical Legends and Notes E.4 Electrical Specifications M.1 Mechanical Plan M.2 Mechanical Details M.3 Mechanical Notes M.4 Mechanical Controls Structural: S1.0 General Notes and Plan S2.0 Storefront Sections and Details S3.0 RTU Framing Plan S4.0 Details Building Information and Code Analysis SPACE: 204 SQ. FT.: 1,602 LEVEL: LEVEL 2 CONSTRUCTION TYPE: 11B - UNPROTECTED NON COMBUSTIBLE / FULLY SPRINKLERED TENANT SEPARATION: 1 HOUR DEMISING WALL OCCUPANCY CLASSIFICATION: M (MERCANTILE) - NO CHANGE S-1 (STORAGE) - NO CHANGE OCCUPANCY CALCULATIONS: SALES 1,031 SQ. FT. / 30 SQ. FT. = 35 NON -SALES 571 SQ. FT. / 300 SQ. FT. = 2 Total: 1602 = 37 PLUMBING FIXTURES: TRAVEL DISTANCE TO PUBLIC FACILITIES = 195' (195' < 300' OK) - NO PUBLIC RESTROOMS REQUIRED (1) UNISEX ACCESSIBLE EMPLOYEE RESTROOM PROVIDED APPLICABLE BUILDING CODES: BUILDING & STRUCTURAL: ELECTRICAL: MECHANICAL: PLUMBING: FIRE / LIFE SAFETY: ENERGY CODE: ACCESSIBILITY CODE: 2012 INTERNATIONAL BUILDLING CODE 2008 NATIONAL ELECTRIC CODE (2008 SEATTLE ELECTRICAL CODE) 2012 INTERNATIONAL MECHANICAL CODE 2012 UNIFORM PLUMBING CODE 2012 INTERNATIONAL FIRE CODE 2012 INTERNATIONAL ENERGY CONSERVATION CODE 2009 ANSI Al 17.1 FIRE STOPPING SYSTEMS FOR FLOOR AND WALL PENETRATIONS: FOAMING MATERIAL: 'USGC THERMAFIBER' SAFING INSULATION, UL R-10905 LABEL FILL, VOID OR CAVITY MATERIAL: 'USGC FIRECODE COMPOUND' MEETS ASTM E814, UL. 1479 Landlord Required Contractors* FIRE ALARM / LIFE SAFETY Guardian Security Systems 1743 1st Ave. Seattle, WA 98134 206.622.6545 ROOFING Cascade Roofing 6308 112th St. SW Lynwood, WA 98036 206.464.0441 - Bob Peterson FIRE PROTECTION Crown Fire Protection 4932 Interurban Blvd. Bothell, WA 98052 425.481.7669 - John Able * IT IS THE SOLE RESPONSIBILITY OF THE BIDDING CONTRACTOR('S) TO VERIFY ANY ADDITIONAL REQUIRED CONTRACTORS NOT LISTED ON THESE PLANS WITH MALL MANAGEMENT PRIOR TO BID SUBMISSION TO YCC TO ENSURE BID ACCURACY. Vendor List THE GONTRAGTOR WILL BE RESPONSIBLE FOR THE RECEIVING OF ALL SHIPMENTS OF YANKEE CANDLE SUPPLIED MATERIALS AND WILL UNLOAD, INSPECT, AND STORE THE MATERIALS IN A SAFE, SECURE, AND PRY LOCATION. IN THE EVENT OF DAMAGE TO THE GONTAINER(S), THE GENERAL GONTRAGTOR WILL: I. NOTIFY THE DAMAGE IN THE SHIPPING RECEIPT. 2. NOTIFY SHIPPER OF DAMAGE AND ARRANGE FOR FOR AN INSPEGTION OF THAT DAMAGE. 3. SEND A COPY OF THE INSPEGTION REPORT, PAGKING SLIP, AND SHIPPING RECEIPT TO THE YANKEE GANDLE PROJEGT MANAGER, WHO WILL TRACK THE PROGESSING AND GOLLEGTION OF CLAIM. 4. IF NO REPORTS ARE FILED WITHIN TEN (10) DAYS OF REGEIPT OR UNPACKING OF THE SHIPMENT, TENANT WILL ASSUME THAT ALL ITEMS WERE REGEIVED IN WORKING ORDER. ANY CLAIMS AFTER TEN (10) DAYS WILL BE GONSIDERED INVALID AND REPLACEMENT BECOMES THE LIABILITY OF THE GENERAL GONTRAGTOR. STORE COMPONENT VENDOR STREET GIT' ST ZIP CONTACT PHONE EMAIL MILLWORK / FLR FIXTURES TG MILLWORK - - - - BOB SQUADRITO 215-245-4210 bsquadrito•tcmlllwork.com FLOORING DINO FUNARI 11 HILLSIDE ROAD HULL MA 02045 DINO FUNARI 181-5861-45661 Dfunarl®comcast.net LIGHTING SUPPLIES GAPITOL LIGHTING - - - - RYAN MGILRATH 508-3613-1102 rmcllrath@cls.com PERMITS NATIONAL SERVICES GROUP 626 G ADMIRAL DRIVE, PMBSUITE 120 ANNAPOLIS MD 21401 LAUREN CHASE 410-544-1100 Iauren_chase@natlonalpermits.com LOW VOLTAGE INSTALLATION NFRASTRUGTURE - - - - JEFF HUTTON 518-318-83010 Jeff.hutton®nfrastructure.net HVAG EQUIPMENT CARRIER CORP - - - - PAUL WITZ 800-6610-1085 paul.witz®carrIer.utc.com HVAG/ LIGHTING CONTROLS AUTOMATED LOGIC - - - - DOUGLAS RAKOWSKI 618-111-5061 Douglas.Rakowski@automatedloglc.com INTERIOR / EXTERIOR SIGNS WOOD AND SIGNS - - - - RIGHARD FARLEY 802-362-2386 woodsign®5over.net DELIVERIES WM. B. MEYER - - - - GREG SAMSON 866-204-5260 gsamsonow111lambmeyer.com .. .;: _...w .w .-.+ ._ ver .✓r...✓vv1 w: :e .. _ ,. r-P.!1,.,.A 111 I.P,_,. 4 A iI'/' ,fr.-1.. rl .rr ,.., :,::. .. .. :_ .... -�. .-� .. .._.. .:; __ _ _ _ ... .... ... ._ .. __. _ _ ... .. .. _ ...._. __ .. • r 1 1 0. . I. "11 _14.1...1 . _. . .-... .. __. _. .... v 1 , ,c. 1✓ ar. 4vv L .. I. .... .._I... _ _ --._.._....-3_ CONSULTANTS 12035 COLWICK Project Management * Design SAN ANTONIO, TX 78216 DRAWING µAWING :I.::IRON •0 LOGY: In(k 1 :date: �: rasa° ticri: 5 . 6 . 13 ISSUED TO CLIENT FOR FINAL REVIEW 5 . 1 . 13 ISSUED TO LANDLORD FOR FINAL REVIEW 5 . 10 . 13 ISSUED FOR BID $ PERMIT TDTLE: dale: 5 . 10 . 13 Title Sheet d r'd:°l "fir wjk EEt DLE® America's Best Loved Candle* Westfield Southcenter 630 Southcenter Mall - Seattle, WA TENANT YANKEE CANDLE e.r�n.ravrraa•t a.rsr 16 YANKEE CANDLE WAY SOUTH DEERFIELD, MA 01373 413.665.8306 EXT. 4004 413.665.8569 - FAX DAVE CONWAY PROJECT MANAGER TENANT COORDINATOR Westfield 630 SOUTHCENTER SEATTLE, WA 98188 206.714.3485 WAYNE JOHNSON TENANT COORDINATOR DESIGNER ARCHITECT OF RECORD NI Design 11 TALCOTT NOTCH ROAD FARMINGTON, CT 06032 wesley krech - EXT. 104 gregory h. gaudet - EXT. 101 860.678.1946 860.678.7111 - FAX MALL MANAGEMENT Westfield Southcenter Management Office 630 SOUTHCENTER SEATTLE, WA 98188 206.246.7400 RSW CONSULTANTS 12035 COLWICK SAN ANTONIO, TX. 78216 210.408.1860 210.408.0273 - FAX JIMMY POWERS CONSULTING ENGINEER CGA Architects and Engineers 365 NEW HAVEN AVENUE, STE. 4 MILFORD, CT 06460 203.371.8212 203.504.7987 - FAX CHARLES GEORGIE SCOPE OF WORK CONSTRUCTION: PLUMBING: HVAC: ELECTRICAL: SPRINKLERS: FIRE SAFETY: EXISTING TO REMAIN MODIFY EXISTING MODIFY EXISTING MODIFY EXISTING MODIFY EXISTING MODIFY EXISTING KEY PLAN PUBLIC RESTROOMS TRAVEL DISTANCE = 195' - YANKEE CANDLE SPACE # 204 630 Southcenter Mall Seattle, WA 98188 scale: AS NOTED rH F REVIEWED FOR CODE COMPLIANCE APPROVED JUN 132013 City of Tukwila BUILDING DIVISION O N PROJECT: nr�L' c I� NORDSTROM p�3 JCPENNEY #644 DILE Westfield Southcenter Seattle, WA 204 S " , 'H,: 1,602 job Ifp : 13064 fila: 1 clo SEARS RECEIVED CITY OF TUKWILA MAY 3 0 2013 11)ERMIT CENTER ,4u JI!.1MY L. PG STATE OF NIA ERS 11NGioN�/ A.0 7GI3Ob4AOADVIO 05/09/15 12:06 User: BILL U esi n a �' new INTERIORS LTD DIVISION 02000 - SITE WORK DIVISION 05000 - METALS (CONTINUED) DIVISION 07000 - THERMAL AND MOISTURE PROTECTION DIVISION 041000 - FINISHES (CONTINUED) 02060 BUILDING DEMOLITION PART I - GENERAL A. SELECTIVE DEMOLITION I. THI5 SECTION 15 INCLUDED FOR GENERAL REFERENCE OF WORK TO BE REMOVED BY THE GENERAL. CONTRACTOR 2. CONSULT DEMOLITION PLANS INCLUDED P41TH PR,O.ECT DOCUMENTS FOR ADDITIONAL NOTES AND SITE SPECIFIC ITEMS. 3. DEMOLITION INCLUDES REMOVAL OF THE EXISTING INTERIORS, IF REQUIRED, BUT NOT LIMITED TO INTERIOR PARTITIONS, CABINETS, SUSSPENDED CEILING. TILE, ELECTRICAL, MECHANICAL, ETC., A5 RE ARED, AS SHOWN, ORAS DIREGTED. 4. ALL ITEMS INDICATED OR REQUIRED TO BE DEMOLISHED OR REMOVED TO BE LEGALLY DISPOSED OF IN COORDINATION AND COMPLIANCE WITH ALL LANDLORD PROCEDURES AND REGULATIONS. 5. ALL ITEMS INDICATED TO BE RELOCATED OR REINSTALLED TO BE CLEANED, SERVICED AND PREPARED FOR PROPER RE -USE. ANY ITEMS STORED DURING CONSTRUCTION ARE TO BE PROTECTED TO AVOID DAMAGE OR THEFT. 6. ALL ITEMS INDICATED AS EXISTINS TO REMAIN , SHALL BE GLEANED, SERVICED AND PREPARED FOR PROPER CONTINUED RE -USE. PROTECT ALL ITEMS SUFFICIENTLY DURING CONSTRUCTION TO AVOID DAMAGE OR THEFT. 1. COOPERATE AND COORDINATE WITH LANDLORD, THE TENANTS OF THE ADJACENT SPAGES AND ThE TENANT, IN SCHEDULING WORK IN ORDER TO CAUSE THE LEAST INCONVENIENCE TO FERSONNB AND PROPERTY. 8. SEE MECHANICAL AND FLLEGTRICAL PLANS FOR SPECIFIC. DEMOLITION ITEMS UNDER THOSE TRADES. PART 2 - PREPARATION / EXECUTION A. ARRANGE WITH THE LANDLORD A CONVENIENT TIME TO PERFORM DEMOLITION WORK AND INSTALL TEMPORARY PROTECTED MEANS OF EGRESS FROM REQUIRED E.XITS.INCLUDE TEMPORARY LI6HTIN& AND SAFETY DEVICES, ALL IN ACCORDANCE WITH GOVERNING STATE AND LOCAL GODES AND LAND -LORD REQUIREMENTS. B. THE CONTRACTOR SHALL REMOVE, REPAIR, RESTORE, AND REPLACE MERE ANY 5UGH WORK 15 NECESSARY OR AS INDICATED ON THE DRAWINGS. CUT ALL Ni6GESSARY OPENIN65, AND PATCH REPAIR/SEAL SAME TO DEGREE NECESSARY TO SATISFY ALL REQUIREMENTS. INSOFAR AS P0551BLE, ALL PROTRUSIONS, MARKS, CRACKS OR OTHER EVIDENCE OF A DEFICIENT OR DAMAGED CONDITION SHALL BE ELIMINATED, UANLESS SPECIFICALLY NOTED OTHERWISE. ANY PARTS WHICH ARE SPLIT, CRACKED, CHIPPED, SPALLED, BROKEN, MISSING, OR OUT OF LINE OR ADJUSTMENT, MECHANICALLY OR STRUUCTURALLY UNSAFE OR UNSOUND, BENT, TORN OR OTHERWISE DEFICIENT OR IN.UJRED IN ANY MANNER, SHALL BE REMOVED, REPLACED, RESTORED OR REPAIRED. IANNDLORDS REPRESENTATIVE, ARCHITECT, AND TENANTS CONSTRUCTION MANAGER MUST BE NOTIFIED IMMEDIATELY OF ANY STRUCTURAL OR SAFETY DEFECTS, AND ONLY THE TENANTS CONSTRUCTION MANAGER IF THE DEFEGT(5) ARE LIMITED TO COSMETIC FINISHES. G. EXERCISE EXTREME CARE DURING DIEMOLITION 50 A5 NOT TO DAMAGE OR DISRUPT ANY UTILITY OR SPRINKLER LINES WHICH MIGHT PASS THROUSIH THIS SPACE TO SERVICE OTHER MALL SPADES OR TENANTS. GENERAL.. CONTRACTOR WILL BEAR SOLE RESPONSIBILITY OF ANY SUCH DISRUPTION OR DAMAGE. D. ALL ABANDONED ELECTRICAL AND TELEPHONE CONDUIT, PLUIN6 LINES, DRAIN LINES, AND ALL MECHANICAL ITEMS SHALT BE GAPPED AT SOURCE AND REMOVED IN A MANNER TO MEET ALL LANDLORD AND CODE REQUIREMENTS, UNLESS DIRECTED OTHERWISE. E. GENERAL CONTRACTOR RESPONSIBILITIES: I. GENERAL CONTRACTOR 15 TO NOTIFY TENANT IMMEDIATELY OF ANY SEVERE DISGREPANCIS OR IRREGULARITIES DISCOVERED DURING DEMOLITION WHICH MIGHT AFFECT THE CURRENT STORE DESIGN. GENERAL CONTRACTOR 15 TO PAY SPECIAL ATTENTION TO AVAILABLE HEIGHT FOR INTENDED CEILING ELEVATION, MECHANICAL DUCTWORK AND RECESSED LIGHTING. 2. GENERAL CONTRACTOR 15 TO ERECT CONSTRUCTION BARRICADES AND DEBRIS/PST SCREENS FER LANDLORD'5 SPECIFICATIONS. CONTACT LANDLORD'S REPRESENTATIVE PRIOR TO THE OF A.L DEMOLITION WORK. 3. GENERAL CON RACTOR 15 RESPONSIBLE FOR PATCHING, REPAIRING AND LEVELING OF T1HE EXISTING FLOOR SLAB, REPAIR OF DEMISING WALLS AND ROOF DECK A=TER COMPLETION OF ALL DEMOLITION AND PRIOR TO THe OF HL3 I CONSTRUCTION. COORDINATE. WITH LANDLORD RESPONSIBILITY IN PERFORMING ANY AND ALL ROOF WORK. DIVISION 03000 - CONCRETE 1 03300 CAST -IN-PLACE CONCRETE PART I - GENERAL A. PROVIDE AND INSTALL CONCRETE AS INDICATED ON THE DRAWINGS. B. CONCRETE WORK SHALL CONFORM TO TI -E LATEST EDITION OF "AMERICAN CONCRETE INSTITUTE" CODES AND STANDARDS INCLUDINS AGI 301, AGI 315, AND AGI 318. G. CONCRETE STRENGTHS ARE AS FOLLOWS: GLASS 13000 P51 INTERIOR SLABS (OR MIN. REQUIRED PER LANDLORD SPECIFICATIONS) D. REINFORCEMENT (EER LANDLORD REQUIREMENTS) E. BONDIN E: AGENT (IF REQUIRED) I. 'SONOBOND" EPDXY CONCRETE BONDING A6ENT OR EQUAL a. MANUFACTURER: GHEMTRE)(, INC.. 880 VALLEY PARK DRIVE SHAKOPEE, MINNESOTA 5531q-1854 2. CONSULT MANUFACTURER FOR APPLICATION PROCEDURE. 3. ASTM 6881 F. VAPOR BARRIER I. SLAB ON GRADES TO RECEIVE 6 MIL CLEAR OR BLACK POLYETHYLENE FILM WITH MIN. OF 12' OVERLAP. TAPE ALL SEAMS. PART 2 - PREPARATION / EXECUTION A. CONCRETE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR S RENSTIH, CONSISTENCY PROPORTIONS AND HANDLING OF CONCRETE. B. VERIFY THAT COMPACTED GRANAAR BASE 15 IN PLACE AND READY TO SUPPORT SLAB AND IMPOSED LOADS. G. VERIFY GRADIENT AND ELEVATIONS OF BASE ARE CORRECT. TIHICKKNE�.�S AND REINFORCING AS SHOWN ON DRAWINGS. 17. IMMEDIATE -Y AFTER PLACEMENT, PROTECT PAVEMENT FROM MECHANICAL INJURY. E. DEPOSIT CONCRETE WITHIN ANY ONE SECTION CONTINUOUSLY SO THAT NO CONCRETE WILL BE PLACED ON OLDER CONCRETE WHICH HAS SET SUFFICIENTLY TO RESULT IN SEAMS AND FLAKES OF WEAIKINESS WITHIN SECTION. F. PLAGE SLABS FOR FULL THICKNESS PI ONE OPERATION, WITHOUT CHANGES IN PROPERTIES; SCREED TO PROPER ELEVATION; FLOAT AND LIGHTLY TROWEL. UNESS OTHERWISE SPECIFIED, WHEN CONCRETE HAS SET SUFFICIENTLY TO RING UNDER TROWEL, GIVE SLAB SECOND TROWELING TO PRODUCE SMOOTH, DENSE SURFACE. DUSTING OF SURFACES WITH GEMENT 15 PROHIBITED. 6. COMPACT 5UB GRADE FOR SLABS ON GRADE TO g55K OFTIMU*7 DENSITY. PROVIE7E MIN. 6" COMPACTED CRU5FED GRAVE. SUB -BASE AT ALL AREAS TO RECEIVE NEW CONCRETE.. H. FINISHES 1.61VE TYPICAL INTERIOR FLOOR SLABS A STEEL. TROWEL FINISH WITH CLASS A TOLERANCE (`ERUE PLANS WITHIN I/4 IN 10 FT. AS DETERMINED BY A 10 FOOT STRAIGHTTEDGE PLACED ANYWHERE ON SLAB IN ANY DIRECTION). I. PROVIDE SAW GUT CONTROL JOINTS I/8" WIDTH x I' DEEP AT MAXIMUM 400 SQUARE FOOT AREA. J. APPLY BONDING AGENT (AS SPECIFIED) TO ADJACENT CONCRETE SURFACES IMMEDIATELLY PRIOR TO PLACEMENT OF CONCRETE. K EXPANSION JOINT MATERIAL. I/2' PRE MOLDED ASPHALT IMPREGNATED FIBERBOARD, SAME DEPTH AS GONGRETE. 03132 CONCRETE REPAIR PART I - 6BNERAL A THE EXTENT OF CONCRETE REPAIR WORK'INCLUDES REMAINING FLOOR AREAS AFTER DEMOLITION PROVIDING A LEVEL FLOOR THROUGHOUT TO RECEIVE FU71JRE FINISHES. B. COMPLY WITH MANIFAGTURER5 REQUIREMENTS FOR INSTALLATION OF ITEMS AND FINISHES BY OTHER TRADES, INCLUDING, TH05E ITEMS AND FINISH S PROVIDED AND/OR INSTALLED BY TENANT. G. FLOOR LEVELER CONCRETE TO BE INSTALLED AT LOW AREAS, HOLES AND DEPRESSIONS. PATCH CRACKS AND BROKE3N CONCRETE WITH FLOOR PATCH TROWIELE D SMOOTH IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND LANDLORD SPECIFICATIONS. UNDERLAYMENT COMPOUND TO BE FRS FLOWINS, SELF -LEVELING, FUMPABLE, AND GEMENT-BASED FOR APPLICATIONS FROM ONE INCH THICK TO FEATH� 5D6ES. PART 2 - PREPARATION / EXECUTION A CONCRETE REPAIR I. 170 NOT PROCEED WITH WORK UNTIL VISITING T E SITE AND DETERMINING CONDITIONS TO DECIDE METHODS OF REPAIR COORDINATE WITH TENANTS CONSTRUCTION MANAGER 2. REMOVE AND DISPOSE OP EXIS INE FLOOR FINISHES WHERE INDICATED ON DEMOLITION PLAN. 3. THOROU6fLY CLEAN FLOOR SLAB REMOVING CONDITIONS THAT WILL AFFECT BOND INCLUDING RSIDLE FROM REMOVAL OF ADHSIVS, UNDERLAYMENT5, STAINS, OILS, ETC. 4. REMOVE HIGH FLOOR LEVELS AND LOOSE CONCRETE 5. ROUSH IN CONCRETE IN AREAS NFERE PATCHING 15 REQUIRED, 51)644 A5 CRACKED, 5FALLEP, OR HOLES DU5 TO REMOVAL OF EXISTING WORK 6.6RIND HI6H SPOTS. 1. TRENCH ONLY AT SLAB ON 6RADE VERIFY AND GET APPROVAL OF TRENCH OR CORE LOCATIONS WITH THE LANDLORDS RE'iENTATIVE AND MALL STRUCTURE PRIOR TO COMPLETING ANY WORK. CORES TO BE SEALED WATERPROOF. SEE SECT. 07200 "INSULATION AND WATERPROOFING" FOR ADDITIONAL WATERPROOFING INFORMATION. 8. GLEAN AREAS REMOVING ALL WASTE MATERIAL, BROOM GLEAN. PART 2 - PREPARATION / EXECUTION A. FRE-A55EMSLE ITEMS IN SHOP TO GREATESST POSSIBLE EXTENT TO MINIMIZE FIELD SPLICING AND ASSEMBLY. DISASSEMBLE UNITS ONLY AS NECESSARY FOR SHIPPING AND HANDLING LIMITATIONS. CLEARLY MARK UNITS FOR RE -ASSEMBLY AND COORDINATE INSTALLATION. B. SHOP CONFECTIONS SHALL BE WELDED. G. FIELD CONNECTIONS: HI614 STRENGTH FASTENERS SHALL BE USED FOR BOLTED CONNECTIONS. I. STRUCTURAL STEEL FY 36 K51 STEEL, ASTM A36. 2. STRUCTURAL- STEEL TUBING. FY 46 K51 COLD -FORMED TUBING EXCEPT ROUND, ASTM A500-68, GRADE B. 3.5TEEL PIPE. ASTM A53, ISRADE B. 4. ANCHOR BOLT: CONFORM TO ASTM A301. 5. WELDING ELECTRODES. ASTM A233, 5-10 OR BETTER 6. HIGH STRENGTH THREADED FASTE ERSS: ASTM A325 OR A -4g0. 1. METAL 5TUD5. SIZE ACCORDING TO CONSTRUCTION DOCUMENTS x 20 GAUGE STEEL AT 16° O.G. TRACKS TO BE ANCHORED 5Y MEDIUM POWER ACTUATED FASTENER5 0 24' O.G. 8. EXTERIOR / INTERIOR METAL 5TUD5. SIZE ACCORDING TO CONSTRUCTION DOCUMENTS X 25 GAUGE AT 16" O.G.. q. SHOP PAINT PRIMER: STANDARD PRIMER: a. SSPC PAINT 15 b. TNENEC IOOq GRAY METAL PRIMER c. MARTIN-SENOUR GO. #664 RED OXIDE ZINC CHROMATE PRIMER d. PRATT AND LAMBERT NOXIDE 101, ONE DAY FRIMER-GRAY. E. STEEL SHALL BE CLEAN AND FREE FROM OIL, DIRT, LOOSE MILL SCALE AND ANY OTHER SUBSTANCE THAT WOULD IMPAIR WELDING, OR PERFORMANCE OF FRICTION -TYPE BOLTED CONNECTION. 05400 METAL FRAMING - LIGHT GAUGE (GOLD -FORMED) METAL FRAMING PART I- GENERAL A. FURNISH AND INSTALL A COMPLETE SYSTEM OF LIGHT GAUGE FRAMING M1EM5 FOR INTERIOR WALL PARTITIONS AND CEILING SUSPENSION COMPONENTS. I. SYSTEM TO INCLUDE ALL TOP AND BOTTOM RUNNERS, BRACES, CLIP ANGLES, ACCESSORIES, FASTENERS, ETC. FOR EACH TYPE OF FRAMING AS SHOWN ON DRAWINGS. a. INSTALL METAL FRAMING SYSTEMS IN ACCORDANCE WITH MANUFAGIURERS INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS. B. QUALITY ASSURANCE - DESIGN AND ANALYSIS OF STRUGIURAL PROPERTIES SHALL COMPLY WIT1H AISI 'SPECIFICATION FOR THE DESIGN OF COLD -FORMED STRUCTURAL 5TEL. MEMBERS'. G. MATERIALS. I. 18 GAUGE AND LIGHTER COMPONENTS: FABRICATE COMPONENTS OF COMMERCIAL QUALITY STEEL SHEET, ASTM A446 FOR GALVANIZED FINISH WITH A MINIMUM YIELD POINT OF 33p00 P51. 2. 16 6AU6E AND HEAVIER COMPONENTS: FABRICATE COMPONENTS OF STRUCTURAL QUALITY STEEL 5HEEET, ASTM A446 FOR GALVANIZED FINISH WITH A MINIMUM YIELD POINT OF 50,000 P5I. 3. METAL 5TUD5. AISI "C' TYPE STRUCTURAL STUDS; SIZES, 6AU6 5 AND SPACINGS SHOWN OR REQUIRED IF NOT SHOWN; WITH 1-5/8' (4IMM) MINIMUM FLANGE WIDTH, I/2" (13MM) MINIMUM RETURNS AND PRE -PUNCHED MOLLS FOR UTILITY INSTALLATION. a. 18-22 6AU65 (005" / I.2MM - 003' / 0fMM). ASTM A446/A446M GRADE A; MINIMUM YIELD STRESS OF 33 K51 (228 MPA. b. 12-16 GAUGE (0.NI'/2.1MM - 006'/1.5MM). ASTM A446/A446M GRADE A; MINIMUM YIELD STRESS OF 40 K51 (216 MPA). 4. TRACK. ASTM A446/A446M GRADE A; MINIMUM YIELD STRESS OF 33 K51 (228 MPA); FORMED STEEL: CHANNEL SHAPED; SAME WIDTH AND GAUGE AS ADJACENT STUDS. EXCEPTION TOP AND BOTTOM TRACK (RUNS) REQUIRING ATTACHMENT OF METAL PANELS 5HALL BE MINIMUM 14 6OU6E (0.08"/I.IMM). 5. FASTENINGS: a. MANJFAGTIIRERS RECOMMENDED SELF -DRILLING, SELF-TAPPINS SCREWS, BOLTS, NUTS AND WAWFERS. NON-CORRROSIVE. b. ANCHORAGE DEVICES: POWER ACTUATED FASTENERS, DRILLED E PANSION BOLTS, OR SCRS'S WITH SLEEVES. c. WELDING: COMPLY WITH AWS 171.1 "STRUCTURAL WELDING CODE'. A MANUFACTURERS: I. MILCOR / DIVISION OF INRYCO, INC. BY BOSTTNICK S1BEL FRAMING, THE DECO CORP,; ALLIED STRUCTURAL INDUSTRIES; DIETRICH INDUSTRIES OR EQUAL. PART 2 PREPARATION / EXECUTION A. ATTACH AND JOIN INDICATED COMPONENTS BY WELDING. ATTACH AND JOIN OTHER COMPONENTS BY WELDING, BOLTING, OR SCREW FASTENERS, AS STANDARD WITH THE MANUFACTURER. WIRE TYING OF FRAMING COMPONENTS 15 NOT PERMITTED. 5. GUT FRAMING TO FIT SQUARELY AGAINST ABUTTING MEMBERS. HOLD MEMBERS SECURELY IN POSITION UNTIL PROPERLY FASTENED. G. 5AW CUT FIELD FRAMING. IF REQUIRED. 17. COORDINATE METAL FRAMING POSITIONING WITH TRADES FURNISHING ITEMS W41644 ATTACH TO BUILT-IN MEMBERS. E. INSTALL CONTINUOUS RUNNER TRACKS 51ZED TO MATCH 5TUD5. ALIGN TRACKS ACCURATELY TO THE LAYOUT AT BASE AND TOPS OF 51UDS. 5EGURE TRACKS AS RECOMMENDED BY THE 5TUD MAN)FAG1URER FOR THE TYPE OF CONSTRUCTION INDICATED. 170 NOT EXCEED 24" 046. SPAGIN6 FOR POWER DRIVEN FASTENERS, NOR 16' ON CENTER FOR OTHER TYPES OF ANCHORAGE. PROVIDE FASTENERS AT CORNERS AND BID5 OF RUNNER TRACK F. SET STUD5 PLUMB, SPACED AS INDICATED, WHEN NOT INDICATED, AT MAXIMUM 24" ON CENTER. ALIGN AND SECURE 5TUD5 TO TOP AND BOTTOM RUNNER TRACKS BY EITHER WELDING OR SCREW FASTENING AT 60TH INSIDE AND OUTSIDE FLANGC7. 1. CONSTRUCT CORNERS USING MINIMUM THREE STUDS. DOUBLE STUDS AT WALL OPENINGS. INSTALL JACK 5TUD5 ABOVE AND BELOW OPENIN65, SPACED TO MATCH WALL 51UD SPACING. 2. INSTALL SUPPLEMENTARY FRAMING, BLOCKING, AND BRACING IN METAL FRAMING SYSTEMS TO SUPPORT GRAB BARS, FIXTURES, EQUIPMENT, CASEWORK, HARDWARE,IRIM, AND SIMILAR WORK REQUIRING ATTACHMENT TO WALL FRAMING. 3. PROVIDE ONE PIECE FULL LENGTH STUDS. 01200 INSULATION AND WATERPROOFING PART I - GENERA - A FOR INSULATION REQUIRED AT DUCTWIORK PLUMBING LINES, ETC. 5EE MECHANICAL / ELECTRICAL SPECIFICATIONS AND DRAWINGS. 5. BATT INSULATION I. FURNISH AND INSTALL 3 b2' MIN. BATT TYPE INSULATION AT EXTERIOR WALLS OR AS 50UND ATTENUATION BLANKET WHERE SHOWN AND AS SPECIFIED ON DRAWINGS. 2. EXTEND FROM FLOOR TIGHT TO ROOF DECK ABOVE. 3. FURNISH AND INSTALL .004 MIL VISQUEEN VAPOR BARRIER AT EXTERIOR WALLS ON WARM 51DE OF 51UD5. G. TENANT VENDOR TO SUPPLY, 6.0. TO INSTALL WATERPROOFING MEMBRANE OVER ENTIRE FLOOR OF RST ROOMS BELOW FINISH FLOORING AND UP WALL A MIN. 4'. APPLY PER MANUFACTURERS INSTRUCTIONS AND CAULK A5 REQ'D. TO MATCH ADJACENT FINISHES. WATERPROOF t' RANE MUST BE TESTED AND APPROVED BY THE ON-SITE LANDLORD REP. 17. 6.G. SHALL SLEEVE, FIRSTOP, FLASH AND CALK ALL. PENETRATIONS OF FLOORS 50 THAT ODORS OR LIQUIDS WILL NOT PENETRATE THE SLAB AT TTES5E OPENINGS. SUCH SLEEVES SHALL BE INSTALLED ACCORDING TO THE LANDLORD STANDARD DETAILS. 01800 JOINT SEALERS / CAULKING PART I - GElNERAL A. PROVIDE AND INSTALL EXPANSION JOINT MATERIAL, SEALANTS AND JOINT BACKING FOR JOINTS BETWEEN DISSIMILAR MATERIALS. I. SILICONE SEALANTS (TYPE 5). A5TM 6420, SINGLE COMPONENT, NON-SA6GINS, NON -STAINING, NON -B EEDIN6; FOR USE A5 GENERAL CAULKING. COLOR TO MATCH ADJACENT SURFACES. MANUFACTURER BY 65 SILICONES OR EOUAL. 2. JOINT BACKING: ROUND, OPEN CELL POLYETHYLENE FOAM ROD. PART 2 - PREPARATION / EXECUTION A REMOVE LOOSE MATERIALS AND FOREIGN MATTER WHICH MIGHT IMPAIR ADHESION OF SEALANT. 5. CLEAN AND PRIME JOINTS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. G. PROTECT ELEMENTS SURROUNDING THE WORK OF THIS SECTION FROM DAMAGE OF DISFIGURATION. D. INSTALL SEALANT IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. E. INSTALL JOINT BACKING. F. APPLY SEALANT WITHIN APPLICATION TEMPERATURE RANGES. CONSULT MANUFACTURER WHEN SEALANT CANNOT BE APPLIED WITHIN ThE5E TEMPERATURE RANGES. DIVISION 08000 - DOORS AND WINDOWS DIVISION 06000 - WOODS AND PLASTICS DIVISION 04000 - MASONRY NO WORK UNDER 1NI5 SECTION. DIVI510N 05000 - METALS 05120 STRUCTURAL STEED PART I - GENERAL A PROVIDE ALL LABOR MATERIAL AND EQUIPM T NECESSARY FOR COMPLETE INSTALLATION OF STEEL FRAMING AND SUPPORT MEMBERS, ANGLES, PLATES, ANCHOR BOLTS REQUIRED FOR TFE CONNECTION, SETTING AND BEARINS OF COMPLETE STRUCTURE AS 5HOWN ON THE DRAWINGS OR SPECIFIED HEREIN. B. SEE STRUCTURAL DOCUMENTS FOR ADDITIONAL SPECIFICATIONS / STANDARDS. G. THE STRUCTURE 15 DE516NED TO BE SELLF SUPPORTING AND STABLE AFTER TH5 PROJECT 15 FULLY COMPLETED. IT 15 THE CONTRACTOR'S SOLE RE5FONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE AND TO INSURE STABILITY OF THE BUILDING AND ITS COMPONENT PARTS AND ADEQUACY OF TEMPORARY SUPPORT DURING ERECTION. THIS INCLUDES T1HE ADDITION OF WHATEVER TEMPORARY BRACING, GUY OR TIE DOWNS MIGHT BE NECESSARY. SUCH MATERIAL 15 NOT SHOWIN ON DRAWINGS. IFAPPLIED, THEY SHALL BE REMOVED AS CONDITIONS PERMIT AND SHALL REMAIN CONTRACTORS PROPERTY. D. PROVIDE OPENINGS AND SPECIAL FRAMING REQUIRED BY OTHER TRADES. MECHANICAL FRAMING LOADS, OPENINSS, AND STRUCTURE RELATED TO MECHANICAL REQUIREMENTS ARE SHOWN FOR BIDDIN & PURPOSSES ONLY. CONTRACTOR 5HALL OBTAIN WRITTEN SIGN -OFF FROM MECHANICAL AND OTHER TRADES FOR SPECIFIC REQUIREMENTS BEFORE PROCEEDING WITH SUCH WORK. ARCHITECTS OR EN61NE ER'S APPROVAL OF ERECTION AND SHOP DRAWINGS SHALL NOT RELIEVE CONTRACTOR FROM THIS RESPONSIBILITY. E. VERIFY THE EXACT 51ZE AND LOCATION OF ALL OPENINGS PRIOR TO FABRICATION OF STEE- FRAMING MEMBERS. F. SHOP DRAWNINGS. SUBMIT SHOP DRAWINGS TO ARCHHITECT INDICATING SHOP AND ERECTION DETAILS)NCLUDING CUT5, CONNECTIONS, HOLES, THIREADED FASTENERS AND WELDS. 6. WELDING PROCEDURES, WELDERS, WELDING OPERATIONS AND TALKERS SHALL BE QUALIFIED IN ACCORDANCE WITH APS-DI.I- 'STRUCTURAL WELDING CODE". 14. FABRICATOR SHALL BEA MEMBER OF AMERICAN INSTITUTE OF STEEL CONSTRUCTION J. FABRICATE STRUUCTURAL STEEL IN ACCORDANCE WITH AISC °SSPECIFICATIONS FOR DE516N, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR 19UILDINGS" AND 'CODE OF STANDARD PRACTICE". I. UVLSS OTHERWISE 5HOWN, FABRICATOR 5HALL DSIGN / DETAIL CONNECTIONS IN CONFORMANCE WITH AISG STANDARD FOR FORCES AND MOMENTS 5HOWN. 2. WHERE FASTENING SPAGIN65 OR 51255' ARE NOT SHOWN, CONTRACTOR 5HALL USE SPACINGS AND 51ZS OF BOLTS, SCREWS, WELDS, ETC., WHICH WILL DEVELOP THE FULL STREN6TH OF THE MEMBERS BEING FASTENED. THU5 FAILURE DUE TO OVER -STRESSING MUST OGC1R IN THE MEMBERS BEFORE OCCURRING IN TFE FASTENINGS. N i Design 11 Talcott Notch Road Farmington, CT 06032 T. 860 • 678 • 1946 F. 860. 678. 7111 nidesig� nidesi .net © 2013 06100 P400D BLOCKING AND CURBING PART 1- GDERAL A. PROVIDE AND INSTALL WOOD FURRING, BLOCKING, GROUNDS AND 1N -WALL BLOCKING FOR SUPPORT OF GRAB BARS, FIXIUR-5, EQUIPMENT, CASEWORIK, HARDWARE, TRIM AND SIMILAR WORK I. BLOCKING AND &ROUNDS AT STOREFRONT GLAZING , LOCATIONS AT WEATHER AREAS, AND IN CONTACT WITH CONCRETE SHALL BE PRSSURE TREATED. 2. U5E NON-COMBUSTIBLE FIRE RETARPANT TREATED (F.RT) WOOD ELSEJNFERE A5 REQUIRED BY STATE AND LOCAL CODE5, INCLUDING ANY WOOD STUDS, BLOCKING, FURRING, PLYWOOD, TRIM AND GROUNDS. NEW LUMBER TO BEAR 6RADE AND TREATMENT OF ASSOCIATION UNDER WHICH IT WA5 PRODUCED. a. PRES�2VATTVE TREATMENT FOR WOOD SPECIFIED ELSEWHERE. V PERFORMANCE REQUIREMENTS: a) MOISTURE CONTENT: AFTER TREATMENT, THE MAXIMUM MOISTURE CONTENT OF WOOD MATERIALS SHALL NOT EXCEED THE FOLLOWING: I) LUMBER 2 INCHE5 AND LESS IN TNIGKNESS: Iq PERCENT. 11) PLYWOOD: 15 PRCENT. b) FLA'EE SPREAD. FIRE RETARDANT TREATED MATERIALS TO HAVE FLAME SPREAD RATING OF 25 OR LESS IN A 30 MINUTE TEST WITH NO EVIDENCE OF SIGNIFICANT PROGRESSIVE COMBUSTION, A5TM E 84, ADDITIONALLY, PLANE FRONT NOT TO PR06RESSS MORE THAN 10 1/2 FEET BEYOND CENTER LINE OF BURNER AT ANY TIME. c) SMOKE DEVELOPED: INTERIOR FINISH AND TRIM MATERIALS, WHERE SPECIFIED, TO HAVE FIRE RETARDANT TREATMENT CONFORMING TO ,ABOVE REQUIREMENTS FOR "FLAME SPREAD' PLUS 5MOKE DEVELOPED RATING OF 25 OR LESS, ASTM E 84. b. CERTIFIGATS. FURNISH AFFIDAVIT IF RECiUIRED BY CODE OFFICIAL STATING THAT MAT3RIALS HAVE BEEN TREATED IN ACCORDANCE WITH SPECIFICATIONS AND THAT MOISTURE CONTENT, AFTER TREATMENT, DOES NOT EXCEED SPECIFIED LIMITS; INCLUDE CHEMICAL 05517 AND RETENTION OBTAINED FOR PRESSURE TREATED MATERIAL. INCLUDE THE "QUALITY MARK" OF ASSOCIATION HAVING JURISDICTION OVER THE TREATMENT. c) DELIVER TREATED MATERIALS BUNDLED AND MARKED TO IDENTIFY TREATMENT. d) STORE TREATED MATERIALS FOR EASY IDENTIFICATION AND PROTECT FROM MOISTURE; PROVIDE WELL VENTILATED DRY STORAGE. e) HANDLE TREATED MATERIALS IN ACCORDANCE WITH AWPA STANDARDS. IN ADDITION TO MATERIAL U5ED IN TREATMENT, FURNI5H ADDITIONAL MATERIAL FOR FIELD TREATMENT OF GUTS. f) FIELD CUT5 AND HOLES. FIELD -TREAT IN ACCORDANCE WITH AWPA M-4. PART 2 -PREPARATION / E CUTION A. 5ET MEMBERS LEVEL AND PLUMB, 114 CORRECT POSITION. B. COORDINATE PARAPET AND FLASHING NAILER INSTALLATION WITH INSTALLATION OF ROOFING. SEE SECTION OIOO5, E, 'ROOF CUTTIN6 AND PATCHING'. G. INSTALL TELEPHONE AND ELECTRICAL PANE BACK BOARD5 WTN PLYWOOD SHEATHING MATERIAL WHERE REQUIRED. 51ZE THE BACK BOARD BY 12 INCHE5 BEYOND SIZE OF ELECTRICAL EQUIPMENT. 06210 MILLWORK AND FINI5H CARPENTRY PART I - GENERAL A. 5EE DRAWNS5 AND RESPONSIBILITY SCHEDULE FOR DETAILS, 51ZE5, DIMEN510445. B. FOLLOW AKI (ARCHITECTURAL WOODWORK INSTITUTE) ARCHITECTURAL WOODWNORK QUALITY STANDARDS. PART 2 - PREPARATION / F�GUTION A. DO NOT DELIVER OR INSTALL ITEM5 UNTIL BUILDING AND ROOM5 RECEIVING 5UCI4 ARE AND THOROUGHLY DRY AND FREE OF EXCESSIVE MOI5TURE. 5. MILLWORK AND CABINETRY MAY BE SHOP OR FIELD ASSEMBLED AT CONTRACTORS OPTION. G. INSTALL ITEMS INA RIGID, STRAIGHT, P LIMB, LEVEL MANNER ACCURATELY FITTED AND 5GRIB517 TO ABUTTIN6 SURFACES. 17. COUNTERSINK NAILS AND 5GREIN FEAD5 AND PATCH AND 5AND SMOOTH. E. CUTTIN6 AND REPAIRING OF THIS WORK FOR ACCOMMODATION OF WORK BY OTHER5 5HALL BE DONE A5 FART OF MILLWORK RESPONSIBILITY. F. FINISH WOODWORK SHAJJ- BE DR ZCD AND SANDED, FREE FROM MACHINE AND TOOL MARKS, ABRASIONS, RAI5E7 GRAIN OR OTHER DEFECTS. 6. PROTECT FINISHED WORK UNTIL ACCEPTANCE BY TENANT. 06424 LAMINATES PART I - GENERAL A. IN5TALL HIGH PRESSURE LAMINATES AS SPECIFIED IN FINI5H SCHEDULE AND A5 DETAILED IN DRAW1N6S. PART 2 - PREPARATION / EXECUTION A FOLLOW MANUFACTURERS 6UIDELINE5 AND RECOMMENDATIONS FOR ADHESIVE AND SUBSTRATE PREPARATION. B. 5S MILLWORK SECTION FOR TYPICAL NOTES AND REFERENCES. CONSULTANTS Project Management * Design 12035 COLWICK SAN ANTONIO, TX 78216 : 08100 HOLLOW METAL DOOR5 AND FRAMES PART I - GENERAL A INSTALL ALL DOOR5, FRAMES, HARDWARE AND RELATED PARTS AND MATERIALS A5 INDICATED oN DRAWINGS AND RESPONSIBILITY SPED 1E. B. LABELED DOORS: WHERE REQUIRED, PROVIDE UL. LABEL DOOR5 AND FRAMES PER APPLICABLE STATE AND LOCAL BULDIN6 CODES. SUCH TO RECEIVE LABELS ATTACHED STATINS RATINGS. G. FABRICATE AND ERECT TRUE, PLUMB AND 5QUARE A5 SPECIFIED AND A5 DETAILED AND PER MANUFACTURERS RECOMMENDATIONS. D. INTERIOR HOLLOW METAL DOOR5 AND FRAMES FOR INSTALLATION AT DRYWALL AND METAL 5TUD PARTITIONS. I. DOOR5 - 1 3/4" THICK FLUSH MOUNTED "TYPE 5" A5 MANUFACTURED BY STEEL GRAFT. SURFACES TO BE PHOSPHATIZ5P AND RECEIVE ONE GOAT BAKED ON PRIMER READY TO RECEIVE PAINT. a. SEE DOOR SCHEDULE FOR REQUIRE? HARDWARE. b. PROVIDE 8 6A REINFORCEMENT AT HINSES, AND 14 6A. REINFORCEMENT AT LOCK AND CLOSERS. 2. FRAME5 - 2' FRONT FACE - 16 6A HOLLOW METAL WITH KNOCKDOWN FRAME5. SURPAGES TO BE PHOSPHATIZED AND RECEIVE ONE COAT BAKED ON PRIMER READY TO RECEIVE PAINT. a. PROVIDE 8 6A. REINFORCEMENT AT HINGES AND 14 GA REINFORCE•IENT AT LOCK AND CLOSERS. b. INSTALL ADJUSTABLE JAMB ANCHOR 4' D0WN FROM FEFAD AND WELDED -IN BASE ANCHOR AT EACH JAMB. PART 2 - PREPARATION /EXECUTION A INSTALL FRAMES IN ACCORDANCE WITH 5DI-100. B. COORDINATE WITN WALL CONSTRICTION FOR ANCHOR P AGEMENT. G. COORDINATE INSTALLATION OF FRAMES WITH INSTALLATION OF DOORS AND HARDWARE A5 SPECIFIED IN DOOR SCHEDULE AND ON DRAW14466. I. FOLLOW DOOR HARDWARE INSTITUTE OHI) SUIDE.INES. 08110 INSULATED STEEL DOOR5 PART I GENERAL A. NON -RATED THERMALLY INSULATED 5TE L DOOR5 AT EXTERI051 OP3IN65. I. DOORS THERMALLY INSULATED L -Ib WITH POLYSTYRENE GORE (fit=1.1). 5171-100 6RADE AS MANUFACTURED BY STEEEL CRAFT, CINCINNATI, OHIO, OR EQUAL. FRAME5 TO BE PHOSPHATIZED AND RECEIVE ONE GOAT BAKED ON FRIMER READY TO RECEIVE FAINT. a. 555 DOOR SGFEDULE FOR REQUIRED HARDWARE. b. PROVIDE 14 SA REINFORCEMENT AT CLOSER AND LOCKS AND 8 6A. REINFORCEMENT AT HINGES. 2. FRAME - 12 6A GOLD ROLLED STEEL., ARG I DED AT CORNERS AND 6ROUND SMOOTH A5 MANUFACTURED BY 5TEEL GRAFT OR MAL. FRAMES TO BE PHOSPHATIZED AND RECEIVE ONE GOAT BAKED ON PRIMER READY TO RECEIVE PAINT. a. PROVIDE 14 6A. REINFORGEMSI4T AT CLOSER AND LOCK5 AND 8 6A REINFORCEMENT AT HINGES. b. INSTALL MINIMUM THREE (B) JAMB ANCHORS AND BASE ANCHOR5 FAGH SIDE. PART 2 PREPARATION / EXECUTION A INSTALL FRAME5 IN ACCORDANCE W1TH 5DI-100. B. COORDINATE WITH MASONRY WALL CONSTRUCTION FOR ANCHOR PACEMENT. G. COORDINATE INSTALLATION OF FRAMES WITH INSTALLATION OF HARDWARE SPECIFIED IN DOOR SCHEDULE. I. FOLLOW DOOR HARDWARE INSTITUTE (DHI) GUIDE -INE5. 08800 6LAZIN6 PART I - GENERAL A. FURNISH AND INSTALL A COMPLETE SYSTEM OF 6LA55, 6LAZIN6 CHANNELS, SEALANT, SETTING BLOCKS AND ACCESSORIES A5 SHOWN AND DETAILED ON THE DRAWIN65 AND RESPONSIBILITY SGFEDULE. B. 5EE PLANS AND ELEVATIONS FOR 51ZE AND NUMBER OF PANE5. G. FOLLOW RECOMMENDATIONS FOR INSTALLATION CONTAINED IN THE F6MA (FLOAT 6LA56 MANUFACTURERS ASSOCIATION) GLAZING AND SEALANT MANUALS AS NELL.AS SIGMA (SEALED I 445ULATED 6LA55 MANUFAGT..AS5(70014110W FOR 11 5ULATED GLASS. D. IT I5 THE GLAZING CONTRACTORS 50LE RESPONSIBILITY TO VERIFY THAT 1141E 61A56 15 51ZL-D TO WITHSTAND DEAD EAAD5, POSITIVE AND NEGATIVE LIVE LOAD5, ACTIN& NORMAL_ TO PLANE OF 6LAS55 A5 CALCULATED IN ACCORDANCE WITH LOCAL. AND STATE CODS. E. MATERIAL FOR INTERIOR STOREFRONT 6LA55. CLEAR GLASS - ASTM 61048, FT -P LLY TEMP., QUALITY -c13 GLAZING SELECT. THICKFE5S TO BE 3/8' UNLESS NOTED OTHERWISE ON PIANS. EACH INDIVIDUAL PANE TO RECEIVE TEMPERED STAMP INDICATIN65UCH. F. MATERIAL FOR EXTERIOR STOREFRONT IN METAL 6LAZIN6 SYSTEM. I. INSULATED GLASS UNIT5 - LOW E TYPE 56-8 - ASTM ETT4 AND 5113 DOUBLE PANE WITH 6LA55 ELASTOMER EDGE SEAL; OUTER PANE OF GUAR GLASS, INNER PANE OF LOW 5 CLEAR ELAS ON CLEAR COLOR GLASS. 2. INSULATED 6LAZIN6 SHALL HAVE THE FOLLOKIN6 CHARACTERISTICS/PROPERTIES: a. A "U' -VALUE s 0.65 b. 5HADE COEFFICIENT/SOLAR HEAT GAIN COEFFICIENT (54166) s 06 3. THE U -PASTOR AND 5H50 FOR FAGH GLAZED FENESTRATION PRODUCT (DOOR, WINDOW 51DELIGHT) SHALL BE DETERMINED IN ACCORDANCE W114 141E NATIONAL FENESTRATION RATING COUNCIL, NERD 100-1 "PROCEDURE FOR DETERMINING FENESTRATION PRODUCT U -FACTORS', AND NERC 200-01 "PROCEDIURE FOR DETERMINING FENESTRATION FRODIUGT 501AR HEAT GAIN COEFFICIENTS AND VISIBJLE TRANS.SMITTANGE AT NORMAL INGIDENC.E'. 4.1HICKNE55 TO BE I" (INNER PANE I/4", OUTER PANE I/4') UNLSS NOTED OTHERWISE ON PLAN5. 5. PROVIDE TEMPERED (SAFETY) GLASSS UNITS WHERE INDICATED ON PLAN OR AS REQUIRED BY JURISDICTIONAL CODE5. 6. 6LAZIN6 SHOULD MEET THE MINIMUM REQIUIRt3•ENT5 FOR DEFECTION UNDER ASTM 51300 'STANDARD PRACTICE FOR DETERMINING LOAD RESISTANCE OF 6LA55 IN BUILDIN65'. PART 2 - PREPARATION / EXECUTION A VERIFY THAT OPENINGS FOR 6LAZINS ARE CORRECTLY SIZED AND WITHIN TOLERANCE. B. VERIFY THAT SURFAGS OF GLAZING CHANNELS OR REGL:OC:, ARE GLEAN, FREE OF OBSTRUCTION5 THATMAY IMPEDE 1015TURE MOVEMENT, WEEP5 ARE CLEAR, AND READY TO RECEIVE GLAZING. G. CUT GLASS PANE5 TO ACCURATE SIZES ALLOWING FOR EDGE 615451 NCES AND TOLERANCES. 17. INSTALL SEALANT*' RECOMMIENDED BY MANUFACTURER WHICH ARE COMPATIBLE WITH MATERIALS THHE1' WILL BE IN' CONTACT NTH. E. REMOVE 6LAZIN6 MATERIALS FROM FINI5H SURFACES. F. REMOVE LABELS AFTER WORK 15 COMPLETE. 6. GLEAN 6LA55 AND ADJACE41 SURFACES. 0g250 GYPSUM BOARD SYSTEMS PART I - GENERAL A. FURNISH AND INSTALL ALL 6YPSUM DRYWALL AND SYSTEMS COMPLETE WITH PARTITION FRAMIN6, CEILING SUSPENSION SYSTEMS AND R ELATED ACCESSORIES, PARTS, MATERIALS, ETC. A5 SHOWN ON CURARINES AND A5 5PEGIFIED. INSTALL ALL MATERIALS PER MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. B. 6YPSUM DRYWALL-. ALL GYPSUM BOARD TO BE 5/8° TYPE 'X" A5 NOTED ON NEW CONSTRUCTION FLAN. RST ROOMS TO RECEIVE 14015TURE RESISTANT 6YP5UM BOARD. G. FASTENERS: DRYWALL SCREWS OF PROPER 5IZE AND TYPE PER MANUFACTURERS RECOMMENDATIONS. 17. PROVIDE MATERIALS, JOINT COMPOUNDS, TRIM, EDGE5, BEAD5, ETC. FROM A SINGLE 50URCE SUPPLIER ALL TRIM SHALL CONSIST OF A TAPERED, GROOVED, AND PREPUNGHED FIN FOR 5GREW ATTACHMENT AND TO ACCEPT BONDING AGENT. ALL BUTT JOINTS ARE TO BE NEAT WITH TIGHT JOINTS. ALL OUT5IDE CORNERS ARE TO HAVE METAL SCREED, CASING BEADS OR CORNER BEADS A5 REQUIRED. ALL EXPOSED ED6E5, BEADS AND TRIM TO BE PRE -FINISH ALUMINUM. E. JOINT TREATMENT: U.S. GYPSUM OR 60LD BOND SYSTEM OF COMPOUNDS AND PERFORATED TAPE. I. ERECT 6WB INA 51146LE LAYER IN THE M05T ECONOMICAL DIRECTION WITH ENDS AND ED6E5 OCCURRING OVER FIRM BEARING. 2. MALL5, CEILINGS AND 50FFIT5, AND ALL TRANSITIONS IN SAME, SHALL BE 61VEN A 5MOOTH F111514. 3. CORNER BEADS SHALL BE APPLIED TO Al EXTERNAL. ANGLES IN 5TRICT ACCORDANCE WITH 1}E MANJFAGTURERS DIRECTIONS. INSTALL CA5149 BEA175 AT ALL EDGE5 OF DRYWALL WORK EXCEPT WHERE TERMINATION 15 COVERED BY OTHER FINISH. CASING BEAD5 SHALL 5E MITERED AT CORNlER5 AND INSTALLED NEATLY, FINISHED WITH COMPOUND. 4. JOINTS BETWEEN BOARDS SMALL 5E REINFORCED WITH TAPE EXCEPT WHERE CONTROL JOINTS ARE REQUIRED. TAPE FIELD JOINTS, INTERIOR CORNER JOINTS AND WALL TO GEILIN6 JOINTS. FILL JOINTS WITH JOINT FILLIN6 COMPOUND AND EMBED TAPE THEREIN. COVER TAPE WITH BEDDING COMPOUND AND TAPER TO FEATHER EDGES. FILL SCREW HEAD DEPRE5510NS WITH JOINT FILLING COMPOUND AND FEATHER THE EDGES. ALLOW TO DRY. 5. COVER TAPED AND FILLED JOINT5 AND FILLED SCREW HEAD DEPRESSIONS WITH TOPPIN6 COMIPOUND APPLIED IN THREE COATS. PERMITTING THE PREVIOUS COAT TO DRY PR10R TO INSTALLING THE 5UBSEQUENT COAT. 6.5A: ND JOINT AND SCREEN BEAD AREA5 LIGHTLY BETW5N GOATS AND AFTER THE FINAL COAT 50 THAT A SMOOTH LEVEL SURFACE 15 PRODUCED WITH THE PAPER SURFACE OF THE WALLBOARD FREE OF SCU TING. F. PATCH AND/OR REPAIR EXISTING DRYWALL TO REMAIN TO LIKE NEW CONDITION. LEVEL ANY UNEVEN OR ROUGH SPOT5 AND FINISH SMOOTH. BULGES AND VISUAL DEPRSSIONS ARE NOT ACCEPTABLE. 6. INSTALL GEMI£NTITI0u5 BACKER BOARD AT ALL AREAS TO RECEIVE TILE OR MARBLE, OR A5 5H0WIN ON DRAW1NGS. H. ACCS6 PANEL5. I. 6.G. SHALL PROVIDE AND INSTALL ACCESS PANELS A5 REQUIRED BY LANDLORD AND 517E CONDIT1�15 (COORDINATE SIZE REQUUIREMENTS, NUMBER OF PANELS REQUIRED AND LOCATIONS WITH LANDLORD AND ALL MECHANICAL TRADES). 2. PANELS TO BE FACTORY PRIMED (WH1T5) READY TO RECEIVE FINAL FINISH (PAINT) BY 6.G. Og410 PAINTING AND FINISHING PART I - GENERAL. A. 11-E INTENT 15 TO PROVIDE A SATISFACTORY FINISH TO ALL PART5 OF THIS PROJECT. FINI5H APPEARANCE MUST BE UNIFORM, 5MOOTH, AND FREE OF ANY RULSS, SA65, AND DEFECTIVE BRUSHING OR SPRAYING. COVER ALL SURFACES THOROUGHLY IF THE NUMBER OF GOATS RECOMMENDED BY MANUFACTURER 170E5 NOT ACCOMPLISH THE INTENT, THEN APPLY ADDITIONAL COATS UNTIL COVERAGE 15 SATISFACTORY. 5E FINISH SCHEDULE FOR PAINT COLORS, MANUFACTURER, ETC. B. USE ONLY THE PAINT AND RELATED MATERIALS SPECIFIED BY TFE MANUFACTURE 5EE FINI5H SGHE7ULE FOR SFEGIFIG COLORS. ALTERNATS ARE NOT PERMITTED. PART 2 - PREPARATION / FUTION A. GLEAN ALL 5URFACES TO BE PAINTED 50 THAT THEY ARE FREE OF LOOSE DIRT AND DUST BEFORE WORK 15 STARTED. WASH ALL METAL SURFACES WITH MINERAL SPIRITS BEFORE APPLYING FINISHES. WHERE RUST OR 5CALE 15 PRESENT, WIRE S JSH OR 5AND GLEAN BEFORE APPLYING FINI5H. B. PAINTED DRYWALL- TO RECEIVE ONE GOAT LATEX PRIMER AND TWO COAT5 LATEX OF SPECIFIED PAINT COLOR. TINT PRIMER TO APPROXIMATE SHADE OF THE FINAL GOAT. TOUGH LIP ALL SUCTION 5POT5 OR HIOT 5POTS AFTER APPLICATION OF FIRST GOAT AND BEFORE APPLYING SECOND GOAT, TO PRODUCE AND EVEN RESULT IN THE FINISH GOAT. DRY ALL COAT THOROUGHLY BEFORE APPLYING SUCCEEDING GOATS. FOLLOW MANJFA61WERS REC.OMMIIENDATIONS FOR RE -COAT TIM 5FAL ALL DRYWALL 5URFACES BEHIND MIRRORS. G. PUTTY ALL NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPLYING FINI5H. 17. SAND ALL WOOD SURFACES 51400TH AND EVEN BEFORE APPLYING FINISH. E. BEFORE STARTING FINISH WORK, REMOVE HARDWARE, ACCESSORIES, PLATES, LIGHTING FIXTURES AND 5114ILAR ITEMS, OR PROVIDE AMPLE PROTECTION FOR 5UGH 1TEMS. F. PAINT ALL EXPOSED PIPING, ACCESS DOOR5, VENTS, FIRE EXTINGUISHER GABINET5, EQUIPMENT MOUNTING BOARD5, ETC. TO MATCH ADJACENT WORK UNLESS OT ERWISE NOTED OR DIRECTED. 6. SAND ENAMELED FINISHES APPLIED TO WOOD C R METAL BETWEE44 COATS WITH FINE SANDPAPER TO PRODUCE EVEN 5MOOTH FINISH. H. MAKE FINI5H WORK UNIFORM, SMOOTH, FREE OF RUN5, 5A65 AND DEFECTIVE BRUSSHIN6 OR SPRAYING. MAKE ED6E5 ADJOINING OTHEiR MATERIAL5 OR COLORS SHARP AND GLEAN WITHOUT OVERLAPPING. I. 5EAL TOP5, BOTTOMS AND ED6ES OF ALL 170055. J. CONTRACTOR TO LEAVE ONE QUART EACH COLOR OF PAINT FOR FUTURE TOUGH -UP. K PRIOR TO CONTRACTOR LEAVING 517E AND AFTER ALL FIXTURES ARE INSTALLED AND STORE I5 GLEANED, GON1RACTOR TO WALK SITE AND TOUGH -UP PAINT DAMAGED DURING FINAL DAYS OF F RO.EGT. General Notes to Contractor DIVISION 10000 - SPECIALTIES 10520 FIRE PROTECTION PART I - GENERAL A TENANT TO PROVIDE MULTI-PURPOSSE CHEMICAL FIRE EXT INGUISF�5 CAPABLE OF EXTINGUISHING CLASS A, B, AND G FIRES, IN Q 4)41(1IE5 AND LOCATIONS REQUIRED BY LOCAL FIRE MARSHALL. (COORDINATE IN FIHA) MANUFACTURER: JL. INDUS RIES; COSMIC SERIES OR EQUAL. PART 2 - PREPARATION / EXECUTION A INSTALL MOUNTING BRACKETS AT HE16HT5 TO COMPLY WITH APPLICABLE REGULATION5 OF GOVERNING AUTHORITIES. B. SECURE MOUNTING BRACKET5 TO STRUCTURE, 5QUARE AND PLUMB, TO COMPLY WITH MANUFACTURERS INST'RUCTI ONS. 10670 STORAGE' LVING AND WORK COUNTERS PART I - GENERAL. A 6BNERAL GONTRAGTOR TO ASSEMBLE AND IN5TALL TENANT SUPPLIED, PRE -MANUFACTURED FREESTANDING WIDE 5PAN, OPEN 5TYLE WOOD / 571. SHELVING UNITS AND/OR SURFACE -MTD 5TANDARDS, P41TH BRACKETS AND SHELLVS. B. TENANT TO PROVIDE COMPLETE SYSTEM MTH BRACKETS, CLIP5, SHE LVS, REATED SCREWS AND ANCHOR5. PART 2 - PREPARATION / FGUTION A 66. TO 455ENBLE AND SECURE OWER SUPPLIED 5HE.V116 UNIT5 TO FLOOR AND WALL5 WI1N FASTENER5 A5 RECOMMENDED BY MANIUFACTURER IN LOCATIONS A5 SHOWN AND DETAILED IN PLANS. 5. 6.G. TO PROVIDE AND INSTALL REQUIRED BRACING. DIVISION 11000 - EQUIPMENT 11001 EQUIPMENT PART I - GENERA.. A. CONTRACTOR 5HALL COORDINATE ALL EQUIPMENT WORK AND PACEMENT WITH THE WORK OF ALL OTHER TRADES AND MAKE ADJUSTMENTS A5 REQUIRED TO ACCOMMODATE LOCATIONS OF EQUIPMENT. B. ALL EQUIPMENT WORK 5HALL COMPLY WITH ALL GOVERNING BUILDING GODES AND LOCAL CODE5. G. EQUIPMENT SSIHALL BE FURNISHED, UNLOADED, UNPACKED OR UNGRATED AND PLACED AGCORDIN6 TO THE CONSTRUCTION DOCUMENTS. PART 2 - PREPARATION / F�GUTION A 6BNERAL. CONTRACTORS INSTALLATION OF TENANT SUPPLIED EQUIPMENT 15 TO BE INCLUDED IN 6ENERA. 5117. B. GENERAL CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER IMMEDIAISY OF ANY DAMAGE TO THE EODI51145 T PRIOR TO INSTALLATION. G. GENERAL CONTRACTOR SHAT BE RSP0N5IB15 FOR FINAL HOOKUP OF ALL EQUIPMENT, INCLUDING ALL MECHANICAL, PLUMBING AND ELECTRICAL WORK D. ALL EQUIPMENT MANUALS, INSTRUCTION 600<15TS AND WARRANTY INFORMATION SHALL BE NEATLY BOUND AND TURNED OVER TO The CONSTRUCTION M4444 1 PRIOR TO THE TURNOVER. DIVISION 12000 - FURNISHINGS DIVISION 04000 - FINISHES 04120 CEILING SUSPENSION SYSTEMS PART I - 6BNERAL A. PROVIDE ACOUSTICAL PANEL CEILINGS WITH EXPOS D SUSPENSION GRID, A5 5HOWN ON THE DRAWINGS. B. SUSPENSION SYSTEM AND ACOUSTIC PANES 45115150 ON R1 CTED CEILING PLAN 5HEET AND RESPONSIBILITY SCHEDULE. G. R53� TO DRAWINGS FOR LOCATION OF SPECIFIED MATERIALS AND FINI5FE5. WHERE REQUIRED BY CODE5GEILIN& ASSEMBLIE5 ARE TO CONFORM WITH UNDERWIRITERS LABORATORIES DE516N FOR ONE HOUR FIRE RATED 45SSEM5LIE5. PART 2 - PREPARATION / EXECUTION A. AT TIME OF COMPLETION, DELIVER TWO PACKAGES OF ACOUSTICAAL PANELS TO TFe TENANT OP EACH TYPE OF MATERIAL U5ED, FOR FUTURE T USE. B. COMPLY NUM ASTM G 635 FOR INTERMEDIATE - DULY CLA55 SYSTEMI. 51ZE ATTACHMENT 1EV16S FOR FIVE (5) TIMS DESIGN LOAD. HAN6ER WIRE 5HALL BE GALVANIZED CARBON 5TEFLL, A5TM 4641, 50FT TEMPER, PRE -STRETCHED, 12 6A MINIMUM. G. COMPLY WITH MANUFACTURERS PRINTED INSTRUCTIONS AND WITH 60VERNING REGULATIONS, FIRE-RSISTANCE RATING REQUIREMENT AND WITH INDU51RY STANDARDS APPLICABLE TO THE WIORK. 17. INSTALL SUSPENSION 5Y5TEM TO COMPLY MTH ASTM G 636, KITH HANGERS SUPPORTED ONLY FROM BUILDINGS' TOP CHORD OF STRUCTURAL MEMBERS. LOCATE HANGER5 WITHIN 6" FROM EACH END AND SPACE 4'-0" ALONG EACH CARRYING CHANNEL OR DIRECT -FLUNG RUNNER. 5ECURE WIRE HAN5ER5 BY LOOPI16 AND WIRE TYIN6, EITHER DIRECTLY TO 5TRUCTURE5 OR TO INSERTS, EYE -SCREWS, OR OTHER DEVICES WHICH ARE SECURE AND APPROPRIATE FOR SUBSTRATE. E. INSTALL EDGE MOLDIN65 AT PER11-161 R OF ACOUSTICAL CEILING AREA AND AT LOCATIONS WHERE NECESSARY TO CONGEAL EDGES OF ACOUSTICAL UNITS. F. INSTALL ACOUSTICAL PANEL5 IN COORDINATION MTTH SUSPENSION SYSTEM, WITH ED6E5 GONC�ED BY SUPPORT OF SUSPENSION ,ME ERS, SCRIBE AND GUT PANELS TO ACCURATELY AT BORDER5 AND PENETRATIONS. 6. INSTALL H0117 -DOWN GLIP5 IF REQUIRED BY GODS 14. 6WB CEILINGS AND 50FFIT5 TO BE 6IVE3N A FLAT AND 51400TH FINISH TO ACCEPT PAINT FINISH. REFER TO SECTION 041250 "GYP9IJM BOARD SYSTEMS". I p ::..,III Ii.JII�Ih6 jlliil 4y�llu,;;�81' IIo:�:n 'Ilillii�::.ol�Jp II r'H:�:, li X: 41;J II ;111' °Ili iiJ' II 5.6.13 5.1.13 5.10.13 lc; a I:: °;;;Ilil.^.d...;!II°IIII,,,II'l"I(,;;;;II"'11,1 ISSUED TO CLIENT FOR FINAL REVIEW ISSUED TO LANDLORD FOR FINAL REVIEW ISSUED FOR BID PERMIT DIVISION 13000 - SPECIAL CONSTRUCTION FOR 1EGHA 1CAL, 8.ECTRICAL AND PI.LRMBING SPEGFlGATIONS, R FER 10 THE INDIVIDUAL NEP SSFES15. IIicY: 5 . 10 . 13 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 13 2013 City of Tukwila BUILDING DIVISION Notes and Specifications T....IIIA°C;;111y41!'4!'ll""I il:.,ii'11l�;, W j k II!Ii1,,11w110 a AS NOTED 1. ALL CONDITIONS DESCRIBED IN GENERAL NOTES SHALL BE INCLUDED IN BID. 2. THE BID, AND ALL WORK SHALL CONFORM TO TH3 REQUIREMENTS OF ALL LOCAL AND STATE BUILDING CODES, ORDINANCES 4 BUILDING INSPECTIONS. APPLICABLE REQUIREMENTS SHALL BE ENFORCED BY THE CONTRACTORS AT ALL 11135. 3. GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS 5HALL PROVIDE EVIDENCE OF WORKMAN'S COMPENSATION UPON SUBMITTING BID. UPON AWARD OF CONTRACT, CONTRACTOR SHALL 5HOW EVIDENCE THAT TH5 TENANT 15 NAMED A5 AN ADDITIONAL INSURED. 4. BY SUBMITTING A BID, CONTRACTOR A55ERT5 THAT 5/HE 15 FAMILIAR WITH THE 51TE, ALL EXISTING CONDITIONS, AND THE TENANT HANDBOOK (IF ANY). 5. JOB 517E 15 TO BE KEPT GLEAN DURING CONSTRUCTION. CONTRACTOR SHALL PERIODICALLY AND PROMPTLY REMOVE ALL DEBRI5 FROM SITE AT THEIR EXPENSE IN A LEGAL MANNER 6. CONTRACTOR SHALL VERIFY BUILDING DEPARTMENT PROCEDURE FOR OBTAINING, ALL PERMITS PRIOR TO SUBMITTING BID5. CONTRACTOR 5HALL PAY FOR ALL NECE55ARY PERMITS AND / OR FEES REQUIRED BY PUBLIC AUTHORITIES AND / OR UTILITY COMPANIES AND PAY ALL TEMPORARY POWER 00515. ANY TIE-IN OR INSPECTION FEE5 TO BE INCLUDED IN 5117. CONTRACTOR TO VERIFY IF WATER OR OTHER METERS ARE REQUIRED BY LANDLORD, OR UTILITY, AND ARE INCLUDED IN 511. 7. ALL WORK SHOWN ON THESE DRAWINGS 15 TO BE PERFORMED BY THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE. 8. CONTRACTOR SHALL USE ONLY EXPERIENCED CRAFTSMEN SKILLED IN THE DUTIE5 WHICH THEY ARE TO PERFORM ON THIS PROJECT. q. GENERAL CONTRACTOR SHALL COORDINATE CONSTRUCTION SCHEDULE WITH LANDLORDS SITE REPRESENTATIVE. 10. DURING CONSTRUCTION, CONTRACTOR 5HALL PROVIDE AND MAINTAIN FIRE EXTINGUISHERS A5 REQUIRED BY THE LOCAL FIRE DEPARTMENT FIELD INSPECTOR LOCATION OF EXISTINGIANENT FIRE EXTINGUISHERS A5 DIRECTED BY FIRE MARSHALL. II. WHERE NEW CONSTRUCTION 15 TO BE SU 515440 D FROM TH3 EXISTING STRUCTURE, CONTRACTOR 5HALL FIRST VERIFY THE EXISTING STRUCTURE HA5 T145 CAPACITY TO SUPPORT SUCH NEW ASSEMBLIES. REPORT INADEQUATE STRUCTURE TO ARCHITECT PRIOR TO INSTALLING SUSPENDED WORK. 12. ANY ROOF PENETRATIONS SHALL BE APPROVED IN WRITING BY THE LANDLORD. IN THE EVENT THE LANDLORD REQUIRES THE PENETRATIONS TO BE MADE BY THE LANDLORD'S CONTRACTOR, THE GENERAL CONTRACTOR 5HALL BEAR 5UCH EXPENSE UNLE55 OTHERWISE AGREED TO IN WRITING. 13. GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN MODERN COMMUNICATION CAPABILITIES VIA ON 5ITE LAPTOP5 AND DIGITAL CAMERAS AT THE JOB 5ITE THROUGHOUT CONSTRUCTION PERIOD. TELEPHONE SHALL BE ORDERED WHEN CONTRACT 15 516NED. PROVIDE WITH GALL WAITING AND FACSIMILE CAPABILITIES. 14. GENERAL CONTRACTOR 5HALL PROVIDE PEDESTRIAN PROTECTION BARRICADES AND/OR CANOPIES AS REQUIRED BY THE LOCAL AUTHORITIE5 OR A5 NECESSARY FOR PEDESTRIAN SAFETY. 15. ALL 5PRINKLER WORK MODIFICATIONS SHALL BE COORDINATED P41TH ALL OTHER TRADES ON 5ITE. CONTRACTOR 15 RESPONSIBLE FOR ALL SPRINKLER WORK, ENGINEERING AND HYDRAULIC CALCULATIONS FOR ALL UPGRADES AND MODIFICATIONS, INCLUDING ALL RISERS AND HEADS. ALL SPRINKLER WORK 5HALL ACCOMMODATE TENANT IMPROVEMENTS PER APPROVED CONSTRUCTION DRAIN11465 AND SPECIFICATIONS. 16. GENERAL CONTRACTOR SHALL COORDINATE THE RETURN OF ALL SURPLUS OF PROVIDED MATERIALS, PER TENANT REP. INSTRUCTIONS. 17. ABSOLUTELY 140 ASBESTOS OR ASBESTOS CONTAINING MATERIALS (AGM) 5HALL BE USED IN THE CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL NOTIFY ARCHITECT OF MATERIALS SUSPECTED TO BE A.G.M. 18. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO RECEIVE AND INVENTORY ALL SUPPLIED CONSTRUCTION ITEM5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROVISION AND PROTECTION OF ALL MATERIALS AND FIXTURES ON THE JOB SITE. CONTRACTOR SHALL ACCOUNT FOR ALL MATERIALS SHIPPED TO JOB SITE. IF ANY MATERIAL5 ARRIVE ON JOB 517E DAMAGED CONTRACTOR SHALL NOTE ON BILL OF LADING AND NOTIFY CARRIER OFFICE THAT THEY NEED TO INSPECT DAMAGE. FAILURE TO DO 50 SHALL HOLD GENERAL CONTRACTOR RESPONSIBLE. Iq. GENERAL CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE AMERICANS WITH D15ABILITIE5 AGT 4 ANY LOCAL ACCESSIBILITY CODE5. WHEN IN CONFLICT, THH3 MORE STRINGENT OF TH5 TW0 STANDARDS SHALL GOVERN. ALL ITEM5 TO BE INCLUDED IN BID PRICE. 20. INSTALL ALL WORK WITH APPROVED FASTENER5, A5 REQUIRED TO HOLD 1ORK SECURE, LEVEL, PLUMB AND TRUE TO LINE. FASTENERS TO BE 5ET BELOW TH5 FINISHED SURFACES, FILL HOLES WITH WOOD PUTTY OR OTHER APPROVED MATERIAL, SAND FLU5H WITH THE SURFACE 50 A5 TO BE UNDETECTABLE IN THE FINISH. BLIND NAIL WHENEVER POSSIBLE. ROUND ALL EXPOSED EDGES OF ASSEMBLIES TO 1/8" RADIUS. 21. WOOD PRODUCTS AND FINK:1 IES 5HALL MEET FLAME 5PREAD AND SMOKE GENERATION REGULATIONS. 22. ALL CONDITIONS AND DIMENSION5 ARE TO BE VERIFIED IN THE FIELD. 23. ALL NOTES, DIMENSIONS AND FINISHE5 ARE SUBJECT TO APPROVAL OF TENANT REPRESENTATIVE. 24. TI LC.:.L DRAWINGS ARE NOT TO BE ALTERED 114 ANYWAY WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT. 25. GENERAL CONTRACTOR 15 REQUIRED TO VISIT THE SITE PRIOR TO CONSTRUCTION AND NOTIFY THE ARCHITECT AND OWNER IMMEDIATELY OF ANY CONDITIONS WHICH MAY CONFLICT WITH THE PROP05ED DE5IGN. 26. IT 15 TH3 GENERAL CONTRACTORS RESPONSIBILITY TO FIND OUT IF THE PROJECT 15 UNION OR NON-UN10N. THE BID SUBMITTED WILL BE FINAL AND WILL NOT BE ADJUSTED. 27. CONTRACTOR SHALL PROVIDE ALL FLOOR LEVELING, PATCHING, AND REMEDIAL REPAIRS A5 REASONABLY REQUIRED BY THE 5GOPE OF WORK. "REPAIRS' INCLUDE, BUT ARE NOT LIMITED TO, WORK REQUIRED TO PROVIDE A 5MOOTH AND EVEN TRANSITION BETWEEN NEW AND EXISTING 5PACE5, AND TO PREPARE EXISTING SURFACES FOR NEW FINI.IIE.:.. 28. PROVIDE AND / OR MAINTAIN FIRE RATED ASSEMBLIES WHERE SHOWN, OR REQUIRED. 2q. GENERAL CONTRACTOR SHALL VERIFY WITH LANDLORD REQUIREMENTS TO TIE INTO MALL/BUILDING FIRE ALARM SYSTEM (5MOKE EVACUATION SYSTEM IF REGUUIRED) AND DETERMINE WHO 15 TO FURNISH ALL REQUIRED EQUIPMENT. ALL CONTRACTOR C05T5 ARE TO BE COVERED IN BID. 30. GENERAL CONTRACTOR 15 RESPONSIBLE TO PROVIDE AND INSTALL ANY AND ALL ACCESS PANELS AS REQUIRED. 31. PROVIDE ALL NECESSARY 5HIM5 AND FILLERS. CONGEAL ALL FASTENERS UNLESS OTHERWISE NOTED. 32. ALL EXISTING STRUCTURAL AND BUILDING FIRE PROTECTION SHALL BE PROTECTED. ALL STRUCTURAL ITEM5 NOT 5140WN ARE TO REMAIN. 33. ALL EXISTING MALL/BUILDING UTILITIES SHALL BE PROTECTED. REPAIR AND/OR REPLACEMENT OF ALL ACTIVE UTILITIES DAMAGED DURING DEMOLITION, OR CONSTRUCTION WILL BE AT THE GENERAL CONTRACTORS EXPENSE. SURVEY THE PROJECT PRIOR TO DEMOLITION. REPORT EXISTING DAMAGE TO TENANT AND LANDLORD PRIOR TO STARTING THE 1ORK. 34. GENERAL CONTRACTOR TO VERIFY 41 COORDINATE EXTENT OF SLAB GUT AND TRENCHING FOR NE1 PLUMBING AND ELECTRICAL WITH NEW PROJECT REQUIREMENTS. SA1 CUT AND/OR CORE AND REMOVE CONCRETE SLAB AS REQUIRED FOR INSTALLATION OF ELECTRIC AND PLUMBING. COMPACT SUB -GRADE AND FILL FL.U514 TO EXISTING SURFACE. PROVIDE SMOOTH, LEVEL, 5TEEL TROWELED SURFACE TO RECEIVE NEW FINISHES - COORDINATE WITH LANDLORD FOR SLAB CORING / ACCESS TO TENANT SPACE BELOW. 35. GENERAL G014TRAGT05 SHALL FIELD LOCATE ALL EXISTING UTILITIES WITHIN 8" OF NEW CEILING ELEVATION, AND COORDINATE ALL REQUIRED MODIFICATIONS TO THE EXISTING OR NEW MECHANICAL OR ELECTRICAL SYSTEM TO AVOID CONFLICT WITS TH5 NEW TENANT REQUIREMENTS. 36. INSTALL FIRE RATED BLOCKING/PLYWOOD IN AREA5 REQUIRING SHELVING, HANG ROD5 AND MULTIPLE CLOTH1N6 HOOK5. ALL PLYN00D/WO0D BLOCKING TO BE FIRE RESISTANT TREATED WOOD. 37. GENERAL CONTRACTOR TO REMOVE / DISPOSE OF ALL BOXES / CRATES / TRASH OF TENANT SUPPLIED AND INSTALLED ITEMS, INCLUDING 115PLAY FIXTURES / HARDWARE. 38. PROVIDE WEEKLY DIGITAL PHOT05 - OF INTERIOR, EXTERIOR AND ROOF. 3q. WITHIN THREE DAYS OF CONSTRUCTION START -PROVIDE THE FOLLOWING TO STORE PROJECT COORDINATOR DAVE GONWAY, A REQUEST FOR DATES ON 5ITE OF YANKEE CANDLE SUPPLIED ITEM5. '" LIGHT FIXTURES, FLOORING! WOOD FIXTURES (14 DAYS PRIOR TO FINAL INSPECTION) 40. WITHIN 5 DAYS PROVIDE NAME5 AND PR0NE NUMBERS OF UTILITY COMPANIES AND METER NUMBERS FOR GAS AND ELECTRIC TO STORE PROJECT MANAGER. 41. THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR ALL COORDINATION BETW'EN SUB -CONTRACTORS, SUPPLIERS, AND VENDORS BASED ON THE ENTIRE 551 OF THE5E DOCUMENTS. NO ADDITIONAL COMPENSATION WILL BE DUE TO A CONTRACTOR FOR ANY 155UE5 A5 A RESULT OF ANY U5E OF AN INCOMPLETE SET OF CONSTRUCTION DOCUMENTS. IN CASE OF INCONSISTENCIES, OR DISCREPANCIES, BETWEEN CONTRACT DOCUMENTS, DRAIN11465, SPECIFICATIONS, CONTRACTS, ETC., THE MOST STRINGENT NOTE OR CONDITION SHALL APPLY. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY, 114 WRITING, OF SUCH DISCREPANCIES. 42. THE GENERAL CONTRACTOR I5 RESPONSIBLE FOR MAINTAINING A CURRENT SET OF CONSTRUCTION DRAWINGS ON SITE DURING CONSTRUCTION. THE CONTRACTOR SHALL INDICATE ON T1 ILC DRAW1NGS ALL APPROVED CHANGES TO THE WORK. THIS 5ET OF DRAWINGS SHALL BE TURNED OVER TO THE OWNER/GLIENT WHEN THE PROJECT IS COMPLETE. 43. IF ANY ERROR5, DISCREPANCIES OR OMISSIONS APPEAR ON 11IE:.0 DRAWINGS, SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY TH5 ARCHITECT IMMEDIATELY IN WRITING. 44. TI0 E CONSTRUCTION DOCUMENTS ARE NOT TO BE SCALED. 5HOULD IT BE DETERMINED A DIMEN51044 15 NOT SPECIFICALLY PROVIDED, CONTACT THE ARCHITECT. 45. THE GENERAL CONTRACTOR SHALL ATTACH ALL SUPPORT WIRES, THREADED ROD5, BRACING, ETC. TO TOP 0HORD OF MALL STRUCTURAL FRAMING. BOTTOM CHORD ATTACHMENT 15 PROHIBITED. 46. DO NOT SCALE THE DRAWIN65. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. 47. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK. IFA 51TE VERIFICATION 5HEET 15 INCLUDED 11TH THIS 5ET, DOCUMENT FIELD VERIFIED DIMENSIONS ON THE 511E VERIFICATION SHEET AND IMMEDIATELY NOTIFY YANKEE CANDLE G.M. AND NI DE51GN OF ANY SIGNIFICANT DISCREPANCIES. 48. THE CONTRACT DOGUMENT5 ARE COMPLEMENTARY, AND 1HAT 15 REQUIRED BY ONE SHALL BE AS BINDIN6 AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK A5 DESCRIBED IN THE CONTRACT DOCUMENTS. NOTIFY THE CONSTRUCTION MANAGER FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 4q. DOOR5 AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS, SHALL BE LOCATED 5O THAT THEE EDGE OF THE FINISH OPENING 15 51X INCHES FROM THE FACE OF 1145 NEARBY WALL UNLESS OTHERWISE INDICATED. ALL OTHER DOOR5 AND CASED OPENIN66 SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS. 50. ALL CONTRACTORS AND SUBCONTRACTORS ARE REQUIRED TO VI51T 51TE PRIOR TO SUBMITTING BIDS. 51. GENERAL CONTRACTOR RESPONSIBLE FOR PROVIDING GENERAL SPECIFICATIONS AND INFORMATION TO ALL SUBCONTRACTORS. 52. G.G. TO PROVIDE BLOCKING FOR ALL LNALL MOUNTED FIXTURES AND ACCESSORIES. COORDINATE LOCATIONS WITH PLANS AND FIXTURE / ACCESSORY MANUFACTURER. 53. THIS I5 AN INTERIOR TENANT UP -FIT OF AN EXISTING 1645E 5PACE. TH5 SHELL BUILDING AND 517E FACILITIES ARE EXISTING. 54. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE APPLICANT SHALL HAVE EVIDENCE OF CURRENT WORKERS COMPENSATION INSURANCE COVERAGE ON FILE 11TH THE DEPARTMENT OF LABOR IN COMPLIANCE WITH THE LOCAL LABOR CODE. 55. ANY ITEM 5HOWN ON DRAWINGS AS NEW CONSTRUCTION, BUT NOT SPECIFICALLY ADDRESSED IN RESPONSIBILITY SCHEDULE SHALL BE A55UMED TO BE GENERAL CONTRACTOR FURNISHED AND INSTALLED. 56. IF 5COPE OF RESPONSIBILITY ON SCHEDULE 15 IN CONFLICT WITH DRAWINGS OR SPECIFICATIONS, 65NERAL CONTRACTOR MUST NOTIFY ARCHITECT AND CONSTRUCTION MANAGER IMMEDIATELY. 57. AFTER OBTAINING BUILDING PERMIT AND BEFORE COMMENCING WITH THE WORK, THE GENERAL CONTRACTOR SHALL PROVIDE EVIDENCE OF ALL INSURANCE REQUIREMENTS TO THE LANDLORD AND THE YANKEE CANDLE CONSTRUCTION MANAGER 58. TH6 CONTRACTOR SHALL BE RESPONSIBLE FOR AND OBTAIN ALL PERMITS AND LICENSES AND PAY REQUIRED FEES. (ORIGINAL SUBMITTAL BY EXPEDITOR) 5q. CONTRACTOR SHALL BE FAMILIAR WITH ALL LANDLORD REQUIREMENTS (SHOPPING CENTER CRITERIA), AND SHALL BE RESPONSIBLE FOR COMPLIANCE WITH SAME. CONTRACTOR SHALL INVESTIGATE LOCAL GODE5 AND PROCEDURES AND 5HALL COMPLY WITH ALL REQUIREMENTS. 60. CONTRACTOR SHALL MEET WITH LANDLORD'S TENANT COORDINATOR MANAGER OR YANKEE CANDLE CONSTRUCTION MANAGER AS REQUIRED BEFORE CONSTRUCTION COMMENCES. 61. A COPY OF LANDLORD'S FINAL APPROVED PLAN5 MU5T BE ON 51TE DURING CONSTRUCTION. 62. INSPECT 51TE, VERIFY FIELD DIMENSIONS BEFORE COMMENCING CONSTRUCTION. NOTIFY YANKEE CANDLE PROJECT MANAGER IMMEDIATELY IF THERE ARE ANY SIGNIFICANT DISCREPANCIES AND DOCUMENT THIEM ON THE 51TE VERIFICATION 5HEET. 63. DIMENSIONS SHOWN ON PLANS ARE TO FACE OF EXTERIOR MASONRY, CENTERLINE OF COLUMN OR GRID LINES AND/OR TO THE FACE OF GYP. BD. UNLESS OTHERWISE NOTED OR DETAILED. ALL ELEVATIONS ARE NOTED FROM FINISHED FLOOR ELEVATIONS. 64. FOR SIZE AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL DUCT WORK, REFER TO MEGHANIGAL DRAWIN65. (A5 APPLICABLE) 65. CONTRACTOR 5HALL, IN THE WORK OF ALL TRADES, PERFORM ANY AND ALL GUTTING, PATCHING, REPAIRING, RESTORING AND THE LIKE NECESSARY TO COMPLETE THE WORK AND TO RESTORE ANY DAMAGED OR AFFECTED SURFACES RESULTING FROM THE WORK OF THIS CONTRACT TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF YANKEE CANDLE P.M.. 66. THE G.G. SHALL COORDINATE WORK OF VARIOUS TRADES IN INSTALLATION OF INTERRELATED WORK. BEFORE INSTALLATION OR WORK BY ANY TRADE BEGINS, MAKE PROPER PROVISIONS TO AVOID INTERFERENCES. CHANGES REQUIRED IN WORK CAUSED BY NEGLECT TO DO SO SHALL BE MADE AT NO C05T TO YANKEE CANDLE. THIS SHALL INCLUDE WORK PERFORMED BY ANY YANKEE CANDLE SUB -CONTRACTOR AS WELL A5 TH05E UNDER CONTRACT TO THE G.G. 67. NO SUBSTITUTIONS ARE PERMITTED WITHOUT WRITTEN APPROVAL FROM YANKEE CANDLE G.M. 68. IF ANY ERROR OR OMISSION APPEARS IN CONTRACT DOCUMENTS, CONTRACTOR 5HALL NOTIFY YANKEE CANDLE G.M. IN WRITING OF SUCH ERROR OR OMISSION. 6q. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMELY ARRIVAL OF ALL G.G. PROVIDED AND SPECIFIED FINISH MATERIALS, EQUIPMENT AND ANY OTHER 5UCH MATERIAL(5) TO BE UTILIZED ON THI5 PROJECT. THE GENERAL CONTRACTOR SHALL NOTIFY YANKEE CANDLE G.M. IN WRITIN6 WITHIN 10 DAYS OF DATE OF CONTRACT OF TH05E SPECIFIED ITEMS THAT MAY NOT BE READILY AVAILABLE. IF NOTIFICATION 15 NOT RECEIVED BY YANKEE CANDLE G.M., THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR THE PROPER ORDERING AND FOLLO1 UP OF SPECIFIED ITEMS AND WILL PURSUE WHATEVER MEANS NECESSARY AT NO ADDITIONAL DOST TO YANKEE CANDLE, TO ASSURE AVAILABILITY OF ALL SPECIFIED ITEM5 50 A5 NOT TO CREATE A HARDSHIP ON YANKEE CANDLE AND NOT DELAY PR0651E55 OF THE WORK. NO EXTENSION OF TIME TO THE CONTRACT WILL BE ALLOWED. 70. MECHANICAL CONTRACTOR SHALL VERIFY EXACT DIMENSIONS WITH EQUIPMENT MANUFACTURERS. 71. MECHANICAL CONTRACTOR SHALL VERIFY ALL 51ZE5 AND LOCATIONS OF DUCT OPENINGS BEFORE INSTALLATION AND VERIFY DISCREPANCIES WITH YANKEE CANDLE G.M. IF ANY. 12. CAULKING AND SEALANTS: ALL OPEN JOINTS, PENETRATIONS AND OTHER OPENINGS IN THE BUILDING ENVELOPE 5HALL BE SEALED, CAULKED, GASKETED, OR WEATHER-STRIPPED TO LIMIT AIR LEAKAGE AND MEET CODE REQUIREMENTS. 13. U5E FIRE RATED (IF REQUIRED BY CODE) SEALANT AROUND ALL PIPES, DUCTS, CONDUITS, OUTLETS, SWITCHES, ETC. ON BOTH 510E5 OF GROSSING/ PENETRATING WALLS WITH THERMAL INSULATION. 74. EACH CONTRACTOR SHALL LEAVE THE SITE INA NEAT, CLEAN AND ORDERLY CONDITION UPON THE CONCLUSION OF HI5 WORK ON A DAILY BA515. ALL 14STE, RUBBISH AND EXCES6 MATERIALS SHALL BE REMOVED FROM THE 5ITE PROMPTLY 114 AN APPROPRIATE MANNER. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISP05AL OF ALL RECYCLING AND TRASH, INCLUDING YANKEE CANDLE FURNISHED ITEMS AND TRASH GENERATED BY YANKEE CANDLE CONTRACTORS FOR THE DURATION OF THE PROJECT. 15. SAFETY: ALL CONDUCT, WORK, EQUIPMENT AND MATERIALS SHALL BE IN FULL ACCORDANCE 11TH THE LATEST SAFETY RULES AND REGULATIONS OF ALL AUTHORITIES AND AGENCIES HAVING JURISDICTION. 76. CONSULT UTILITY PLAN5 AND STRUCTURAL DRAWINGS BEFORE SAW GUTTING CONCRETE 5LAB OR GORE DRILLING CONCRETE SLAB. 77. 516N CONTRACTOR TO OBTAIN 516N PERMITS FROM LOCAL BUILDING DEPARTMENT A5 APPLICABLE. 78. ANY MATERIALS FOUND TO BE DEFECTIVE 5HALL BE REMOVED AND REPLACED AT NO ADDITIONAL COST TO YANKEE CANDLE. 7q. WORK GOMPLC 1 t ' BY OTHER5 SHALL BE PROTECTED. IF OTHER TRADES CAUSE ANY DAMAGE IT 15 THE RESPONSIBILITY OF 5AID TRADE TO COORDINATE REPAIRS 11TH NO ADDITIONAL COST OR SCHEDULE CHANGE5 TO YANKEE CANDLE. 80. ALL FLOORING ALONG A MEANS OF EGRESS PATH OF TRAVEL SHALL BE SLIP RESISTANT IN ACCORDANCE 11TH LOCAL CODE REQUIREMENT5. 81. IT 15 THE SUPERINTENDENTS RESPONSIBILITY TO RECEIVE ALL OWNER FURNISHED ITEM5 AND NOTIFY OWNER WITHIN 48 HOURS OF RECEIPT. 82. TH5 SUPERINTENDENTS POLICIES AND PROCEDURES HANDBOOK AND THE PERIMETER HUTCH INSTALLATION GUIDELINES SHALL BE INCLUDED A5 PART OF THE CONTRACT DOCUMENTS 83. THA= CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING AND SUPERVISING ALL SAFETY P5106RAM5 IN 0ONNEGTION WITH THE WORK ON THI5 PROJECT. THE CONTRACTOR SHALL ERECT AND MAINTAIN AS REQUIRED BY EXISTING CONDITIONS AND PROGRESS OF THE WORK, ALL REASONABLE SAFE GUARDS FOR SAFETY AND PROTECTION AND SHALL COMPLY WITH ALL APPLICABLE LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL. ORDER5 OF ANY PUBLIC AUTHORITY BEARING ON THE SAFETY OF PERSONS OR PROPERTY OR THEIR PROTECTION FROM DAMAGE, INJURY OR LOSS. D �3 P{ JECT � �d #644 Westfield South Center Seattle, WA i!CII,,,;IuIC,,111c„I,IucI' ;LIMBI'`„204 1 SIL" ',�,� 1,602 j�I,° �I', IhI''I, 13064 `n811''u' RECEIVED CITY OF TUKWILA MAY302013 P ' MIT CENTER " 9369 Oa YG13064A0BDIA6 05/044/13 12:01 User: BILL U IV -0° - LEASE DIMENSION REFER TO GEN. NOTE *3 911-6" - L.EASE DIMENSION 11'-0" 24'-0" 24'-O" 24'-0" ADJACENT TENANT //. rrAv /57 /ffrAcc" /51ff' iZZZ" /15" /offff"Z" /557;77 Afffyll""ZOMY' /55105" .4r -j" /ff-Z-ff" ZAlf, AM", /5555:7AgeZZZ. r rzff-ff" Z AZ' iff"Alf" Zig:7Z /ffff' #7. AZ' /Miff" ZZAZ" fr ZAZZ' AMI m'y EXIT CORRIDOR I0'-2 1/2" 12" 23'-0" CN 12" 23'-0" CN 12" cir-2 1/2" 231-0" 5'-7 1/2" 2'-4 1/2" cia-111/2" / /7A5007/0/7/00/70000/F~/7A/A/~/7/00XA Dimension Verification Plan Ar/ „dr Ar A.' / -ADJACENT TENANT 4/./ rall" w #w SCALE: 1/4" = l'-0" 0 I' 2' 4' SI General Notes I. GENERAL CONTRACTOR'S SUPERINTENDANT 15 TO CONFIRM ALL INSIDE FINISHED WALL TO FINISHED WALL DIMENSIONS. A BOX 15 PROVIDED FOR SUPER'S CONFIRMATION DIMENSION 2. ALL DIMENSIONS A5 INDICATED ARE TO BE CONFIRMED, THE DRAWING SCANNED AND EMAILED OR RE -TURNED OVERNIGHT TO YGG CONSTRUCTION PROJECT MANAGER WITHIN THREE DAYS OF CONSTRUCTION START. APPLICABLE E-MAIL ADDRESS 15 AS FOLLOWS: CONSTRUCTION@YANKEECANDLE.COM 3. GENERAL CONTRACTOR TO VERIFY FULL THICKNESS OF REAR WALL new INTERIORS LTD Ni Design 11 Talcott Notch Road Farmington, CT 06032 T. 860 • 678 • 1946 F. 860 • 678 • 7111 nidesign@nidesign.net 0 2013 CONSULTANTS 12035 COLWICK Project Management* Design SAN ANTONIO, TX 78216 ',11".,1101,',11:11'11,11"1111",, 1112111,111::::-11R1Cr; 1111-111:;;;;;11i111111:11011;: 5 . .13 5 .1 .13 5 .10 .13 0 LOGY:: ISSUED TO GLIENT FOR FINAL REVIEW ISSUED TO LANDLORD FOR FINAL REVIEW ISSUED FOR BID .$ PERMIT Dimension Verification Plan 5 . 10 . 13 w j k AS .NOTED REVIEWED FOR CODE COMPLIANCE APPROVED 'JUN 1 3 2013 City of Tukwila BUILDING DIVISION t PROJECT: #644 ii11.1111'.': #204 Westfield South Center Seattle, WA 1,647 13064 111111,,,, RECEIVED CITY OF TUKWILA 011 10' 9869 ------- MAY 3 0 2013 PERMIT CENTER REGIS. ARCH] ECT JIMMY L. POVV STATE OF WASHII GTON -\\ YGI30b4D1A6 05/09/13 12:02 User: BILL U 18'-01 - LEASE DIMENSION REMOVE EXISTING LIGHT FIXTURES (TYP) REMOVE EXISTING METAL AND WOOD SHELVING UNITS (TYP) REMOVE EXISTING HVAG (TYP) EXIT CORRIDOR (TYP.) 911-6," - LEASE DIMENSION 11'-0" 24'-O" 24'-0" 24'-O" 8'-6" i ppmelvp ADJACENT TENANT 2'x4' LAY -IN GLG. AT II' -6" A.F.F. (TYP) LINE OF EXISTING 2X4 GLG. GRID TO BE REMOVED (TYP) Ji EXG. ELECTRICAL PANELS TO REMAIN (TYP) Pr 0 I1 11 H —I H L_ // `/ilii it / /i%//. — t - I� I rI -1---I 11 1 1 \I I- I I I 1 (TYP. AT 11 ,. 1 DEMISING 1 1 / � j 1 1 11 1 WALLS) 11 // — II \m //- II /j \\\ II // (T'T' ' / L_ _ __Ni :.:fir—/C / / REMOVE ,r 1 1 1 1 1 1 1 1 1 (TYP) I ( ---- 4 /ilii ///iii// /����///ilii D TYPICAL AT EXISTING DEMISING WALLS THROUGHOUT SALES WALLS /ilii///ilii ///ilii/` ilii'///ilii 7 4/ 4/ .F iii.`.� 1- 11 11 �-I I- I I II 11 O /ili//// // //////////I/ // 12'-4I/2't 31-0'I+ �,,,, A ///ilii/ U....__ — 11 -LI 1 J I \ \\ 1 ll (TYP.) (, III 1 Ill 19 IMO GYP. BD. CEILING AT 8'-3" A.F.F. REMOVE EXG. EXIT SIGN T-1.::"II I II ML_L= _ _ 11 , -1 I r� 11 1- \\% IL rp- JL REMOVE GYP. 512. SOFFIT AT a' -O" A.F.F. 19 (TYP.) REMOVE GYP. BD. HEADER AT 8'-0" A.F.F. (TYP.) JL REMOVE GYP. BD. "FILING AT 10'-O" A.F.F. REMOVE EXG. DIFFUSERS AND GRILLES (TYP) REMOVE GYP. BD. HEADER AT 8'-O" A.F.F. (TYP) REMOVE T --r— (\ — — REMOVE EXG. \ — SALES DESK FIXTURE (TYP) — r rff 11 II J GYP. BD. SOFFIT ( AT I'-0" A.F.F. X19 (TYP) _ 11 11 11 L JL REMOVE EXG. EXIT SIGN LI 47.-111 D 0 11 JL REMOVE EXG. ROLL -UP GRILL +I O (TYP. OF ENTIRE STOREFRONT) .ilii// /./// /lii /ilii// /ilii / /ilii// /iii// //ilii /ilii// /lii .� //lii/ / /ilii///ilii /ilii///ili / //ilii/ /ilii// /ilii .i/ilii///ilii ///ilii/ /ilii // /ilii � /iii///iii/i///ilii/ /ilii / //ilii / /ilii// /ii/i ///ilii/ /iii ///ilii � //ilii:7f15'11 i / ��iiii ffrZIiAVZZiiii�ii���iiiiiii��iiii��i�iiii���iiii�iiii�iiiiffffIr ii��� ZZ.i ff.��iiiii�iii�iiii���iiii"MI5'ii�iii�iiii���iiiiiii«iiii���iiiii���iiii�iii�iiii���iiiiiii��iiiffc.ZZiii���iiii�iii�"ZA" iiiAff'" ��i�iiiAMY; ZAf �iiii310Z1ii�.:0V iiif/ Demolition Plan ALL FIXTURES, CEILING, FLOORING, AND PARTITIONS TO BE REMOVED ADJACENT TENANT LINE OF EXISTING MALL BULKHEAD ABOVE (TYP) SCALE: 1/4" = 1'-0" new INTERIORS LTD 0 I' 2' 4' 8' SPRINKLER NOTE: MODIFY SPRINKLER HEADS A5 REQ'D BY NEW CONSTRUCTION. T.G.G. TO MAINTAIN COVERAGE PER ALL LOCAL GOVERNING GODES. REFER TO MECHANICAL DINGS. (TYPICAL). N ® Design 11 Talcott Notch Road Farmington, CT 06032 T. 860 • 678 • 1946 F. 860. 678. 7111 nidesign@nidesign.net © 2013 MECHANICAL NOTE: T.G.G. TO REMOVE AND MODIFY EXISTING HVAG SYSTEM A5 REQUIRED BY THE MECHANICAL SCOPE OF WORK. REFER TO MECHANICAL DRAWINGS (TYPICAL). CONSULTANTS Project Management * Design 12035 COLWICK SAN ANTONIO, TX 78216 DII'AWIFIC index: date: 5.3.13 5.6.13 5.10.13 NOTE: FOR ADDITIONAL CEILING CONDITIONS REFER TO REFLECTED CEILING PLAN ON A.4 G.G. TO VERIFY WIDTH OF BARRICADE IN FIELD Anicr a', best ILet. can llc-- NINE Barricade Graphic NOTE: PAINT BARRICADE AND DOORS 'SHERWIN WILLIAMS 1552 BAUHAUS BUFF SATIN' CeSCrII ti n: ISSUED TO CLIENT FOR FINAL REVIEW ISSUED TO LANDLORD FOR FINAL REVIEW ISSUED FOR BID 4 PERMIT SCALE : 1/4" = 1'-0" I1TLE: LE Demolition Plan late: 5. 10. 13 c1ra wn by: w j k male: AS NOTED STOREFRONT NOTE: FOR ADDITIONAL STOREFRONT DEMOLITION INFO, REFER TO STOREFRONT CONSTRUCTION ON A.I AND A.Ia T.G.G. TO PROVIDE TEMPORARY BARRICADE WITH GRAPHICS (PER LANDLORD CRITERIA). PROVIDE BARRICADE WITH GRAPHICS, REFER TO DETAIL Symbol Legend WALLS TO BE REMOVED ON DEMOLITION PLANS ONLY EXISTING CONSTRUCTION TO — REMAIN PATCH AS REQUIRED PER CODE / LANDLORD EXISTING DOOR TO REMAIN I EXISTING \ DOOR TO BE .REMOVED Demolition Notes TYPICAL THROUGHOUT SPACE U.N.O. A. REMOVE ALL FLOORING AS INDICATED ON PLANS. PATCH SLAB AS REQUIRED TO ACHIEVE A LEVEL SURFACE. PREPARE SLAB TO RECEIVE NEW FLOORING. B. REMOVE EXISTING CEILINGS, SOFFITS, AND CEILING LIGHTS A5 INDICATED - DISCONNECT ALL CIRCUITS TO PANEL AND ABANDON CIRCUITS A5 APPLICABLE. G. ALL UNUSED ELECTRICAL CONDUIT, WIRING, HVAC EQUIPMENT AND DUCTWORK, PLUMBING WASTE AND WATER PIPING TO BE REMOVED AND DISPOSED OF, INCLUDING ALL HANGING AND SUPPORT MATERIAL. COORDINATE WITH MEP DRAWINGS. D. REMOVE AND DISPOSE OF EXISTING CASEWORK. E. REMOVE ALL FLOOR OUTLETS, PATCH AND REPAIR SLAB TO RECEIVE NEW FLOORING. F. PATCH AND REPAIR ALL EXISTING GYP. BD. TO REMAIN TO LIKE NEW CONDITION. 0 Demolition Key Notes I. LEASE LINE (TYPICAL). 2. REMOVE EXISTING WALLS A5 INDICATED ON PLAN. PATCH AND REPAIR SLAB AND WALLS TO RECEIVE NEW FINISH. (TYPICAL) 3. EXISTING DEMISING WALL TO REMAIN. PATCH AND REPAIR DEMISING WALL TO MAINTAIN EXISTING FIRE RATING A5 REQUIRED. 4. REMOVE EXISTING GYP. 5D. CEILINGS, CEILING GRID, CEILING TILES, DIFFUSERS, GRILLES, LIGHTING, AND SPEAKERS UNLESS NO I EL OTHERWISE. 5. 6. REMOVE EXISTING SHELVING AND FIXTURES. 1. T.G.G. TO REMOVE EXISTING FLOORING (V.G.T., _CARPET, ETC) AND PREP FLOOR FOR NEW FLOOR FINISH. PJ•—tea.,. l -.,v / v�.l u.l. 1`Ii.F,. r_.w vla 7.:�r•.II Llal 1 +uwv �.` Ivl/...l Iwv', • Iv ::i v-1 H v.V. ry i.' wv I�...vl TI .(wv vvllv�l _. A 1 . 1 . , x11 111 !• e•-� - ' -- t �1r+r,1 l rL.epl l a• ELECTRICAL EQUIPMENT --SE ELECTRICAL DRAWINGS. 10• ✓YII;V IW✓I1WV1 VL•L11{6'% N;L LIVI:I ll;l/ IV YV-I :/ Hi.• I I. - 7-- "r'3 -,',•-r, iirrft l/ x11 "P. . '--- TI ,-1•I rfif. T-fl�rf2: f.: / -/ V-1-- 1-'11/•\J--- VI VVIt..J•IWVIIVI{• _' • "' _. ... .. ... .. 12. REMOVE EXISTING DOOR 13. BARRICADE BY T•G.G.. T.G.G. TO PROTECT MALL FLOOR FINISH IN BARRICADE AREA DURING ALL PHASES OF CONSTRUCTION. 14. EXISTING DOOR TO REMAIN. 15. .1 �.-,1I 1 I r . -- _..: I ....1 1,.-. «-• Ir,.l+ .-. , ..'• •.-,.-/�..a A .-,r . , .•+... . • . .^ .w n,., .. I w.-,,1 1 .,.�.�•�I—•1 � � •r Ts � ,� �r•� 1. x .11 _ ^^ir . a..1 .a3:1 . , .1� 1 r v "i 1 wwr vL.v . n v',vur .. ... .. .. ._ ... •. ... .: ... .. 16. REMOVE EXISTING STOREFRONT SYSTEM, DOORS, ENCLOSURES AND SOFFITS IN IT'S ENTIRETY, (TYP) 17. REMOVE/RELOGATE EXISTING SPRINKLER HEADS, REMOVE/RELOGATE LINES AS REQ'D. TO ACCOMMODATE NEW SPRINKLER HEAD LAYOUT, REFER TO PLAN ON A.4 FOR NEW SPRINKLER HEAD LAYOUT (TYP) IS. EXISTING POWER OUTLETS TO BE REMOVED (INCLUDING FLOOR OUTLETS), CIRCUITS TO BE TERMINATED BACK TO PANEL. REFER TO MECHANICAL DINGS. FOR NEW ELECTRICAL CIRCUITRY, (TYP) IQ. EXISTING GYP. BD. SOFFIT AND FRAMING TO BE REMOVED, ("TYP) � (3� PROJECT: REVIEWED FOR CODE COMPLIANCE APPROVED :i • 'JUN 132013 City of Tukwila BUILDING DIVISION #644 DUE Westfield South Center Seattle, WA space #: #204 sq, ft,: 1,647 Ob #: 13064 191ui:::i': RECEIVED CITY OF TUKWILA MAY 3 0 2013 PERMIT CENTER REGIST�f ARCH CC P,1P. VV .RS STATE OFaYLWAS!POINGTON �! LINE OF EXISTING MALL CEILING EXISTING MALL BULKHEAD BEYOND NON-COMBUSTIBLE (TYPE 25) GROWN MOLDING PREFIN. $ SUPPLIED BY 'TG MILLWORK' ADJACENT TENANT'S BLADE SIGN (TYP) — WALL SGONGE 'RI' PER DRAWING A.4 (TYP. OF 2) EXISTING NEUTRAL PIER (TYP) LEASE LINE (TYP) SIGN PANEL IN 12" H. x 3/4" TH. TRANSLUGENT PLEXIGLAS PUSH -THROUGH LETTERS IN/ INLINE PEWTER LAMINATE FACES AND WHITE LED LIGHTING BY SIGN VENDOR. :::: \,,, ,I1 } N N YANKEE LIE MILLWORK ENTRY ARGHWAY PREFINISHED AND SUPPLIED BY 'TG MILLWORK (TYP) 0A Storefront Elevation SCALE : 1/4" = 11-0" 2'x2' AGOUST. GLC. AT II' -O" A.F.F. m O f l 13'-0 1/2" GLEAR (12'-0" W. ROLL -UP GRILLE) 3/4" BLACK METAL REVEAL (TYP) EXISTING FIRE EXTINGUISHER CABINET TILE FINISH (TYP) 12'45" A.F.F. I611-0" A.E.F. MALL CEILING HEIGHT \� 3 I/2'H,�II" L� EQ. (.1"±) Storefront Plan SCALE : 1/4" = 1'-0" new INTERIORS LTD PRE -FINISHED MILLWORK STOREFRONT SYSTEM (TYP) 13'-0 1/4" GLEAR LEASE LINE (13'-0" W. ROLL -UP GRILLE) 18'-O" " /lliii EQ. (-1" t) GYP. BD. SOFFIT AT 10'-6" A.F.F. GYP. BD. GEILING AT 12'-0" A.F.F. OUTLINE OF EXISTING MALL BULKHEAD ABOVE (TYP) n-20 1/2" Ni Design 11 Talcott Notch Road Farmington, CT 06032 T. 860 • 678 • 1946 F. 860. 678. 7111 n nidesi n nidesi .net © 2013 g g EXG. BUILDING STEEL AND MECHANICAL PLATFORM TO REMAIN (TYP) 18 GA. METAL FRAMING AT 16" O.G. WITH DIAGONAL BRAGING AT 4'-O" O.G. MIN. (TYP) ROLL -UP GRILLE SUPPORT TUBE BRACE TIED TO STRUCTURE ABOVE FOR LATERAL SUPPORT (TYP) BOX BEAM. REFER TO STRUCTURAL DRAWINGS (TYP) - 4 12'-0" A.F.F. FRAMING NOTE: REFER TO DRAWINGS 51.0 AND 52.0 FOR STOREFRONT FRAMING SPEGIFIGATIONS (TYP) 4'-0" • • • • • • • • • I II �,,,�,� .�..�.,,,,,.,�•.� I��.������.......�....��....�..���.��,.,�mmmm..� ? . �m II -0 tin�n��iLS�>u41111.,.11�lrsr A.F.F. ' v 2�. j I, 4,101-6" F ACOUSTIC TILE CEILING (TYP) GROWN MOLDING (TYP) II 5/8" GYP. BD. (hrP) 11 ----OUTLINE OF XIT SIGN PER RAWING A.4 T TJTI 3'-1" --EXISTING MALL BULKHEAD 5/8" GYP. BD. FINISH y.�t:a''.^". ':?•.`'•:r•l�'^^::•`?:c. - ....:n.hy: :•+•..."4 �an7I:�•'ts`L .:•4: ....:p .c..r,:`. •. . • • • • • • • • + + + + • • • • II II n 1/ \I n 1/ li'``S..k •.jii'L • :.. .�.II_k.'�rY 3•h i .5.. • 1•. int -•'.."!LL:— m�.r1 R•. ...,. i++..4 v. i+, + L _ P-5 • OUTLINE OF TYPE 'A' TRAGK LIGHT PER y DRAWING A.4 (TYP.) d OUTLINE OF 48" MARKETING GRID PER DETAIL OUTLINE OF TYPE 'G' RECESSED DOWNLIGHT PER DRAWING A.4 (TYP) 41-3" • T.G.G. TO PAINT RECESSED PORTION OF PANEL ABOVE ENTRY FINISH STORE SIDE • • • • + + II" ON 1/2" 'DUROGK' NON-COMBUSTIBLE (TYPE 2B) GROWN MOLDING PREFINISHED $ SUPP. BY 'TG MILLWORK' (TTP.) I5'-6" A.F.F. \S 5. F. HGT. 15'-13/4" '4� A.F.F. J 3 1/4" -- 1/2" 4" 3/4"—J 8 1/2" II 1 1/2" MILLWORK STOREFRONT SYSTEM PREFINISHED AND SUPPLIED BY 'TG MILLWORK' (TYP) T.G.G. TO PAINT INTERIOR (TYP) UPF±K FROSTED GLAZING PANEL BY 'TG MILLWORK' GONTINUOUS FLUORESCENT LIGHT FIXTURES ENTIRE WIDTH OF WINDOW. SEE ELECTRICAL DRAWINGS. SIGN PANEL PREFINISHED 'TEXTURED BLACK' * SUPP. BY SIGN VENDOR ROLL -UP GRILLE HOUSING NON-MOTORI7FD ROLL -UP GRILLE 12" H. x 3/4" TH. TRANSLUGENT PLEXIGLAS PUSH -THROUGH LETTERS $ INLINE PEWTER LAMINATE FADES W/ WHITE LED LIGHTING BY SIGN VENDOR PREFINISHED STOPS SUPPLIED BY 'TG MILLWORK' (TYP) N 15 1/2" W-5" A.F.F. 4" ARCHED BEAM PREFINISHED AND SUPPLIED BY 'TG MILLWORK' (TYP) II II f 2'-0 1/2" 2'-q" II i'-10" OUTLINE OF ROLL -UP GRILLE SUPPORT TUBE CENTERLINE OF ROLL -UP GRILLE ROLL -UP GRILLE GUIDE (TYP) Section Through Entry SCALE : 1 1/2" = 1'-0" CONSULTANTS Project Management * Design 12035 COLWICK SAN ANTONIO, TX 78216 • .\\ .•\ •1 •\•1 •l 11D, h!fi:1111141111'11111^1VIc,„'IiIP 114,,,,, 'I I'11C114: 5.6.13 5.1.13 5.10.13 • • • • • • • • • OUTLINE OF BUILT-UP BOX COLUMN BEYOND. REFER TO STRUGTURAL DRAWINGS (TYP) 6" H. PREFIN. WOOD BASE SUPP. BY 'TG MILLWORK' (TYP) 4" H. PREFIN. P10017 BASE SUPP. BY 'TG MILLWORK' (TYP) ISSUED TO CLIENT FOR FINAL REVIEW ISSUED TO LANDLORD FOR FINAL REVIEW ISSUED FOR BID 4 PERMIT L A.6 •.—.i MALL SIDE OUTLINE OF WALL SGONGE 'RI' BEYOND PER DRAWING A.4 (TYP. OF 2) LEASE LINE MILLWORK GOLUMN BEYOND PREFINISHED AND SUPPLIED BY 'TG MILLWORK' (TYP.) 6"x12" TILE BASE FINISH • ON GOLUMN AT MALL GONGOURSE SIDE (TYP) MALL FLOORING FROM LEASE LINE TO CLOSURE LINE SUPPLIED AND INSTALLED BY T.G.G. PER LANDLORD REQUIREMENTS (TYP) Storefront Elevation, Plan Section and Detail 11ii„11', 5 . 10 . 13 WRU "ROJET • NOTE: • SIGNAGE SHALL BE UNDER SEPERATE PERMIT. APPLICATION BY SIGNAGE VENDOR. • SIGNAGE SHOP DRAWINGS TO BE SUBMITTED TO LANDLORD / BLDG DEPT. SEPARATELY BY SIGNAGE VENDOR. NOTE: ALL SUPPLIED MILLWORK AND SIGNAGE INSTALLED BY T.G.C. UNLESS OTHERWISE NOTED. NOTE: TENANT STOREFRONT MUST BE SELF SUPPORTED. STOREFRONT CANNOT BE SUSPENDED FROM MALL SOFFIT. NOTE: FOR STRUCTURAL FRAMING SPECIFICATIONS REFER TO PLANS AND DETAILS ON SHEETS S1.0 AND S2.0 NOTE: EXISTING MALL CONCRETE SLAB IS A STRUCTURAL SLAB. ALL PENETRATIONS TO BE VERIFIED WITH MALL MANAGEMENT l3, (16 REVIEWED FOR CODE COMPLIANCE APPROVED IJUN 132013 City of Tukwila BUILDING DIVISION #644 el: AS NOTED Iii;:::::BnC Ali IG 1". ;i1��1' ; 204 Westfirld South Center Seattle, WA s p„ 1, 566 13064 c.^o 010'6869 RECEIVED CITY OF TUKWILA MAY 3 0 2013 PERMIT CENTER JIMMY L. P STATE OF W 'ERS I IINGTON 11111 111 1 ,,, ,,,,,,,,,,,,,,,,,,,,,,, YG13064AIDVIS 05/14/13 10:51 User: 14 Krech H2'x2' AGOUST. GLG.H. AT I I '-0" A.F.F. L L 1 Tr) GYP. BD. SOFFIT AT I0'-6" A.F.F. • L, GUT GYP. 5D. AND PATGH DEMISING WALL PER LANDLORD REQUIREMENTS (TYP) BUILT-UP BOX GOLUMN. REFER TO STRUCTURAL DRAWINGS (TYP.) EXISTING 5/8" GYP. BD. FROM FLOOR TO DECK REFURBISHED OR REPLACED BY T.G.G. PER LANDLORD REQUIREMENTS ('TYP. ON TENANT'S SIDE OF EXISTING DEMISING WALLS) L 1/8" (TYP) •-•\ 3/4" BLAGK METAL REVEAL BY T.G.G. (T)'T) HaGYP. BD. CEILING AT 12'-0" A.F.F. • OUTLINE OF '4" H. NOOD BASE PREFINISHED 4 SUPPLIED BY 'TG MILLWORK' (TYP) OUTLINE-OF-NEPst ARGH ABOVE OUTLINE OF 6" H. WOOD BASE PREFINISHED AND SUPPLIED 51' 'TG MILLWORK' (TYP) 5/8" GYP. 517. BY T.G.G. ON METAL STUDS F.R. BLOCKING AS REQUIRED (TYP) OUTLINE OF RECESSED J -BOX, CENTERED AT S' -O" A.F.F. FOR SCONCE LIGHT FIXTURE (TYP. OF 2) LEASE LINE ..--MALL FLOORING FROM LEASE LINE TO CLOSURE LINE BY T.G.G. PER LANDLORD REQUIREMENTS (TYP) CENTERLINE OF NEW ROLL -UP GRILLE OUTLINE OF NEV'! ARCH ABOVE 1/8" (TYP ROLL -UP GRILLE TUBE SUPPORT STEEL (TYP) mpro, . : - OUTLINE OF EXG. MALL BULKHEAD ABOVE OUTLINE OF GROWN MOLDING ABOVE ,..11, / \ / / I k - - '...".. -'''. TILE FIN. ON 1/2" 'DUROCKI (TYP) 4.1/2" I/2' II" 3 1/2" EQUAL 131-0 1/4" GLEAR 11" (13'-0" N. ROLL -UP GRILLE) 14'-10 1/4" EQUAL PREFABRICATED COLUMNS AND ENTRY ARCHWAY PREFINISHED AND SUPPLIED BY VENDOR 18'-0" (70 OUTLINE OF EXISTING FIRE EXTINGUISHER CABINET EXISTING NEUTRAL PIER (TYP) 20 1/2" Plan Detail SCALE : 1 1/2" = 11-0" N new Design INTERIORS LTD fi.':-.1 Ni Design 11 Talcott Notch Road Farmington, CT 06032 T. 860 • 678 1946 F. 860 • 678 • 7111 nidesign@nidesign.net 2013 CONSULTANTS Project Management * Design 12035 COLWICK SAN ANTONIO, TX 78216 alher ISSUED TO CLIENT FOR FINAL REVIEW ISSUED TO LANDLORD FOR. FINAL REVIEIN ISSUED FOR BID 4 PERMIT 5 . 6 . 13 5 . 1 . 13 5 . 10 . 13 5. 10 . 13 Storefront Detail wRU scae: AS NOTED • NOTE: ALL SUPPLIED MILLWORK AND SIGNAGE INSTALLED BY T.G.C. UNLESS OTHERWISE NOTED. NOTE: TENANT STOREFRONT MUST BE SELF SUPPORTED. STOREFRONT CANNOT BE SUSPENDED FROM MALL SOFFIT. NOTE: FOR STRUCTURAL FRAMING SPECIFICATIONS REFER TO PLANS AND DETAILS ON SHEETS S1.0 AND S2.0 NOTE: EXISTING MALL CONCRETE SLAB IS A STRUCTURAL SLAB. ALL PENETRATIONS TO BE VERIFIED WITH MALL MANAGEMENT rainicloo REVIEWED FOR CODE COMPLIANCE APPROVED JUN 132013 City of Tukwila BUILDING DIVISION #644 204 Westfield South Center Seattle, WA 1,566 jOb 13064 RECEIVED CITY OF TUKWILA MAY 3 0 2013 PERMIT CENTER REGISTEARCHJTP JIMMY L. POWERS STATE OF WASHINGTON la YGI3064DWG 05/O1/I3 12:02 User: BILL U - LEASE DIMENSION 91'-&" - LEASE DIMENSION 111-0" 24'-O" 24'-0" 24'-0" 8'6" GG TO PROVIDE NEW ADA COMPLIANT LAV., W.G. AND GRAB BARS (TYP) SEE DETAIL I/A.3 GG TO PROVIDE NEW PUSH BUTTON TO BE GONNEGTED TO BUZZER AT STOCK/SALES WALL GYP. BD. GEILING AT 8'-O" A.F.F. 7'-6 NOTE: PROVIDE NEW 6" METAL FRAMING ABOVE NEV TOILET ROOM FOR NEW STORAGE PLATFORM. PROVIDE ADDITIONAL SUPPORT POSTS AS REQUIRED. REFER TO DETAIL I/A.3 AP Ak / W \ 1 NEW HC I TOILET ROOM 1 I I 1 i III I (DR -3) If I+ NEW 11 EXIT CORRIDOR -marl-marl (DR -4) li �l . 11'11 119 11,11 li (4) QUADPLEX OUTLETS, DATA AND VOICE FOR SECURITY UNIT. SEE DETAIL 2/E.2 5'-6" Air PROVIDE 'NOBLESEAL T5' WATERPROOF MEMBRANE UNDER NEW FLOOR AND 6" UP WALLS (TYP) 12" 2'-10" I'-10" 0 D I I EXG. W A ADJACENT TENANT 64'=5 1/2" 181-0" 20'-0" 20'-10 1/2" "" "iii""""ilii 'ilii"s "i"ll 15 ""'Zic 'iii"%/fill" "ilii i i "ilii .i I"ilii ii "ilii AMI/' "ilii i i "ilii i "ilii i ii� i "ilii "ilii i . "ilii i i "ilii i "iii i i "iii "iAO/1riiii� ""'ilii i ' iii�i i "lii "i,"//� 16,.,,G/."""1`10.�""'//d"""",s�6G""/.J16""""�//'"1/1/1�""""//J"""16«'"".�J1�""""///"""111/16"""//".�'""1«/"""".�J11sS'""�//"""1`1/1�"""'/LJ"""1/G�""".�111�'"""///""""1/1«"""""��/"""J11�i//'�/J""""1/1//""""J,� ' 611 111 i i 111 �,. r 11111 11111 1111 ll. I I �W _J NEW BUZZER TO BE CONNECTED TO NEV PUSH BUTTON AT SERV I GE DOOR I p 35" 35" 18" 111 1111I 11 8111 AFF T AFF AFF FF I1 �:... In:. : : u. ::: fQI n i ::::. 11111111.1111111 :: 1111111 III :::::::: 1111111 11111111 I 49" Ar.491972, (DR -2) 1- I NEW A moi B IIIII NEV 11,11 1!111 11111;;. I IW ©t NEW Fii: iiiiE .l!lilll: li NEW C NEW 01 I NEW DUPLEX OUTLET AT 15" A.F.F. 11111 VIII pill "6111,, III I 107" VIII AFF !!IR 20'-4" w w C NEW Illll 11111 qIl 11111 ..11111 II 111 LIFE ID." IIII 11,11 Ill • • AFF 1:1 41 W 111 11d in I 11 C NEW 11111 - .. !II!:: -11:j' I Floor Patch Note: T.G.G. TO REMOVE ANY AND ALL EXISTING FLOOR OUTLETS AT SALES AREA (INCLUDING REMOVAL OF GIRGUITING BACK TO PANEL AND BOX REMOVAL). PATCH AND REPAIR SLAB AS REQUIRED TO RECEIVE NEW FLOORING. REFER TO FLOORING/FINISH PLAN ON DRAWING A.6 (TYP) 1. I I', I I I I6'-0" OUTLINE OF NEW GEILING MOUNTED ELECTRICAL OUTLETS (TYP. OF 2) - POWER FOR SIGN TO BE LOCATED ABOVE GEILING, COORDINATE FEED TO STOREFRONT WITH SIGN GONTRAGTOR (ELEGTRIGAL GONTRAGTOR TO MAKE TERMINATION TO SIGN) 14'-I0 1/2" 11 11 1161,: +i1 AFF T 1' 1." I IIII 1111 11111 1 I :HIR1, IIII + 1 1 1 I VI........ �,......,. 1, Illll ..:. 'VW "ilii A.Or i"J+""""""""ilii" "ilii"""ilii...., 1 loin AFF 107" AFF 11111 11111 nu 18" AFF CI ""19/1/SSSAeftZfr NEW 'EMS' PANEL EXTEND F.T. PLYWOOD BACKER BD. A5 REQ'D. FOR NEW PANEL (1) QUADPLEX, (I) DATA, AND (I) VOIGE WALL MOUN 1 EU OUTLET(5) FOR MANAGERS DESK. SEE DETAIL 5/A5 Construction and General Electrical Plan NO GEILING, OPEN TO DECK ABOVE W A EXG. (2) DUPLEX AND (I) TEL. WALL MOUNTED OUTLET(5) AT 5" A.F.F. FOR GASH WRAP. DO NOT HARDWIRE GASHWRAP UNLESS REQUIRED BY ALL LOCAL GOVERNING GODES ADJACENT TENANT NEW DUPLEX OUTLET MOUNTED HORIZONTALLY AT 8' -II" A.F.F. FOR HUTCH FIXTURE LIGHTING, (TYP. OF 4) 2'x2' AGOUST. GLC. AT II' -0" A.F.F. GYP. BD. SOFFIT AT 10'-6" R.F.F. GYP. BD. GEILING AT II' -6" A.F.F. NOTE: FOR ADDITIONAL STRUCTURAL SPECIFICATIONS REFER TO SHEETS S1.0 THROUGH S4.0 SCALE: 1/4" = 1'-0" CONTINUOUS SEALANT (TYP.) HEAD SIMILAR 0 I' 2' WOOD TRIM SALES FLOOR WALL PARTITION AS SCHEDULED Door Jamb Details SCALE : N.T.S. W A 1 HR. (EXG) 4' HEAD TRIM 8' WOOD TRIM TYPICAL CASE MOLDING DETAIL REFER TO ELEVATION ON A.3 METAL COVER PLATE PAINTED TO MATCH STOREFRONT FINISH GOVER SHALL BE FLUSH IN/ BULKHEAD AND GRILLE OPENING SHOULD NOT INHIBIT ANY OPERATIONS r____L-- X 5" GYP. BD. BY OTHERS TENANT LEASE LINE EXG. 5/8" GYP. BD. TYPE 'X' ON TENANT SIDE. T.G.G. TO REFURBISH OR REPLACE A5 REQUIRED. STAGGER JOINTS PER U.L. DESIGN NO. 465. EXISTING METAL STUDS DEMISING PARTITION MUST GOMPLY W/ ALL LANDLORD AND GOVERNING BUILDING GODE REQUIREMENTS. STC 40 (EST.): NGC 2385 U.L. DESIGN NO. U465 ICBO 4357 Demising Partition Details SCALE : 1 1/2" = 1'-0" Wall Type Details SCALE : AS NOTED new INTERIORS LTD W B1 Grille Sill Detail SCALE : NOT TO SCALE (I) LAYER 5/8" GYP. BD. TYPE 'X' BY T.G.G. (USE WATER RESISTANT GYP. BD. AT LAV) (I) LAYER 5/8" GYP. 5D., TYPE 'X' BY T.G.G. (IF REQUIRED SEE PLAN) METAL STUDS OR HAT GHANNEL AT 16" (L AS REQUIRED (20 GA. STRUCTURAL METAL STUDS AT LAV. DECK OR STOREFRONT) STC 40 (EST.): NGC 2385 U.L. DESIGN NO. U465 22 GA. 3 5/8" METAL STUDS 16" C. (USE I8 GA. METAL STUDS AT LAV. WALL SUPPORTING STORAGE PLATFORM) 5/8" TYPE 'X' GYP. BD. FROM FLOOR TO 5'-0" A.F.F. (USE WATER RESISTANT GYP. BD. AT LAV.) STC 40 (EST.): NGC 2385 22 GA. 3 5/8" METAL STUDS 16" NSE 18 GA. METAL STUDS AT LAV. WALL SUPPORTING STORAGE PLATFORM) 5/8" GYP. BD. FROM FLOOR TO 3" ABOVE GEILING (USE WATER RESISTANT GYP. BD. AT LAV) STC 40 (EST.): NGC 2385 Partition Details SCALE : 1 1/2" = 11-0" Wall Bracing Note: REFER TO DETAILS ON SHEET 54.0 FOR TOP OF WALL BLOGKING DETAILS Ni Design 11 Talcott Notch Road Farmington, CT 06032 T. 860 • 678 • 1946 F. 860 • 678 • 7111 n Hides" g � nidesi .net © 2013 Metal Stud Schedule SIZE GA. TYPE 16" O.C. 24" O.C. MAX. UNSUPPORTED HEIGHT (1) (2) (3) 21 /2" 20 ST UP TO 13'-10" 12-0" 3 5/8" 20 ST UPTO1T-11" 15-7" 20 SJ UP TO 18'-6" 16'-9" 18 SJ UP TO 19'-3" i D 16 SJ UP TO 20'-0" y 14 SJ UP TO 22-0" 6" 20 ST UP TO 26'-1" 22-10" 20 SJ UP TO 26'-8" 23'-8" 18 SJ UP TO 28'-0" FIRE ALARM HORN/STROBE (BY FIRE ALARM CONTRACTOR) 16 SJ UP TO 30'-0" FIRE ALARM PULL STATION 14 SJ UP TO 32'-0" ELECTRICAL PANEL FOR POWER 1. BASED ON INTERIOR EACH SIDE. USE GAUGE, DRAWINGS. 2. RUNNER TRACK GAUGE 3. WALLS OVER 12-0" HIGH COLD -ROLLED CHANNELS NON-BEARING PARTITIONS WITH ONE LAYER OF GYPSUM BOARD TYPE AS SCHEDULED UNLESS NOTED OTHERWISE ON TO MATCH STUD. TO BE LATERALLY BRACED VERTICAL W/ 1 1/2", 16Ga. CLIP ANCHORED TO METAL STUDS. Light Gage Framing Notes I. GOLD FORMED STEEL FRAMING SHALL CONFORM TO REQUIREMENTS OF THE LATEST EDITION OF AI51 SPECIFICATION FOR DESIGN OF GOLD -FORMED STEEL STRUCTURAL MEMBERS". 2. ALL MEMBERS SHALL BE FORMED FROM CORROSION -RESISTANT STEEL MEETING ASTM A653 -q4, AND THEN ZING COATED PER ASTM A525, GRADE 6-qO. 3. ALL GOLD FORMED MEMBERS SHALL COME FROM A SINGLE MANUFACTURER, "CLARK" OR EQUAL. THE INSTALLATION SHALL COMPLY WITH THE MANUFACTURER'S RECOMMENDATIONS. MINIMUM LIGHT GAGE METAL STUD AND JOIST PROPERTIES SHALL 13E A5 FOLLOWS: - PROVIDE DEPTH AND GAGE THICKNESS PER DRAWINGS. - UNLESS NOTED, JOISTS AND STUDS SHALL HAVE A FLANGE WIDTH OF 1 5/8", WITH 1/2" RETURN LIP. - UNLESS NOTED, TRACK GAGE SHALL BE EQUAL STUD GAGE. STANDARD TRAGK FLANGE WIDTH SHALL EQUAL I 1/4", AND DEEP LEG TRACK FLANGE SHALL EQUAL 2". 4. BASE TRACKS SHALL BE SET ON SMOOTH AND LEVEL GONGRETE OR NON -SHRINK GROUT SUCH AS "MASTERFLON 713" BY MASTER BUILDERS. 5. FASTENING OF GOMPONENTS SHALL BE WITH SELF -DRILLING CADMIUM PLATED OR ZING GOATED SCREWS. SCREWS SHALL BE SUFFICIENT SIZE TO ENSURE THE STRENGTH OF THE CONNECTION. 6. SPLICES IN FRAMING COMPONENTS OTHER THAN BOTTOM WALL TRACK ARE NOT PERMITTED. 7. STUDS SHALL BE INSTALLED 50 THE ENDS ARE POSITIONED AGAINST THE INSIDE OF THE RUNNER TRACK WEB PRIOR TO FASTENING AND SHALL BE ATTACHED TO BOTH FLANGEES OF THE UPPER AND LOWER RUNNER TRAGKS. CONSULTANTS 12035 COLWICK Project Management * Design SAN ANTONIO, TX 78216 111I11Y11::;,I1E: 5.3.13 5.6.I3 5.10.13 General Construction Notes I. ALL METAL STUDS 20 GA., MIN. - TYPICAL NON -LOAD BEARING PARTITIONS. U.O.N. SEE METAL STUD SCHEDULE ON SHEET A.2 FOR GAUGE AND SPADING REQUIREMENTS. 2. ALL GYPSUM BOARD SHALL BE 5/8" TYPE 'X', UNLESS NOTED OTHERWISE. 3. PROVIDE DRYWALL TRIM AT ALL EXPOSED EDGES AND CORNERS. 4. G.G. SHALL VERIFY THAT DEMISING WALLS EXTEND TO STRUGTURE ABOVE AND ALL PENETRATIONS ARE SEALED TIGHT, A5 REQUIRED BY LANDLORD AND CITY AND SHALL PROVIDE ALL WORK REQUIRED TO CORRECT DEFICIENT GONDITIONS. 5. ALL WALL FRAMING NOT BRACED TO DEMISING WALLS SHALL BE SECURED OR DIAGONALLY BRACED AT 41-0". 6. DEMISING WALLS ARE NOT DESIGNED TO ACCOMMODATE LOADING. ALL FIXTURES MUST BE SUPPORTED BY THE FLOOR OR NEW WALL GONSTRUGTION. 1. ALL FRAMING LUMBER, PLYWOOD, AND CONGEALED WOOD SHALL BE FIRE RETARDANT TREATED (F.R.T) - NO WOOD IN GEILING PLENUM OR ABOVE SPRINKLER COVERAGE. 8. G.G. TO VERIFY ALL FINISHED DIMENSIONS. FIELD CONDITIONS ALTERING ANY DIMENSIONS SHOULD BE BROUGHT TO THE ATTENTION OF YANKEE CANDLE PROJECT MANAGER. q. THE CONTRACTOR SHALL REMEDY, WITHOUT GOST TO YANKEE CANDLE, ANY DEFECTS DUE TO FAULTY WORKMANSHIP. 10. THE G.G. SHALL LEAVE NO GAPS AND FILL SOLID TO PIPING AND DUCTWORK TO MAINTAIN THE STRUCTURAL INTEGRITY OF DEMISING WALLS AND MAINTAIN A MINIMUM OF ONE HOUR FIRE SEPARATION AS REQUIRED. II. CONVENIENCE OUTLETS MOUNTED AS REQUIRED BY LOCAL GODES UNLESS OTHERWISE NOTED. CONVENIENCE OUTLETS TO MATCH ADJACENT WALL COLOR A5 REQUIRED. OUTLETS TO BE LOCATED 50 AS TO BE AS INCONSPICUOUS A5 POSSIBLE AT 18" A.F.F. U.O.N. 12. ALL EXIT DOORS SHALL BE READILY OPENED FROM THE SIDE FROM WHICH EGRESS 15 TO BE MADE WITHOUT USE OF KEY OR SPECIAL KNOWLEDGE. ALL EXIT DOORS SHALL HAVE ALL HARDWARE NECESSARY TO SATISFY THE REQUIREMENTS OF THE LOCAL BLDG. DEPARTMENT. 13. THE G.G. SHALL PROVIDE CAULK JOINTS (AND MAINTAIN ANY FIRE SEPARATION REQUIRED BY CODE) WHERE GWB MEETS THE FLOOR OR ROOF DECK. PACK FLUTES AT DECK. 14. ALL INTERIOR FINISH AND TRIM MATERIALS SHALL MEET APPLICABLE GODES FOR FLAME SPREAD RATINGS. 15. THE G.G. SHALL BE RESPONSIBLE FOR COORDINATING WITH LANDLORD ON ALL WORK TO BE PERFORMED BY THE LANDLORD. ANY POTENTIAL CONFLICTS OR. DELAYS CAUSED BY THE LANDLORD'S SUBGONTRAGTORS MUST BE DOCUMENTED IN WRITING TO YANKEE CANDLE BEFORE THE DELAY IS ACTUALLY INGURRED FOR IT TO BE CONSIDERED. OTHERWISE THE G.G. WILL BE RESPONSIBLE FOR MEETING THE SCHEDULE A5 OUTLINED IN THE CONTRACT. 16. THE G.G. IS RESPONSIBLE FOR ALL FLOOR AND WALL PENETRATIONS FOR ELEGTRIGAL AND MECHANICAL WORK. ALL SUCH OPENINGS SHALL BE FRAMED AND REINFORCED. NO PENETRATIONS SHALL BE GUT THOUGH DEMISING WALLS OR FLOORING WITHOUT PRIOR AUTHORIZATION BY THE LANDLORD. 17. THE G.G. SHALL GLEAN THE SITE OF ALL UNNECESSARY DEBRIS PRIOR TO STARTING CONSTRUCTION, AND SHALL KEEP THE SITE NEAT AND GLEAN AT ALL TIMES. THE G.G. SHALL GLEAN ALL DOORS, WINDOW GLASS, INTERIOR AND EXTERIOR WALLS, CEILINGS AND FLOORS, A5 WELL A5 ALL INSTALLED ITEMS (FIXTURES) BEFORE VACATING THE PREMISES AND YANKEE CANDLE MOVE -IN. 18. THE G.G. SHALL PATCH AND REPAIR EXISTING SURFAGES AS NEGESSARY BEFORE APPLYING NEW FINIOI IC). ALL SOFT, POROUS, FLAKING OR OTHERWISE DEFECTIVE FINK -ALS WILL BE REMOVED BEFORE APPLICATION OF NEW MATERIALS. OPENINGS, VOIDS, OR UNFINISHED SURFACES CREATED BY REMOVAL OR MODIFICATION OF EXISTING WORK SHALL BE FILLED OR PATCHED AND FINICI ILD A5 NECESSARY TO MATCH EXISTING CONTINUOUS SURFACES OF NEN FINIOI ICS REQUIRED. SPECIFICALLY, FLOOR SURFACES AT ENTRY SHALL BE LEVELED TO ASSURE A SMOOTH SURFACE FOR FINISH FLOOR INSTALLATION. Iq. ALL EXISTING FIREPROOFING TO BE MAINTAINED. DAMAGE OR REMOVAL OF FIREPROOFING MUST EE REPAIRED OR REPLACED AT NO COST TO YANKEE CANDLE. 20. IT 15 THE GENERAL GONTRAGTORS RESPONSIBILITY TO MAINTAIN THE STRUCTURAL, ARCHITECTURAL, AND FIRE RATED INTEGRITY OF LANDLORD'S DEMISING WALLS, FLOOR SLAB, BEAMS AND COLUMNS, AND ROOF STRUCTURE. 21. PROVIDE FRT BLOCKING AND BAGKING A5 DEFINED IN SPEGIFIGATIONS EXISTING WALLS AND NEW WALLS FOR ALL CASEWORK, SHELVING, COUNTERTOPS, TOILET ACCESSORIES AND F010 ITEMS WHERE REQUIRED. 22. SAWGUT EXISTING CONCRETE SLAB AND TRENCH TO INSTALL UNDERSLAB PIPING, PROVIDE NEW CONCRETE SLAB. G.G. TO COORDINATE WITH LANDLORD PRIOR TO SAW GUTTING OR GORE DRILLING. 23. G.G. 15 RESPONSIBLE TO "PAPER" THE INTERIOR OF WINDOWS WITH GRAFT PAPER AT TIME WHEN BARRICADE 15 REMOVED. GG TO CONFIRM THAT THIS APPROACH 15 COMPLIANT WITH LANDLORD REQUIREMENTS. 24. NEW INSTANTANEOUS WATER HEATER LOCATED UNDER SINK. ISSUED TO CLIENT FOR FINAL REVIEW ISSUED TO LANDLORD FOR FINAL REVIEW ISSUED FOR BID $ PERMIT 4 -REFER TO STOREFRONT CONSTRUCTION D1165. A.I, AND A.Ia LINE OF MALL BULKHEAD ABOVE (TYP) PROVIDE RECESSED J -BOX AT 1-6" A.F.F., CENTERED ON FACE OF MILLWORK COLUMN FOR SCONCE LIGHT FIXTURE (TYP. OF 2) Symbol Legend % W1 - SOFFIT / GEILING LINE _ EXISTING CONSTRUCTION TO REMAIN PATCH A5 REQUIRED PER CODE/L.L. NEW WALL CONSTRUCTION (REFER TO WALL TYPES) DETAIL NUMBER DETAIL SYMBOL DRAWING NUMBER WALL TYPE NUMBER WALL TYPE SYMBOL EXISTING DOOR pv-- NEW DOOR SEE DOOR SGHED. DRAWING A.2 (DR -X) Door Schedule Symbols and Abbreviations (ONLY A5 APPLICABLE) TAG Q FRAME DUPLEX OUTLET AT 18" A.F.F. (UNLESS OTHERWISE NOTED) QUADRUPLEX OUTLET AT 18" A.F.F. (UNLESS OTHERWISE NOTED) WIDTH ® THK. DUPLEX OUTLET - GEILING MOUNTED OU TED MATERIAL FINISH ELEV. FLUSH MOUNTED FLOOR BOX OR CONDUIT STUB -UP LOCATION o2 HEAD JAMB y T HDW.SET TELEPHONE JACK AT 18" A.F.F. (UNLESS OTHERWISE NOTED) STOREFRONT I i D - DATA GONNEGTION FOR GOMPUTER TERMINAL q'-5" y A FLOOR TELEPHONE OUTLET (FLUSH W/ FLOOR) AAF 3/A.2 SIM. PUSH BUTTON FOR BUZZER AT 54" A.F.F. • I NEW STOGKROOM AT 0, FRA AND BUZZER OF RECEIVING DOOR BUTTON T 13\ 3'-0" 6'-8" E B FIRE ALARM HORN/STROBE (BY FIRE ALARM CONTRACTOR) PF / WD Q WOOD FIRE ALARM PULL STATION - 2/A.2 - ELECTRICAL PANEL FOR POWER I TOILET ROOM2 ' 1 3'-0" 1'-0" 1 3/4" G WOOD JUNCTION BOX J WOOD EXISTING L141_1INSTANTANEOUS - WATER HEATER UNDER SINK Door Schedule DOOR LOGATION TAG DOOR FRAME DETAILS LEAFS WIDTH HEIGHT THK. ELEV. MATERIAL FINISH ELEV. MATERIAL FINISH HEAD JAMB SILL HDW.SET REMARKS STOREFRONT I (DR -1) - 13'-0" q'-5" - A METAL AAF 3/A.2 SIM. - 3/A.2 I NEW STOGKROOM (DR -2) I 3'-0" 6'-8" 1 3/4" B WOOD PF / WD B WOOD PF - 2/A.2 - 2 NEW TOILET ROOM2 (DR -3) 1 3'-0" 1'-0" 1 3/4" G WOOD EXISTING G WOOD EXISTING - - - 3/EXISTING EXISTING SERVICE DOORS¢¢ (DR -4) I 3'-6" T-0" 1 3/4" G METAL EXISTING G METAL EXISTING 4/EXISTING NOTE#3$#4 1 NOTE: ROLL -UP GRILLE HEIGHT NOTED AS q'-5" GLEAR AND q' -II" 2 NOTE: TOILET ROOM DOOR HARDWARE TO BE REFURBISHED OR 3 NOTE: VIGE DOOR HARDWARE TO BE RERJRBISED OR REPLACED 4 NOTE: T.G.G. TO PROVIDE TENANT NAME AND ADDRESS SIGNAGE TO BOTTOM OF GOIL HOUSING. REPLACED AS REGD. (WITH HARDWARE SET #3 - IF NOT EXISTING). AS REQ'D. (WITH HARDWARE SET #4 - IF NOT EXISTING). G.G. TO PROVIDE NEW GORE AT TURNOVER OF STORE TO YGC. ON DOOR PER MALL GRI 1 tklA Door Schedule Notes Abbreviations I. DOORS WITHIN THE PATH OF TRAVEL FOR HANDICAPPED TO BE OPERABLE HARDWARE.ALUM 2. EXIT DOORS TO BE OPERABLE FROM THE INSIDE WITHOUT USE OF INSIDE FADE TO BE THUMBTURN, OUTSIDE FACE KEYED. 3. DOOR CLOSURES TO BE ADJUSTED TO PROVIDE FOR A MAXIMUM ACCEPTABLE BY FIRE MARSHAL. 4. BOTH SIDES OF DOOR SHALL BE FINISHED THE SAME UNLESS OTHERWISE 5. ALL EXITS SHALL BE PROVIDED WITH SELF ILLUMINATED EXIT SIGNS 6. NO DEAD`BOLTS ARE TO BE USED ON EXIT DOORS. NOTE THE FOLLOWING A DOORS AND GRILLS ARE TO BE OPERABLE FROM THE INSIDE WITHOUT OR EFFORT WHEN THE SPADE 15 OCCUPIED. B. AT STOREFRONT EXIT, PROVIDE DURABLE SIGN THAT READS "11415 OCCUPIED". LETTERS TO BE BLACK, I' HIGH ON CONTRASTING BACKGROUND. NO BOLDS ARE TO BE GREATER THAN 1/2" IN HEIGHT. ALL THRESHOLDS 5.DTH A RATIO OF 1:2.y 5. ALL DOORRHANDLES TO BE LEVER TYPE $ MOUNTED AT 31-4" A.F.F. q. ALL PUSH PLATES AND FULLS TO BE MOON 1 a. a 3'-0" A.F.F. TO CENTERLINE. 10. WHEN REQUIRED, REPLACE EXISTING HARDWARE, INCLUDING LOCK APPLIGABLE HANDICAPPED ACCESSIBILITY REGULATIONS..,. II. ittl-tR TO 2/A.2 FOR DOOR JAMB DETAILS ROLLING GRILLE TO BE ION -MOTORIZED; STANDARD YG SPEG. BY WITH A SINGLE EFFORT BY LEVER, PANIC, BAR, OR PUSH/PULL ANY KEY OR ANY SPEGIAL KNOWLEDGE OR EFFORT. EFFORT TO OPERATE OF 5 L85. AT FIRE DOOR USE MINIMUM FORGE NOTED. HAVING 6" LETTERS WITH 3/4" STROKES IN CONTRASTING LETTERS. WITH REGARDS TO EXIT DOCKS: USE OF A KEY OR ANY SPECIAL KNOWLEDGE DOOR TO REMAIN UNLOCKED WHILE BUILDING 15 IN EXCESS OF 1/4" IN HEIGHT TO HAVE BEVELED EDGES OR U.O.N. SETS AND CLOSURES AS REQUIRED TO MEET METRO DOOR OR CORNELL: ROLLING GRIL 1 FS AAF CLEAR ANNODIZED ALUMINUM FINISH ALUMINUM GLA GLASS HMG HOLLOW METAL GORE MTL METAL PG PARTIAL GORE PF PRE FINISHED 5WG SOLID WOOD GORE WD WOOD REVIEWED FOR CODE COMPLIANCE APPROVED7. � ,, JUN 13 2013 `i of Tukwila City BUILDING DIVISION OVER 14'-0" WIDE SHALL BE EQUIPPED WITH AN 'EASY -LIFT' NON -MOTORIZED LIFT SYSTEM BY CORNELL OR AN OWNER APPROVED EQUAL. Door Type Elevations Door Hardware Schedule AS A5 I. ROLLING GRILLE (12'-0" OPENING) (REFER TO DOOR SCHEDULE NOTE #12) 2" VERT, q" HORIZ, CLEAR ANODIZED ALUMINUM FINISH HARDWARE INSTALLED AT FACTORY. 'BEST' STYLE LOCKING GORES 2. 1 1/2" PAIR OF STANDARD WEIGHT HINGES - BOMMER 885002 4 1/2" X 4 1/2", 626 FINISH - SUPPLIED BY VENDOR I GLOSER LGN SERIES 4010T, ON BAGKROOM SIDE - SUPPLIED BY VENDOR 2 COMMERCIAL KIGK PLATES - IVES 6"X34", 626 BEVELED 4 SIDES - SUPPLIED BY VENDOR 2 PUSH PLATES 3 I/2"X 15" STAINLESS STEEL - SUPPLIED BY VENDOR IVES 12" PULL #8103-2 626 - SUPPLIED BY VENDOR I IVES #15443 WALL MOUNTED STOP OR #F5436 FLOOR MOUNTED STOP - SUPPLIED BY VENDOR 3. BEST LOCKS 73KGOLI5D-53-626 "MED DUTY LEVER LOGKSET - PRIVAGY FUNCTION" I I/2 PAIR STANLEY HINGES FBBI7q, 4 I/2"X 4 I/2", 626 FINISH I -IVES #W5443 WALL MOUNTED DOOR STOP OR #F5436 FLOOR MOUNTED DOOREIVED GLOSER LGN #4010 H E C E I V E D 4. REAR DOOR (MISSING ITEMS ONLY) CITY OF T U K W I L A DE 1I_X V4003PxEBxCDx 1I IxRWEx36 "PANIC DEVICE" BEST LOCKS IE72-52-RP-626 "STANDARD RIM CYLINDER" MAY 3 0 2013 BEST LOCKS IE14-G4-RP3-626 "STANDARD MORTISE CYLINDER" BEST LOCKS IGA-GREEN "CONSTRUCTION GORE" - QUANTITY (2) PERMIT CENTER BEST LOCKS IA -GG "CONSTRUCTION GORE KEY" DOORBELL, EDWARDS G21211 (OR OWNER APPROVED EQUAL) PEEPHOLE, IVES #U6g8 - MOUNTED AT 5'-0" AFF (OR OWNER APPROVED EQUAL) SGHED. t SCHED. t t / AS SCHEDULED I iii D / - / / 'I \ 111� \ \ a v \ A 4.11 I B 1 0 O A #644 Construction and General Electrical Plan "18u 5.10.13 II'°Ic:::l] 11+14II'1""1 1: p' : w j k I91: AS NOTED Westfield South Center Seattle, WA po 1,647 :111rab `: 13064 1'II 9869 0010..1 JIMMY L. P• VERS STATE OF WASHINGTON III 11111111111 11111111111 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 2 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 O5/IO/13 18:20 User: W Krech - LINE OF GYP. BD. SOFFIT IN FOREGROUND NEW EXIT SIGN MOUNTED ON GYP. BD. SOFFIT IN FOREGROUND -7 T.G.G. TO PAINT RECESSED PORTION OF PANEL ABOVE ENTRY FINISH SALES AREA CEILING HEIGHT Elevation SCALE : 1/411 = 1'-0" $,4) SEE DETAIL 8'-0" A.F.F. A.F.F. NEW FA HORN/STROBE SENSOR, REFER TO MECHANICAL DRAWINGS ECANDLE 36" II 0, TYPICAL AT DISPLAY HUTCH BASE ©© NEW BEADBOARD ON TOP OF NEW BASE WITH CHAIR RAIL ABOVE 044' TYPICAL AT INTERIOR OF STOREFRONT 0 (TYP) 1- 3' 31 �-- 1 % j 1811 11 IN. OF NEW FRP (TYP) + 21 -O" MIN W/ BLOCKING NEW TOILET PAPER ROLL -�- '��'•, MIN. EXIT HOLDER 0 I I d'',4- 1(g1 \_ y_ •<— FLt V I O ^O� 1 : c O. (TYP.) q 0 p < N 11lk 11111111011111111 O4r. - (TYP.) MILLWORK COLUMNS $ ENTRY ARGHWA PREFINISHED AND SUPPLIED BY 'TC. MILLWORK (TYP) FOR STOREFRONT CONSTRUCTION AND FINISHES -. � ...•-. 1 ..11.1.,E A I 1•14.1 A I SALES AREA CEILING HEIGHT Elevation SCALE : 1/411 = 1'-0" $,4) SEE DETAIL 8'-0" A.F.F. A.F.F. NEW FA HORN/STROBE SENSOR, REFER TO MECHANICAL DRAWINGS ECANDLE 36" II 0, TYPICAL AT DISPLAY HUTCH BASE ©© NEW BEADBOARD ON TOP OF NEW BASE WITH CHAIR RAIL ABOVE 044' TYPICAL AT INTERIOR OF STOREFRONT 0 (TYP) 1- 3' 31 �-- 1 % j I II 0, TYPICAL AT DISPLAY HUTCH BASE ©© NEW BEADBOARD ON TOP OF NEW BASE WITH CHAIR RAIL ABOVE 044' TYPICAL AT INTERIOR OF STOREFRONT 0 DUPLEX OUTLET AT 15" A.F.F. FN-IG1 (10'-1 1/2") --- r- 4 (DR -2) 20" BEAD BOARD tr 9 12'-0" A.F.F. FRAMED MIRROR DETAIL DUPLEX OUTLET AT 18" A.F.F. CENTERED BELOW MIRROR (TYP) t _ il 1111 IIIII 11111 111111 _ FOR STOREFRONT CONSTRUCTION AND , HUTCH LEFT � FINISHES REFER TO DRAWINGS'A.I AND Ado Elevation SCALE : 1 /4" = 11-0" F - - J L 611!!1! 1 limb illi ii!i!!!Ji!I!li!i!Itl!li II 1 TYP. AT DISPLAY HUTCHES L H - J Interior Elevation Key Notes 0mNEW GROWN MOLDING (TYP.) � 4 TYPICAL AT EXPOSED SALES AREA WALLS 0 BI TYPICAL AT EXPOSED SALES AREA WALLS 0, TYPICAL AT DISPLAY HUTCH BASE ©© NEW BEADBOARD ON TOP OF NEW BASE WITH CHAIR RAIL ABOVE 044' TYPICAL AT INTERIOR OF STOREFRONT NEW DUPLEX OUTLET MOUNTED HORIZONTALLY AT 8'-11" A.F.F. FOR HUTCH FIXTURE LIGHTING (TYP. OF 4) TYP. AT DISPLAY HUTCHES TYP.) -�- 1 H -'--_H (8) HUTCH GENTER(5) F L NEW DUPLEX OUTLET MOUNTED HORIZONTALLY AT 8' -II" A.F.F. FOR HUTCH FIXTURE LIGHTING (TYP. OF 4) HUTCH RIGHT J J J L L H L — J 1- J L J L J L J 1 J ..e'.111111 HUTCH LEFT I 111 111111111111111111111111111111111111111L111111111M111111111111111111111ii. ::' I III 1111111 IIIIIIIIIII III I IIIII(III(IIIIIIIII II111111111111 llullll II1IIIIII1I11III1II IIIIIIIIIIIIIIII I III IIIIIII1111111011111 11111111111111 i4!: 11111 I (12) HUTCH GENTER(5) 1111111 111111111111111111111111111,i, 111 III is1111 111111111111111111111111111 III I!11 ©• Ili 1 111,,1111 (2) DUPLEX ELEGTIG OUTLETS $ (I) TEL OUTLET AT 8" A.F.F. FOR GASHWRAP 51- O" FRAMED MIRROR P R u- DETAIL 10 9 DUPLEX = OUTLET AT 18" A.F.F. CENTERED BELOW MIRROR (TYP) (TYP) SALES AREA CEILING HEIGHT HUTCH RIGHT FOR STOREFRONT CONSTRUCTION AND 0 14 0Z d� ov 0 3/4" F.R. PLYWOOD OVER 18 GA. 6" METAL JOISTS AT 16" O.G. r 7'-611 4 15" MIN. Lavato Detail SCALE : 1/2" = 1'-0" new INTERIORS LTD 18 GA. 3 5/8" METAL STUDS AT 16" 0.G. Lu SURFACE w MOUNTED I.L PAPER A TOWEL DISPENSER 4 NEW SINK Elevation SCALE : 1/4" = 1'-0'I 3/4" F.R. PLYWOOD OVER 18 GA. 6" METAL JOISTS AT 16" 0.G. LINE OF NEW FRP (TYP) 3164:11MIN. (1 I/2" DIA) 12" d. -111--- - --i -•J 411 MAX. n �) C L L 3/4" F.R. PLYWOOD OVER 18 GA. 6" METAL JOISTS AT 16" 0.G. NEW WIRE GRID MOUNDED ON WALL AT 6'-6" AFF. REFER TO DETAIL 8/A.5. 18 GA. 3 5/8" METAL STUDS AT 16" 0.G. NEW TOILET PAPER ROLL HOLDER v T.G.G. TO PROVIDE N IN -WALL BLKG. AT 6 GRAB -BARS. REFER TO FLOOR PLAN FOR ORIENTATION REFER TO DRAWING A.5 FOR ACCESSORRY SPECIFICATIONS Ni Design 11 Talcott Notch Road Farmington, CT 06032 T. 860 • 678 • 1946 F. 860 • 678 • 7111 nidesign@nidesign.net © 2012 CONSULTANTS NEW GRAB BAR 8'-0" A.F.F LINE OF NEW FRP (TYP) J 12035 COLWICK 71-611 Project Management* Design SAN ANTONIO, TX 78216 FINISHES REFER TO DRAWING A.1, Ada 4 A.Ib 3/4" F.R. PLYWOOD OVER 18 GA.,—\ 6" METAL JOISTS AT 16" 0.G. A.F.F. EXISTING CEILING HEIGHT O f—NEW MIRROR 17" m w NEW TOWEL ROLL HOLDER /• j • zi cy 1} lir z is fV cn LINE OF NEW FRP (TYP) ISSUED TO CLIENT FOR FINAL REVIEW ISSUED TO LANDLORD FOR FINAL REVIEW ISSUED FOR BID $ PERMIT EG CLEARANCE TOE CLEARANCE E I evations w j k 24" MAX. fl 3" EXG. 20GA (0.33 MILS) MIN. STUD AT 16" 0.G. (24"0.G. ALSO OK) (G.G. TO V.I.F) • • . • • • EXG. GYP. BD. TO REMAIN • 3 5/8" MIN. JOINT SHALL LAND ON STUD IN (3) SCREWS EACH SIDE (TYP.) PLYWOOD STRIP BY SMARTWALL SYSTEM WITH (3) #10 S.M.S. AT STUDS) IN EXG. DEMISING WALL. (MIN. (3) STUDS EACH STRIP) STEEL STUD DEMISING NALL JOINT IN 1,40017 STRIP DEPTH GUT FLANGE, BEND WEB AND ATTACH TO STUD WITH (3) #10 S.M.S. (TYP.) 8005162-33 BLOCKING (TYP) (3) #10 SCREWS AT EACH SIDE OF JOINT (TYP) STEEL BLOCKING at WOOD JOINT Typical Blocking (3) #10 5M5 EACH STUD (TYP) SMARTWALL SYSTEM (BY VENDOR) WITH (2) #10 1,500 LB MAX. PER 4'-0" SECTION EXG. DEMISING WALL, 3 5/8"x20 GAUGE MIN (33 MILS)(G.G. TO V.I.F) WOOD FURRING STRIPS (BY VENDOR) EXISTING GONG. FLOOR SLAB 1 1/2" = 1'-0" m II f II INEW II 11 L T.G.G. TO INSTALL CONTINUOUS KITCHEN METAL UNDER PLYWOOD AT TOP 2 ROWS (NOTE: KITCHEN METAL PROVIDED BY T.G. MILLWORK) (TYP) II II N r (-No 1. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 13 2013 City ofTukwila BUILDING DIVIM6ON NOTE: DETAILS ARE FOR THE LATERAL SUPPORT OF SMARTWALL SYSTEM OR HUTCH. DETAIL DOES NOT PROVIDE VERTICAL SUPPORT. T.G.G. TO PROVIDE 2x6 FRT IND BLOGKING, IN -WALL AT END OF SMARTWALL RUN (TYP) 11 II L L Ir M 1 I 000 lil+ Y L ,I IIk:I 1 T G G. TO INSTALL CONTINUOUS 3/4"x6" PLYWOOD STRIPS WITH (3) #10 S.M.S. AT EACH STUD ON TOP OF EXISTING GYP. BD. FOR ENTIRE LENGTH OF SMARTWALL 2' WALL DISPLAY HUTCH FIXTURES. (NOTE: PLYWOOD STRIPS PROVIDED BY T.G. MILLWORK) (TYP ) IIIIFET I I I I I I I I .----TYP WALL STUD () I II 1 — -1I NOTES: N— FINISH FLOOR (TYP) I. DIMENSIONS ARE SHOWN FROM FINISH FLOOR TO CENTER OF FURRING STRIPS (TYP.) 2. G.G. TO SHIM PLYWOOD STRIPS A5 REQ'D TO PROVIDE PLUM SURFACE FOR MOUNTING OF STANDARD(5) IN ORDER TO PRODUCE A LEVEL SHELF SURFACE FOR PRODUCT DISPLAY Typical Section 1/2" = V-0" Smartwall 2 Blocking Details SCALE : VARIES F.R.T. WOOD ANCHORING BLOCKING, CONTINUOUSLY SECURE TO METAL STUDS' SIZE AS REQUIRED TOGGLE BOLT. GRAB BAR VERTICAL SEGTION Typical Blocking Elevation 1/2" = 11-0'I FOR ADDITIONAL SPECIFICATIONS REFER TO DETAILS ON SHEET S4.0 F.R.T. WOOD ANCHORING 1 1/2" BLOCKING, CONTINUOUSLY DIAMETER SECURE TO METAL STUDS. GRAB BAR. SIZE A5 REQUIRED MET WALLL FLANGE. RECEIVED CITY OF TUKWILA MAY302013 METALIT CENTER FLANG . 1 1/2" GRDIAMAB ETER BAR. NOTE: INSTALLATION MUST SUPPORT 300 LBS. DOWNWARD PULL. GRAB BAR HORIZONTAL SEGTION I. ALL TOILET ROOM FIXTURES AND CONSTRUCTION MUST COMPLY WITH LOCAL $ STATE BUILDING GODES, LOCAL $ STATE LAWS AND ACCESSIBILITY GUIDE LINES. 2. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORGE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF (22.2 N). FAUCETS SHALL GOMPLY WITH 4.21.4. LEVER -OPERATED, PUSH -TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS, IF SELF-CLOSING VALVES ARE USED THE FAUCET SHALL REMAIN OPEN FOR AT LEAST 10 SECONDS. 3. FLUSH CONTROLS TO BE MOUNTED ON WIDE SIDE OF TOILET AREA. (LONG LEAD ITEM WHEN ON RIGHT HAND SIDE) AS NOTED 111111111 111111 1111111111 111111 #644 Westfield South Center Seattle, WA STATE OF WA IINGTON 141,111 111111111, 111 4100LINE • NEW GRAB BARS % j 1811 11 IN. OF NEW FRP (TYP) + 21 -O" MIN W/ BLOCKING NEW TOILET PAPER ROLL -�- '��'•, MIN. HOLDER 0 I I d'',4- 1(g1 \_ y_ c i q 0 p pa 1 Fn 1 Wm" _ iz: r / I - MEI/ .fY I / r 7'-611 4 15" MIN. Lavato Detail SCALE : 1/2" = 1'-0" new INTERIORS LTD 18 GA. 3 5/8" METAL STUDS AT 16" 0.G. Lu SURFACE w MOUNTED I.L PAPER A TOWEL DISPENSER 4 NEW SINK Elevation SCALE : 1/4" = 1'-0'I 3/4" F.R. PLYWOOD OVER 18 GA. 6" METAL JOISTS AT 16" 0.G. LINE OF NEW FRP (TYP) 3164:11MIN. (1 I/2" DIA) 12" d. -111--- - --i -•J 411 MAX. n �) C L L 3/4" F.R. PLYWOOD OVER 18 GA. 6" METAL JOISTS AT 16" 0.G. NEW WIRE GRID MOUNDED ON WALL AT 6'-6" AFF. REFER TO DETAIL 8/A.5. 18 GA. 3 5/8" METAL STUDS AT 16" 0.G. NEW TOILET PAPER ROLL HOLDER v T.G.G. TO PROVIDE N IN -WALL BLKG. AT 6 GRAB -BARS. REFER TO FLOOR PLAN FOR ORIENTATION REFER TO DRAWING A.5 FOR ACCESSORRY SPECIFICATIONS Ni Design 11 Talcott Notch Road Farmington, CT 06032 T. 860 • 678 • 1946 F. 860 • 678 • 7111 nidesign@nidesign.net © 2012 CONSULTANTS NEW GRAB BAR 8'-0" A.F.F LINE OF NEW FRP (TYP) J 12035 COLWICK 71-611 Project Management* Design SAN ANTONIO, TX 78216 FINISHES REFER TO DRAWING A.1, Ada 4 A.Ib 3/4" F.R. PLYWOOD OVER 18 GA.,—\ 6" METAL JOISTS AT 16" 0.G. A.F.F. EXISTING CEILING HEIGHT O f—NEW MIRROR 17" m w NEW TOWEL ROLL HOLDER /• j • zi cy 1} lir z is fV cn LINE OF NEW FRP (TYP) ISSUED TO CLIENT FOR FINAL REVIEW ISSUED TO LANDLORD FOR FINAL REVIEW ISSUED FOR BID $ PERMIT EG CLEARANCE TOE CLEARANCE E I evations w j k 24" MAX. fl 3" EXG. 20GA (0.33 MILS) MIN. STUD AT 16" 0.G. (24"0.G. ALSO OK) (G.G. TO V.I.F) • • . • • • EXG. GYP. BD. TO REMAIN • 3 5/8" MIN. JOINT SHALL LAND ON STUD IN (3) SCREWS EACH SIDE (TYP.) PLYWOOD STRIP BY SMARTWALL SYSTEM WITH (3) #10 S.M.S. AT STUDS) IN EXG. DEMISING WALL. (MIN. (3) STUDS EACH STRIP) STEEL STUD DEMISING NALL JOINT IN 1,40017 STRIP DEPTH GUT FLANGE, BEND WEB AND ATTACH TO STUD WITH (3) #10 S.M.S. (TYP.) 8005162-33 BLOCKING (TYP) (3) #10 SCREWS AT EACH SIDE OF JOINT (TYP) STEEL BLOCKING at WOOD JOINT Typical Blocking (3) #10 5M5 EACH STUD (TYP) SMARTWALL SYSTEM (BY VENDOR) WITH (2) #10 1,500 LB MAX. PER 4'-0" SECTION EXG. DEMISING WALL, 3 5/8"x20 GAUGE MIN (33 MILS)(G.G. TO V.I.F) WOOD FURRING STRIPS (BY VENDOR) EXISTING GONG. FLOOR SLAB 1 1/2" = 1'-0" m II f II INEW II 11 L T.G.G. TO INSTALL CONTINUOUS KITCHEN METAL UNDER PLYWOOD AT TOP 2 ROWS (NOTE: KITCHEN METAL PROVIDED BY T.G. MILLWORK) (TYP) II II N r (-No 1. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 13 2013 City ofTukwila BUILDING DIVIM6ON NOTE: DETAILS ARE FOR THE LATERAL SUPPORT OF SMARTWALL SYSTEM OR HUTCH. DETAIL DOES NOT PROVIDE VERTICAL SUPPORT. T.G.G. TO PROVIDE 2x6 FRT IND BLOGKING, IN -WALL AT END OF SMARTWALL RUN (TYP) 11 II L L Ir M 1 I 000 lil+ Y L ,I IIk:I 1 T G G. TO INSTALL CONTINUOUS 3/4"x6" PLYWOOD STRIPS WITH (3) #10 S.M.S. AT EACH STUD ON TOP OF EXISTING GYP. BD. FOR ENTIRE LENGTH OF SMARTWALL 2' WALL DISPLAY HUTCH FIXTURES. (NOTE: PLYWOOD STRIPS PROVIDED BY T.G. MILLWORK) (TYP ) IIIIFET I I I I I I I I .----TYP WALL STUD () I II 1 — -1I NOTES: N— FINISH FLOOR (TYP) I. DIMENSIONS ARE SHOWN FROM FINISH FLOOR TO CENTER OF FURRING STRIPS (TYP.) 2. G.G. TO SHIM PLYWOOD STRIPS A5 REQ'D TO PROVIDE PLUM SURFACE FOR MOUNTING OF STANDARD(5) IN ORDER TO PRODUCE A LEVEL SHELF SURFACE FOR PRODUCT DISPLAY Typical Section 1/2" = V-0" Smartwall 2 Blocking Details SCALE : VARIES F.R.T. WOOD ANCHORING BLOCKING, CONTINUOUSLY SECURE TO METAL STUDS' SIZE AS REQUIRED TOGGLE BOLT. GRAB BAR VERTICAL SEGTION Typical Blocking Elevation 1/2" = 11-0'I FOR ADDITIONAL SPECIFICATIONS REFER TO DETAILS ON SHEET S4.0 F.R.T. WOOD ANCHORING 1 1/2" BLOCKING, CONTINUOUSLY DIAMETER SECURE TO METAL STUDS. GRAB BAR. SIZE A5 REQUIRED MET WALLL FLANGE. RECEIVED CITY OF TUKWILA MAY302013 METALIT CENTER FLANG . 1 1/2" GRDIAMAB ETER BAR. NOTE: INSTALLATION MUST SUPPORT 300 LBS. DOWNWARD PULL. GRAB BAR HORIZONTAL SEGTION I. ALL TOILET ROOM FIXTURES AND CONSTRUCTION MUST COMPLY WITH LOCAL $ STATE BUILDING GODES, LOCAL $ STATE LAWS AND ACCESSIBILITY GUIDE LINES. 2. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORGE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF (22.2 N). FAUCETS SHALL GOMPLY WITH 4.21.4. LEVER -OPERATED, PUSH -TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS, IF SELF-CLOSING VALVES ARE USED THE FAUCET SHALL REMAIN OPEN FOR AT LEAST 10 SECONDS. 3. FLUSH CONTROLS TO BE MOUNTED ON WIDE SIDE OF TOILET AREA. (LONG LEAD ITEM WHEN ON RIGHT HAND SIDE) AS NOTED 111111111 111111 1111111111 111111 #644 Westfield South Center Seattle, WA STATE OF WA IINGTON 141,111 111111111, 111 NEW PENDANT 5P. HEAD AT TOILET ROOM YGI30b4D11& 05/Oq/I3 12:02 User: BILL U - LEASE DIMENSION NEW UPRIGHT SP. HEAD(5) AT STOGKROOM (TYP. OF 4) EXIT , 91'-6" - LEASE DIMENSION NEW -NEW 'T8' LIGHT FIXTURES IN STOGKROOM, GHAIN HUNG FROM DEGK ABOVE (TYP. OF 6) GYP. BD. CEILING AT 8'-O" A.F.F. rpm'%%%SSS:� .�sS�:SS�6JJ�S�FIZZ"ft i ilii'""'ilii 24'-0" ADJACENT TENANT NO CEILING, OPEN TO DEGK ABOVE NEW CONGEALED TYPE SPRINKLER HEADS AT SALES AREA (TYP. OF 12) 1 24'-O" NEW 2x WHITE 'ARMSTRONG' SUPRAFINE XL q/16" CEILING GRID THROUGHOUT SALES AREA IN/ 2x2 WHITE ARMSTRONG DUNE #1115 GEILING TILE WITH BEVELED TEGULAR EDGES (TYP) NEW 2'x2' AGOUST. CLC. AT II' -O" A.F.F. NEW f GYP. BD. SOFFIT AT 10'-6" A.F.F. NEW GYP. BD. SOFFIT AT 12'-0" A.F.F. f +'ilii"" " ' '""iii 'ilii' f"ilii '' l'l's 'iii' %/`'iii "ilii"' "ilii it ." " "ii'i""moo siii'' "illii,'" ii%r ''ilii 'ilii i ''ilii i i iuo i ''ilii i i nisi 'ilii i.i'ilXV": lio i ' J�"""JJJiJs:''"//J'"'J�GG"'"JJJ�'""'��j""JJJJ'Js�"'""//J""'"J«G"""'JJJJ�'"'"//"""'JJJJJ�""6JJ"""'-51-51-17"J.�J�'""��/""JJJJ1�'""/JJ""J�G�'""'J���'"'"/6/""JJJ�!"""'6J.�""""JJJ� '���"'""'>'�`:��„ ii NEW (11P.) 1' EQUAL 111 111111 A 0 6e ;/ n CORRIDOR c F iri'ilii''"i NEW 'EMS' PANEL NEW HVAG SUPPLY DIFFUSER(5) IN STOGKROOM, CHAIN HUNG FROM STRUGTURE ABOVE (TYP. OF 2) Preliminary Reflected Ceiling Plan `- NEW HVAG RETURN AIR GRILLE, (TYP. OF 2) REFER TO MEGHANIGAL DRAWINGS J« " 'iii" olii"" "ffif "JJ�ii" :"5. siiW 'J A ii ss'iiii#F Mull'"''''' OUTLINE OF NEW GROWN MOLDING AT PERIMETER OF TILE GEILING (TYP.) ADJACENT TENANT Ar JO' """i, W """ilii"" RI NEW TRACK AND HEAD LIGHT FIXTURE(5) (TYP) NEW HVAG SUPPLY DIFFUSER. REFER TO MEGHANIGAL DRAWINGS (TYP. OF 4) SCALE: 1/4" = 1'-0" 0 I' 2' STANDARD 1/4" STEEL WIRE 3" 0.G. GRIDWALL (WHITE) SUPPLIED BY YG AND INSTALLED BY GG 1/4" EYE SCREW WITH TOGGLE, FENDER WASHER AND HEX NUT, IN/ A 1/4" QUIGK LINK TYPICAL - PAINTED FLAT WHITE (TYP. OF 2) 4' Ceiling Mounted Graphic Grid Detail 5/8" TYPE 'X' GYP 517 GEILING FENDER WASHER AND HEX NUT (PAINTED WHITE) (6) MCMASTER-GARR EYE SGREWS (*ill -OSA -200) IN/ TOGGLE, FENDER WADI ER AND HEX NUT (PAINTED WHITE) (6) MCMASTER-CARR I/8 QUIGK LINK THREADED GONNEGTORS (#8q4 -1T14), PAINTED WHITE (TYP) ATTACHMENT DETAIL FOR SOFFIT NOTE: BOTTOM OF GRID SHOULD BE LOCATED @ 4" BELOW FINISHED CEILING SCALE : 1" = 1'-0" new INTERIORS gyro Ni Design 11 Talcott Notch Road Farmington, CT 06032 T. 860 • 678 • 1946 F. 860. 678. 7111 n nidesi g � nidesi .net © 2013 o„ LIGHT LOGATED IN CENTER OF GEILING TILE SPRINKLER HEAD LOCATED IN CENTER OF GEILING TILE (TYP) NOTE: WHITE GONGEALED SPRINKLER HEADS TO BE GENTERED WITHIN 24" X 24" PANEL OF GEILING TILE. D0 NOT PLAGE SPRINKLER HEADS WITHIN 12" OF TRACK. 2 Location Detail SCALE : 1" = 11-0" CONSULTANTS Project Management * Design 12035 COLWICK SAN ANTONIO, TX 78216 I�! ; lh ILII II III I!' sill � II u�l � u. III I �,� ii u°IMI°„�II!II�Ih��!c,�� 5.3.13 5.6.13 5.10.13 NEW MONOPOINT LIGHT FIXTURE(5) (TYP) 5'-0" REFER TO DRAWING A,2 FOR ADDITIONAL ELECTRICAL REIER 10 DRAWING L).1 I -OR ADDITIONAL CEILING INFORMATION LINE OF MALL BULKHEAD ABOVE (TYP.) SGONGE LIGHT FIXTURE, CENTER SCONCE AT 1-6" A.F.F. ON FACE OF MILLWORK GOLUMN (TYP. OF 2) NEW TRACK LIGHTING FIXTURE AT ENTRY 48" MARKETING GRID PER DETAIL (TYP. OF 2) Ceiling Symbols and Legend ` Description Remarks 12"` 12" 12" l 12" NEW - SUPPLIED AND INSTALLED BY TENANT. GEILING GRID MST BE IN PLAGE AND GEILING TILES AVAILABLE AT TIME OF SECURITY CONTRACTOR'S INSTALLATION. G.G. TO REGEIVE EQUIPMENT DELIVERY MS t I SD GEILING MOUNTED SMOKE DETEGTOR 1 I ry NEW - SUPPLIED BY TENANT, INSTALLED BY T.G.G. NEW NEW SPRINKIFR HEAD t CV cv RELOCATE LINES A5 REQ'D. REFER TO MEGHANIGAL DRAWINGS FOR MORE SPECIFICATIONS X EX LIGHT LOGATED IN CENTER OF GEILING TILE SPRINKLER HEAD LOCATED IN CENTER OF GEILING TILE (TYP) NOTE: WHITE GONGEALED SPRINKLER HEADS TO BE GENTERED WITHIN 24" X 24" PANEL OF GEILING TILE. D0 NOT PLAGE SPRINKLER HEADS WITHIN 12" OF TRACK. 2 Location Detail SCALE : 1" = 11-0" CONSULTANTS Project Management * Design 12035 COLWICK SAN ANTONIO, TX 78216 I�! ; lh ILII II III I!' sill � II u�l � u. III I �,� ii u°IMI°„�II!II�Ih��!c,�� 5.3.13 5.6.13 5.10.13 NEW MONOPOINT LIGHT FIXTURE(5) (TYP) 5'-0" REFER TO DRAWING A,2 FOR ADDITIONAL ELECTRICAL REIER 10 DRAWING L).1 I -OR ADDITIONAL CEILING INFORMATION LINE OF MALL BULKHEAD ABOVE (TYP.) SGONGE LIGHT FIXTURE, CENTER SCONCE AT 1-6" A.F.F. ON FACE OF MILLWORK GOLUMN (TYP. OF 2) NEW TRACK LIGHTING FIXTURE AT ENTRY 48" MARKETING GRID PER DETAIL (TYP. OF 2) Ceiling Symbols and Legend Sym. Description Remarks 1>E1 SEGURITY CAMERA NEW - SUPPLIED AND INSTALLED BY TENANT. GEILING GRID MST BE IN PLAGE AND GEILING TILES AVAILABLE AT TIME OF SECURITY CONTRACTOR'S INSTALLATION. G.G. TO REGEIVE EQUIPMENT DELIVERY MS MOTION SENSOR NEW - SUPPLIED AND INSTALLED BY TENANT SD GEILING MOUNTED SMOKE DETEGTOR NEIN AS REQUIRED, BY T.G.G. O GEILING MOUNTED SPEAKER NEW - SUPPLIED BY TENANT, INSTALLED BY T.G.G. NEW NEW SPRINKIFR HEAD RELOGATE/INSTALL NEV LINES A5 REQ'D. REFER TO MECHANICAL DRAWINGS FOR MORE SPECIFICATIONS REEL RELOCATED SPRINKLER HEAD RELOCATE LINES A5 REQ'D. REFER TO MEGHANIGAL DRAWINGS FOR MORE SPECIFICATIONS X EX EXISTING SPRINKLER HEAD EXISTING SPRINKLER HEADS AND LINES TO REMAIN. REFER TO MEGHANIGAL DRAWINGS FOR MORE SPEGIFIGATIONS Lighting Fixture Schedule Sym. Description Mfg Model Lamp A V SALES FLOOR HEAD GONTEGH GTL603A-P-2011 TGP LEDI1E26P3830KNFL LED 171 PAR38 FLOOD - 3000K D1 V SALES FLOOR MONOPOINT GONTEGH GTL603A-P-20W LAISP TGP LEDI1E26P3830KNFL LED I1W PAR38 NARROW FLOOD - 3000K E1 LED WHITE THERMOPLASTIG EXIT SIGN LIGHTALARMS NAQLXN500R-N 120 LED (INCLUDED) COMBINATION BATHROOM EXHAUST FAN AND LIGHT BROAN 6q6 100W GFL FL oG 6" REGESSED DOWNLIGHT WITH WHITE TRIM GONTEGH RL38-20W g GTR300I-WHT TGP LEDIgE26P3830KNFL LED 11V PAR38 FLOOD - 3000K CHAIN HUNG 'T8' FIXTURE AT STOCKROOM MERCURY MM-232-OGT-G-ELBL-UNI PHILIPS F32T8/ADV835/XLL (2) L L LORI INTERIOR MALL SGONGE HUBBARTON FORGE 20-6251 120 PHILIPS 213101/2 END/GL 2100K X2 SALES FLOOR 2 -HEAD GLC. MOUNTED EM. LIGHT FIXTURE WITH INTEGRAL BATTERY GONTEGH EL2HAION SELF CONTAINED HALOGEN LAMP ' e:11 STOCKROOM 2 -HEAD EMERGENCY LIGHT PACK LIGHTALARMS LGA -250 120 5.4 WATT HALOGEN (INGLUDED) ISSUED TO CLIENT FOR FINAL REVIEW ISSUED TO LANDLORD FOR FINAL REVIEW ISSUED FOR BID $ PERMIT Reflected Ceiling Plan and Details 5.10.13 w j k EwCallel: AS NOTED Sprinkler Notes SCOPE OF WORK: MODIFY SPRINKLERS PER CODE I. G.G. SHALL GONTRAGT W/ A LIGENSED FIRE PROTEGTION CONTRACTOR APPROVED BY THE LANDLORD, IF REQ, FOR THE MODIFIGATIONS TO THE EXISTING SYSTEM AS REQUIRED TO COMPLY IN/ APPLIGABLE GODES. 2. FIRE PROTECTION GONTRAGTOR SHALL COMPLY IN/ ALL NATIONAL, STATE, AND LOGAL FIRE PROTECTION REQUIREMENTS INCLUDING, BUT NOT LIMITED TO, NFPA q6. 3. FIRE PROTECTION PLANS MUST BE ENGINEERED AND WET SEALED BY A LICENSED REGISTERED FIRE PROTECTION ENGINEER IN THE GOUNTY, GITY, AND STATE WHERE PROJEGT 15 LOGATED A5 REQ. 4. TENANT'S SPRINKLER SYSTEM SHALL BE TESTED IN AGGORDANGE W/ NFPA 13 AND SHALL BE WITNE SCD BY THE LOCAL FIRE MARSHAL AND LANDLORD'S REPRESENTATIVE. 5. UPON COMPLETION OF ALL SPRINKLER SYSTEM MODIFICATIONS AND TESTS, G.G. SHALL SUBMIT A WRITTEN GERTIFIGATE TC LANDLORD STATING THAT TENANT'S SPRINKLER SYSTEM HAS BEEN INSPECTED AND APPROVED. 6. G.G. SHALL GOORDINATE THE LOCATIONS OF FIRE SPRINKLER HEADS W/ LIGHTING LAYOUT, MEGHANIGAL LAYOUT * W/ ANY DUCTWORK OR GEILING OBSTRUGTIONS. SPRINKLER HEADS SHALL BE GENTERED BETWEEN OR ALIGNED IN/ LIGHT FIXTURES NOTIFY YANKEE GANDLE OR ARGHITEGT OF QUESTIONABLE LOGATIONS FOR VERIFIGATION PRIOR TO INSTALLATION. 1. PROVIDE SPRINKLERS ABOVE * BELOW HARD GEILING AREAS, AS REQ. BY LOGAL GOVERNING BODY. S. ANY SPRINKLER LOGATIONS SHOWN ARE FOR DESIGN INTENT ONLY. G.G. SHALL SUBMIT SPRINKLER DRAWINGS TO ALL PARTIES HAVING JURISDIGTION AND SHALL OBTAIN ALL APPLIGATIONS, PERMITS, AND PAY ALL RELATED FEES. q. G.G. TO SUBMIT SPRINKLER SHOP DRAWINGS FOR REVIEW AND APPROVAL TO ARCHITECT PRIOR TO INSTALLATION. ALL INSTALLATION SHALL BE PER APPROVED SHOP DRAWINGS. Ceiling Notes (AS APPLICABLE) I. PROVIDE REVEAL EDGE TO ANY GEILING TILE EDGE THAT 15 GUT TO FIT INTO THE GEILING GRID. 2. UPON GOMPLETION OF GEILING INSTALLATION, GG IS TO LEAVE 2 GASES OF EACH TYPE OF GEILING TILE IN STORE FOR FUTURE USE. 3. MEGHANIGAL AND LIGHT FIXTURES FOR SUSPENDED GEILINGS ARE TO BE GONNEGTED TO ONE (I) VERTICAL 12 GA. WIRE ATTAGHED TO OPPOSING GORNERS ALONG THE FIXTURE'S DIAGONAL. THESE WIRES MAY BE SLACK. PROVIDE PERIMETER WIRES 8 INCHES OUT FROM THE WALL AS REQUIRED. 4. ALL EXITS SHALL BE PROVIDED WITH SELF ILLUMINATED EXIT SIGNS HAVING 6" LETTERS WITH 3/4" STROKES IN CONTRASTING GOLORED LETTERS. 5. SEE MEGHANIGAL AND ELEGTRIGAL DRAWINGS FOR SYMBOL LEGEND. 6. REFER TO DETAIL © FOR LIGHT LOCATIONS IN GEILING TILES A5 APPLIGAPLE. 1. G.G. TO VERIFY WITH LANDLORD, METHOD OF ATTAGHMENT FOR ALL ITEMS ANCHORED TO, OR SUSPENDED FROM THE EXISTING STRUGTURE. S. THE LOCATION AND TYPE OF LIGHT FIXTURES SHALL BE A5 INDIGATED ON THE REFLECTED GEILING PLAN (THIS SHEET). REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL FIXTURE TYPE AND GIRGUITING. GONTAGT YANKEE GANDLE PROJECT MANAGER IF THERE ARE ANY DISCREPANCIES. q. REFER TO MEGHANIGAL DRAWINGS FOR MEGHANIGAL DUGT DISTRIBUTION SYSTEM. 10. ELEGTRIGAL GONTRAGTOR TO GOORDINATE MOUNTING OF LIGHT FIXTURES WITH GEILING TYPE. II. GOORDINATE ANY NEW ROOF PENETRATIONS WITH LANDLORD AND LANDLORD'S ROOFING CONTRACTOR. 12. ALL STRUCTURAL FRAMING, HANGERS, CHANNELS, RODS AND OTHER MISCELLANEOUS SUPPORT STEEL SHALL BE PROVIDED BY THE G.G. AS NECESSARY FOR PROPER SUPPORT OF SUSPENDED/SUPPORTED EQUIPMENT AND SHALL BE FASTENED TO STEEL, GONGRETE, OR MASONRY. G.G. TO GOORDINATE THE INSTALLATION OF ALL EQUIPMENT. 13. THE G.G. SHALL SET ALL GEILING AND SOFFITS USING A LASER LEVEL TO ACHIEVE A GEILING THAT 15 PLUMB, LEVEL, AND SQUARE TO ALL WALLS AND SOFFITS. 14. ALL NOTED GEILING DIMENSIONS ARE INDICATED A5 GLEAR ABOVE FINISHED FLOOR DIMENSIONS. VERIFY THICKNESS OF FLOOR GONSTRUGTION WITH FLOORING SUBCONTRACTOR PRIOR TO THE INSTALLATION OF ANY NEW GEILING CONSTRUCTION IN ORDER TO ACHIEVE NOTED REQUIRED DIMENSIONS. 15. SEE A-2 FOR WALL GONSTRUGTION LEGEND. 16. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL REQUIREMENTS. 11. G.G. TO PROVIDE NECESSARY BLOGKING AND BRACING FOR FIXTURE INSTALLATION AND ALL ELECTRICAL GOMPONENTS TO GOMPLETE THE FINAL INSTALLATION OF ALL FIXTURES - GOORDINATE WITH FIXTURE GONTRACTOR. IS. G.G. TO COORDINATE FINAL QUANTITY, LOCATION, AND SIZE OF 'IPMENT REQUIREMENTS AND LOGAL JURISDIGTION. REV E R Iq. GEILING MATERIAL SHALL BE "GLASS A" RATED. 20. FOR DIMENSIONED LOGATION OF LIGHTING TRACK - SLE A.4 21. FIXTURES SHOWN DASHED - FOR REFERENCE ONLY. 19' 0 CODE COMPLIANCE RECEIVED APPROVED OF TUKWILA JUN 13 2013 City of Tukwila MAY 302013 PERMIT CENTER #644 ;I;J!CI°;IIIA;" Ri"h i!iill';; #204 Westfield South Center Seattle, WA 'IP!'I'.. 1,647 II040 ;114ij1'I'll 13064 '11111„IU BUILDING DIVISION 1111111111111111111111111111111111111111111 1111111111111111 11111 11111111 REGI ARC I1r E ITEC ,JIMMY L.. PO4 -RS STATE OF WAS! IIiNGTON 111111 1111111111111111 1111111, 1111111111111 - LEASE DIMENSION 1I' -O" 24'-0 91'-6" - LEASE DIMENSION 24'-0" EXIT CORRIDOR AirAr Ar Ar i / NEW HC TOILET ROOM \\ to /1 ..... Air /V �............ liq�,1 lli„_ li fiD CFN-29) 48"x24" MA1 ESK RS NEW 'EMS' PANEL Fixture Plan SCALE: 1/4" = 1'-0" (N-39) (N-39) NEW H.G. LAV 1700R WITH UNISEX SIGN. SEE DETAIL 4/A.5 R/M AI LADDER Ay Ar 41" IQ I lir w ADJACENT TENANT ............ �........`..o 7"i Z Z 'AAA' Zff, ZZA:' 5.5 VA'3Gff". "��/ (TYP) MI M 0 I' 2' 4' n z HUTCH END HUTCH CENTER n HUTCH CENTER C N-40) IT -7 I I i I L-1 5'-0" 6' 2 1/2" IFN -43 z HUTCH CENTER HUTCH CENTER (FN -9 13 Air ArAir Air Air Airor Ar Aor q. N-40) CH> (T P) I6'-0" (FN -9 HUTCH RIGHT HUTCH CENTER HUTCH CENTER HUTCH CENTER HUTCH CENTER HUTCH CENTER (FN -4 ) HUTCH CENTER (TYP) HUTCH CENTER HUTCH CENTER (TYP) (F N-4 ) HUTCH CENTER HUTCH CENTER 24'-O" HUTCH CENTER Ar Ar CFN-4) (FN -14) HUTCH CENTER HUTCH CENTER TYP. THROUGHOUT SALES AREA HUTCH CENTER HUTCH CENTER HUTCH RIGHT HUTCH LEFT (FN-io) ■ SSf%35� �`37'5�7"'".����I/.ZZ✓SS�����6"A' A. .GZ..J" SS/.%L:�/Z.:0" '4,2ZZZ�SS��` ADJACENT TENANT 8' AGGE55IBLE PORTION OF GOUNTER PER 404.4, IN ACCORDANCE WITH PARALLEL APPROACH PER '104.4.1, AND OBSTRUCTED HIGH REACH COMPLYING WITH 3083.2 AND FIG. (a) PLAN CASHWRAP NOTES PREDRILLED HOLES FOR CREDIT CARD CABLES (n'P,) ACCESSIBLE PORTION (TYP. OPPOSITE SHOWN DASHED), AS APPLICABLE PER LAYOUT FRONT AXON SLIDING DRAINERS BACK AXON NOTE: MAX. AREA OF ALLOWABLE OBSTRUGTION (SHOWN SHADED) PROPOSED OBSTRUCTION = 85", 85' < 10" OK PER FIG. 3013.3.2(a) I. G.G. TO HAVE "KNOCKOUTS" PUNCHED OUT FOR CABLING TO BE RUN THROUGH ENTIRE GASHWRAP UNIT PRIOR TO CASHWRAP EQUIPMENT CONTRACTOR'S INSTALLATION. 2. G.G. TO DRILL HOLES FOR PIN PADS PRIOR TO GASHWRAP EQUIPMENT GONTRAGTOR'S INSTALLATION 3. G.G. TO BE ON SITE TO RECEIVE GASHWRAP EQUIPMENT DELIVERY. 4. G.G. TO PROVIDE (3) 3/4" GONDUITS TO PHONEBOARD FOR TELEPHONE/DATA GABLING. 5. POWER MUST BE ACTIVE PRIOR TO GASHWRAP GONTRAGTOR'S INSTALLATION. Typical Cashwrap Details SCALE : NOT TO SCALE ADJACENT CORNER (5) DOUBLE -PRONG GOAT HOOKS "12" 0 0 0 0 364 re. 1/2" t COUNTER t 4-I0r' MAX. SECTION THRU ACCESSIBLE PORTION OF COUNTER NOTE: REFER TO PLAN FOR CONFIGURATION AND ORIENTATION 4'-0"24" 12" "B" SECTION "A" ELEVATION SIDE RAILS BEYOND (TYP.) G.G. TO PROVIDE 1/2" A I/2" METAL ANGLE ENTIRE LENGTH OF SHELVES. METAL SHELVING: 'TENNSCO', TYPE Z -LINE SHELVING SYSTEM, COLOR:SAND Coat Hook Mounting Detail 6 Desk and Safe Details SCALE : 1/4"= 1I-0" SCALE : NOT TO SCALE new INTERIORS LTD Ni Design esi n g 11 Talcott Notch Road Farmington, CT 06032 T. 860 • 678 - 1946 F. 860. 678. 7111 nidesign@nidesign.net © 2013 G.G. TO DRILL 3/8" DIA. HOLES 2" DEEP INTO CONCRETE TO ACCEPT CONCRETE ANCHOR BOLTS. 10'-2" (GOUN 1 t_KTOP WIDTH) 5'-0" 5'-0" FRONT ELEVATION PLAN BACKWRAP NOTE G.G. TO VERIFY SIDE/END PANEL(5) HAVE FINISHED SIDE FADING OUTWARD. NO SCREW HOLES VISIBLE. (TYP. ON BOTH SIDES) Backwrap Details SCALE : NOT TO SCALE LINE OF SAFE (TYP) "C" PLAN SAFE PLAN NOTE: SAFE WEIGHT: 220Ibs., 751bs./S.F. (SUPPLIED BY YGC) CONSULTANTS 10 014 NOTE: FOR HUTCH BLOCKING INFORMATION REFER TO DETAILS 2/A.3 AND 4/S4.0 '113 111' 31 '1,,."1',,i111.111,,.1 36" (TYP) • 3" FRONT ELEVATION 8'-0" A.F.F. BTM. OF SIGN 1-6" A.F.F. TOP OF PANELS 1-1 NEW TENANT SUPPLIED 'ROSE' NON -ILLUMINATED GRAPHIC DISPLAY PANEL(S), INSTALLED BY G.G. (TYP. OF 3) LOGO NOTES I. SIGN BOARD TO BE CENTERED ABOVE GASHWRAP. WITH GRAPHIG PANELS GENTERED BELOW. T.G.G. TO GOORDINATE FINAL POSITIONING WITH YGGPM PRIOR TO INSTALLATION 2. 18" X IO' -0" X 6" SIGN BOARD PROVIDED BY SIGN VENDOR, INSTALLED BY GG (BLOCKING PROVIDED BY GC) Logo with Graphic Panels SCALE : NOT TO SCALE G.G. TO INSTALL OWNER FURNISHED LADDER HOOKS. A5 REQ'D FOR LADDER TO BE 2" MAX. ABOVE FINSIHED FLOOR (I - 1 1/2" 15 PREFERRED) TO SECURE LADDER FINISH FLOOR Ladder Hook Detail 12035 COLWICK Project Management * Design SAN ANTONIO, TX 78216 1r,.'41111:aU 5.3.13 5.6.13 5.10.13 4'-0" SIGN NOTES MALL COMMON AREA I. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. 2. IDENTIFICATION SYMBOLS ARE TO BE ON WALL ADJACENT DOOR 60" ABOVE FLOOR AND ARE TO BE DISTINCTLY DIFFERENT FROM DOOR AND WALL IN COLOR AND CONTRAST. 3. PROVIDE ROOM IDENTIFICATION SIGN ON LATCH SIDE OF DOOR. 4. LETTERS 3 NUMBERS ON SIGNS SHALL BE RAISED I/32" MIN., SHALL BE A MIN. OF 5/8" HIGH 4 SHALL BE SANS -SERIF UPPERCASE CHARACTERS. A.D.A. SIGNAGE ACCOMPANIED BY GRADE 2 BRAILLE. 5. REGULATORY SIGNS TO BE TYPICALLY ADA COMPLIANT TACTILE 3-D PLAQUES PER CODE REQUIREMENTS. b. SIGNS TO BE A TYPICAL ONE PIECE INJECTION MOLDED FABRICATION WITH RAISED SECOND SURFACE GRAPHICS. 1. SIGN TO BE A GUSTOM DOLOR TO MATCH PMS 262G WITH WHITE GRAPHICS. 8. BRAILLE SHOWN 15 FOR PLACEMENT ONLY. USE CORRECT BRAILLE FOR SIGN PRODUCTION. q. 3D TACTILE PLAQUES GAN BE OBTAINED FROM AMERICRAFT CORPORATION (SIGN LANGUAGE) q04 4TH STREET WEST PALMETTO, FL 34221 PH# 1-800-237-3884 FAX 1-813-123-2452 ADA ROOM IDENTIFICATION SIGN (I/4" THK) DOOR MOUNTED 516N (I/4" THKJ (CALIFORNIA ONLY) LATCH SIDE OF DOOR [061 [&J GRADE 2 BRAILLE ADA SIGNS DOOR MOUNTED SIGNS ADA Signage and Mounting Details SCALE : NOT TO SCALE TOP EDGE OF GRID TO BE MOUNTED AT 6'-6" A.F.F. FINISH FLOOR NOTES I. G.G. TO SUPPLY WIRE GRID - "GLOSETMAID SUPERSLIDE 48"x12" VENTILATED WIRE SHELF", MODEL# 4114 (HOME DEPOT SKU# 8133q8) OR APPROVED EQUAL AND NEGESSARY MOUNTING HARDWARE. 2. MAXIMUM SIZE OF GRID TO BE 48" W. x 24" H. 3. G.G. TO INSTALL WIRE GRID ON MOST AGGESSIBLE WALL TO ALLOW FOR EXTENSION HOOKS AND OTHER LIGHT WEIGHT AGGESSORIES TO BE HUNG. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 13 2013 City of Tukwila BUILDING DIVISION Wire Grid Detail SCALE : NOT TO SCALE pmol r ISSUED TO CLIENT FOR FINAL REVIEW ISSUED TO LANDLORD FOR FINAL REVIEW ISSUED FOR BID ff PERMIT na ? 5.10.13 #8 PAN -HEAD WOOD SCREW TO BE UTILIZED FOR INSTALLATION (TYP.) TABLE TOP FIXTURE LEGEND TAG FIXTURE DESCRIPTION TAG FIXTURE DESCRIPTION ® SPINNER RACK (FN -16) 3 TIER ETAGERE - QTY 1* ® 24" TABLE Gm DOUBLE ETAGERE ® 36" TABLE (FN -19) 122" W. x 14 1/2" D. BACKWRAP (FN -4) 48" TABLE FRAMED MIRROR ® OVAL TABLE (FN -30) MANAGERS DESK (FN -9) COMBO MERCHANDISE UNIT ® 4' GEN 5 STOCKROOM UNIT (FN -10) FEATURE UNIT (FN -38) TABLE LEG LADDER ACCESSORY - QTY 36** ® STAGGERED RISER (FN -39) SLATWALL AT STOCKROOM (NO METAL INSERTS) ® HIGH RISER (FN -40) REGISTER SURROUND (FN -14) LEVEL RISER FN -43 FULL CENTER SECTION WITH BAG CART CED 4 TIER ETAGERE - QTY 6* ADA COUNTER (FN -45) *NOTE: FIXTURE NOT INDICATED ON PLAN, QUANTITY LISTED ABOVE ON FIXTURE WITH YGGPM LEGEND. T.G.G. TO COORDINATE LOCATIONS ** NOTE: TABLE LEG LADDER ACCESSORY NOT INDICATED ON PLAN, QUANTITY LISTED INSTALLATION REFER TO DETAIL '1/A.5 ABOVE ON FIXTURE LEGEND. FOR NOTE: ALL WALL DISPLAY HUTCHES TO BE SMARTWALL 2 0 Fixture Key Notes I. GG SHALL UNPACK it ASSEMBLE ALL TABLES (TABLES SUPPLIED BY YANKEE CANDLE) 2. ALL MILLWORK NAIL HOLES SHALL BE FILLED / HIDDEN. 3. T.G.G. MUST CONTACT THE PROJECT MANAGER FOR CURRENT FIXTURE SHELF HEIGHTS PRIOR TO INSTALLATION. 4. SEE ELECTRICAL DRAWINGS FOR REGEPTAGLE / POWER REQUIREMENTS. 5. FOR WALL HUNG FIXTURES, FIXTURE TO BE CENTERED ON THE WALL UNLESS NOTED OTHERWISE. 6. REFER TO PERIME 1 Ek HUTCH INSTALLATION GUIDELINES PRIOR TO INSTALLATION FOR PERIMI_1 L -IK HUTCH FIXTURES. 1. LEASE LINE PER LANDLORD'S LEASE OUTLINE DRAWINGS. 8. (5) DOUBLE PRONG GOAT HOOKS - MOUNT (4) AT 5'-0" A.F.F. AND (I) AT 4'-0" A.F.F. TO CENTER, REFER TO DETAIL 5/A.5. '1. PERIMETER HUTCH WALL SYSTEM, FO.IG - SEE PERIME 1 ER FIXTURE MANUAL AND INSTALLATION GUIDELINES PRIOR TO INSTALLATION. T.G.G. TO UTILIZE MANUFAGTURER'S LEVEL LEGS TO LEVEL FIXTURES A5 REQ'D. 10. NEW UNISEX RESTROOM, PROVIDE NEW GRAB BARS WITH BLOCKING, FRP TO 48" A.F.F., STANDARDS WITH 51 ELVES, TOILET PAPER ROLL HOLDER AND PAPER TOWEL HOLDER. REFER TO HG LAV. DETAILS I/A.3. II. STOCKROOM STORAGE SHELF SYSTEM, FO.IG. SCREW ATTACH TO WALL STUD THROUGH REAR TOP SHELF RAIL (2 WALL STUDS MIN. PER UNIT). DO NOT U5E WOOD LEDGER STRIP. BOLD UNIT TO FLOOR PER MANUFACTURER'S RECOMMENDATION. 12. STOCKROOM 51ICLVIN& WALL SYSTEM, FO.IG. 13. PROPOSED FIRE EXTINGUISHER LOCATION. FIRE EXTINGUISER SHALL BE RATED: 2A-I0B:G. GG TO CONFIRM THAT TYPE AND LOCATION ARE ACCEPTABLE TO LOCAL FIRE DEPARTMENT PRIOR TO INSTALLATION. 14. INSTALL WAINSCOT PANELING (BEADBOARD) ©.N TOP OF NEW BASE WITH CHAIR RAIL ABOVE. REFER TO ELEVATIONS ON A.3. 15. G.G. TO INSTALL OWNER FURNISHED LADDER HOOKS A5 REQ'D FOR LADDER TO BE MAX. OF 2" ABOVE FINSHED FLOOR (I" - 1 1/2" 15 PREFERRED) TO SECURE LADDER. REFER TO DETAIL 1/A.5 16. G.G. TO HAVE. "KNOCK OUTS" PUNCHED OUT FOR CABLING TO BE RUN THROUGH ENTIRE GASHWRAP UNIT AND HOLES DRILLED. FOR PIN PADS PRIOR TO GASHWRAP EQUIPMENT CONTRACTOR'S INSTALLATION. G.G. TO BE ON SITE TO RECEIVE GASHWRAP EQUIPMENT DELIVERY. REFER TO DETAIL I/A.5 11. G.G. TO COMPLETE SECURITY SHELVING INSTALLATION PRIOR TO SECURITY EQUIPMENT CONTRACTOR'S INSTALLATION. G.G. TO BE ON SITE TO RECEIVE SECURITY EQUIPMENT DELIVERY. REFER TO DETAIL 2/E.2 18. G.G. TO INSTALL (3) GRAPHIC DISPLAY FRAMES WITH LOGO ABOVE BACKWRAP. REFER TO DETAIL 3/A.5 I'1. G.G. TO SUPPLY AND INSTALL METAL GRID ON TOILET ROOM WALL. REFER TO DETAIL 8/A5. General Fixture Notes I. PROPRIETARY NAMES IDENTIFYING ITEMS OF WORK ARE USED SOLELY TO DESCRIBE THE STANDARD OF THE PROJECT OR THE COLOR OF THE FINISH. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR WRI 1 1 EN APPROVAL FROM YANKEE CANDLE PROJECT MANAGER. A SCHEDULE OF ITEMS TO BE SUBMITTED FOR CONSIDERATION OF APPROVAL SHALL BE ATTACHED TO THE BID BREAKDOWN SHEET WITH A FINAL GUT SHEET PROPOSAL FOR SUBMITTAL TO YANKEE CANDLE PROJECT MANAGER FOR FINAL WRITTEN APPROVAL WITHIN 3 DAYS OF PROJECT START. 2. THE G.G. SHALL SUPPLY ALL MATERIALS, LABOR AND GOORDINATION REQUIRED FOR THE INSTALLATION OF ALL YANKEE CANDLE SUPPLIED ITEMS A5 DESCRIBED IN THE DOCUMENTS. 3. PROVIDE FRT BLOCKING AND BACKING AS DEFINED IN SPECIFICATIONS EXISTING WALLS AND NEW WALLS FOR ALL CASEWORK, SHELVING, COUNTERTOPS, TOILET ACCESSORIES AND F010 ITEMS WHERE REQUIRED. 4. LEVELING JACK LEGS ARE TO ONLY BE USED TO LEVEL THE BASE DECK. ONCE LEVEL, THE T.G.G. SHALL INSTALL WOOD SHIMS. THE JACK LEGS SHALL NOT BE USED FOR PERMANENT SUPPORT OF THE FIXTURES. THE WOOD SHIMS SHALL NOT BE VISIBLE ONCE WORK IS COMPLETE. TABLE SKIRT TOP EDGE OF LADDER GRID TO BE POSITIONED UP AGAINST THE UNDERNEATH OF TABLE TOP ' OUTER OF LADDER 'GRID TO BE MOUNTED FLUSH WITH OUTER EDGE OF DISPLAY TABLE LEG TABLE LEG LADDER GENERAL NOTES I) TG MILLWORK PART ##61.20.0126 2) TG MILLWORK INCLUDES #8 PAN -HEAD SCREWS ALONG WITH EACH LEG LADDER FIXTURE TABLE LEG LADDER INSTALL NOTES 1) ALL INTERIOR SALES FLOOR TABLES RECEIVE LEG LADDERS, EXCEPT FOR OVAL TABLE 2) EACH INTERIOR TABLE RECEIVES FOUR LEG LADDERS MOUNTED TO FACE OF TABLE LEG AS SHOWN ON DRAWING 3) A WINDOW TABLE NESTING SET TYPICALLY CONSISTS OF A 4', 3' 8 2' TABLE. THE 2' TABLE DOES NOT RECEIVE LEG LADDERS. THE 4' 8 3' TABLES EACH RECEIVE TWO LEG LADDERS MOUNTED TO THE FACE OF THE TWO BACK LEGS OF TABLE. Table Leg Ladder Detail SCALE : NOT TO SCALE Figure Plan W j k 1: AS NOTED 4,33 3/4"i, FRONT ELEVATION RECEIVED CITY OF TUKWILA kAy 3U2013 PEHMIT CENTER R PLAN ADJACENT GORNER GG TO INSTALL 50 LB RATED SELF -DRILLING ZING DRYWALL ANGHORS WITH ##8 X 1 1/4" SHEET METAL SCREWS IN DEMISING WALL OUTLINE OF MILLWORK MIRROR Framed Mirror Details SCALE : NOT TO SCALE #644 Westfield South Center Seattle, WA #:#204 . 1,647 ,IIh,.,,,Gl; �`: 13064 °'9869 REGISTER: ARCIH T JIMMY L. P WL=RS STATE OF WASIIINGTON II 111111111111111111111111.1111111111111111111111111111 11111111111111 91' " - LEASE DIMENSION 11'-0" 24'-0 24'-O" ADJACENT TENANT 24'-O" 541-I"± 18'-0° - LEASE DIMENSION EXIT CORRIDOR NEW 'EMS' PANEL 1/i--)- ��-- / NEW HC TOILET ROOM ) TYPICAL AT HUTCH BASE, REFER TO ELEVATIONS ON DRAWING A3 NO FLOORING UNDER MILLWORK (TYP) INSTALL NEW OR REFURBISH AND PATCH EXG. MALL TILE AS REQ'D AT STOREFRONT. COORDINATE TILE PURCHASE SPEC. AND INSTALLATION WITH LANDLORD (TYP. AT STOREFRONT) EXISTING VGT AT EXISTING STOCKROOM TO BE REUSED. T.G.G. TO PROFESSIONALLY GLEAN, PATCH AND REFURBISH AS REQUIRED KEEP FLOOR CLEAR /�'f/f /f/ /77-/07/ ."//7 INSTALL FLOOR DECAL, SEE DETAIL Flooring and Finish Plan EXISTING CARPETING IN EXG. FITTING ROOM AREA TO BE REMOVED (SHOWN SHADED). T.G.G. TO EXTEND EXG. STOCKROOM VGT A5 REO'D FOR NEW STOCKROOM AREA AND NEW SALES AREA WALL CONFIGURATION. //ifif5�•f'/f/ffiY`/f/f//f/fi57 YY�f'.f'f�f//f/rYif/�ffif1 ik NO FLOORING UNDER MILLWORK (TYP) TYPICAL AT HUTCH BASE, REFER TO ELEVATIONS ON DRAWING A3 (TYP) FOR TYPICAL FLOORING PATTERN, REFER TO DETAIL ,„/7 IT -II 1/2" ADJACENT TENANT 36'-I" (HUTCH DISPLAY UNITS) SCALE: 1/4" = 1'-0" new INTERIORS LTD 0 I' 2' 4' 8' FINISH SCHEDULE TAG O MATERIAL MANUFACTURER DESCRIPTION / SERIES COLOR LOCATION RATINGS REMARKS ACT ACOUSTIC GEILING TILE ARMSTRONG SQUARE LAY -IN 4 TEGULAR (FINE TEXTURE) DUNE *1115 (WHITE) SALES CEILING NFPA 101 'GLASS A FSI 0-25 SDI 0-50 24" x 24" x 5/8" WITH q/16" BEVELED TEGULAR EDGE(5), ACOUSTIC PROPERTIES, NRG - 0.50 4 GAG - 35 GI CARPET MATS INC WALK OFF MAT SUPER NOP 52 TILE - GRIJIS/CHARCOAL WALK OFF AREA AT ENTRY NA Iq 11/16" x Iq' 11/16" GMI GROWN MOLDING BY VENDOR POPLAR P5 PERIMETER SALES CEILING NFPA 101 'GLASS G' F51 76-200 SDI 0-450 PRIMER PLUS (2) COATS BY GG CM2 CROWN MOLDING BY VENDOR POPLAR PREFINISHED - P5 HUTCH DISPLAY UNITS NFPA 101 'CLASS G' F51 76-200 SDI 0-450 INSTALLED BY GG, PER MANUFACTURERS REGOMENDATIONS AT HUTCH DISPLAY UNITS GTI CERAMIC TILE CROSSVILLE CERAMICS RANDOM STRONG SERIES VSI05 NERO STOREFRONT ENTRY FLOOR SLIP GOEF 0.8-0.6 WET THINSET APPLICATION - SCRIBE IN FIELD A5 REQUIRED GT2 CERAMIC TILE CROSSVILLE CERAMICS 12" x 12" STRONG SERIES V5105 NERO STOREFRONT WALL AND BASE NA THINSET APPLICATION - SCRIBE IN FIELD A5 REQUIRED GT3 CERAMIC TILE DALTILE 12" x 12" CLIFFPOINTE MOUNTAIN GP 85 ENTRY FLOORING, STOREFRONT WALL AND BASE NA THINSET APPLICATION - SCRIBE IN FIELD AS REQUIRED GTI GROUT MAPEI 41 CHARCOAL STOREFRONT ENTRY FLOOR NA 1/4" GROUT LINES PI PAINT BENJAMIN MOORE FLAT READY MIXED - DECORATORS WHITE GYP. BD. CEILINGS NA PRIMER PLUS (2) GOATS BY GC P2 PAINT BENJAMIN MOORE EGGSHELL INTERIOR HAZY SKIES OG -48 SALES AREA WALLS NA PRIMER PLUS (2) GOATS BY GC P3 PAINT BENJAMIN MOORE OIL BASED INTERIOR READY - MIXED LINEN WHITE METAL DOOR FRAMES NA PRIMER PLUS (2) GOATS BY GC P4 PAINT BENJAMIN MOORE EGGSHELL FINISH INTERIOR READY - MIXED LINEN WHITE TOILET ROOMS NA PRIMER PLUS (2) COATS BY GG P5 PAINT BENJAMIN MOORE SATIN FINISH INTERIOR READY - MIXEDINEN L WHITE GROWN MOLDING NA PRIMER PLUS (2) COATS BY GG WBI WOOD BASE BY VENDOR 1/2" X 4" POPLAR PREFINISHED SALES AREA BASE NFPA 101 'GLA55 G' FSI 76-200 SDI 0-450 INSTALLED BY GG PER MANUFACTURERS RECOMMENDATIONS, @ EXPOSED WALLS 1152 WOOD BASE BY VENDOR 1/2" X 6" POPLAR PREFINISHED STOREFRONT COLUMNS NFPA 101 'GLASS G' F51 76-200 SDI 0-450 INSTALLED BY GG PER MANUFACTURERS RECOMMENDATIONS, o COLUMN BASES WB3 WOOD PLANKS MATSING/FLOORWORKS 4" X 36" PLANK G11 -MT -18-I MEDIUM DISPLAY HUTCH BASE NFPA 101 'GLASS A' FSI 0-25 SDI 0-450 GC SHALL APPLY: MS SEAL (HIGH GLOSS POLYEURETHANE FINISH) AND MS GLEAN WFI WOOD PLANKS MATSINC/FLOORWORKS 4" X 36" PLANK GW -MT -18-1 MEDIUM SALES AREA FLOORING NFPA 101 'GLASS A' FSI 0-25 SDI 0-450 UNLESS NOTED OTHERWISE, FLOORING TO BE LAID IN PARALLEL TO THE STOREFRONT IN A STAGGERED PATTERN - APPLY MANUALLY API- KOVED WAX SPECIFICATION TSI TRANSITION STRIP SGHLUTER VARIES (REFER TO TRANSITION DETAILS ON SHEET A.6) BRUSHED ALUMINUM REFER TO PLAN ON Ah NA NEW TRANSITION STRIPS BY SUPPLIED/INSTALLED BY GC VTI VINYL TILE ARMSTRONG STANDARD EXCELON - 12"X12" 5I83q FORTRESS WHITE BACKROOM/TOILET ROOM FSI 0-25 REFER TO FLOORING/FINISH PLAN ON SHEET A 6 V51 VINYL BASE JOHNSONITE 4" BASE Oq CLAY BACKROOM/OFFIGE F5I 0-25 OR APPROVED EQUAL WG BEADBOARD BY VENDOR MDF PREFINISHED - P5 GASHWRAP / BAGKWRAP NFPA 101 'CLASS A' F5I 0-25 SDI 0-450 INSTALLED BY G.G. PER MANUFACTURER'S RECOMMENDATIONS AT GASHWRAP / BAGKWRAP AREA. REFER TO PLAN ON AS AND ELEVATIONS ON A.3. NOTE: REFER TO 'CONTRACTOR RESPONSIBILITIES NOTES' ON A,0, FOR INFORMATION REGARDING FINISH MATERIAL(S) APPROPRIATIONS TO BE LEFT AT STORE AT THE END OF CONSTRUCTION Ni Design 11 Talcott Notch Road Farmington, CT 06032 T. 860 • 678 • 1946 F. 860 • 678 • 7111 nidesign@nidesign.net © 2013 CONSULTANTS 12035 COLWICK Project Management * Design SAN ANTONIO, TX 78216 II„l;lilt!':AMI IME; J-001 4t, linic date Etscrii piton 5 . 3.13 ISSUED TO CLIENT FOR FINAL REVIEW 5 . 6.13 ISSUED TO LANDLORD FOR FINAL REVIEW 5.10.13 ISSUED FOR BID 4 PERMIT LEASELINE (TYP) Flooring and Finish Plan iC:all"'i!!r;,ll 5 . 10 . 13 f,;: II'"c::81''4N4FI°"N I,::o'pil:: w j k SICCI AS NOTED T.1 VINYL WOOD PLANK FLOORING SYSTEM LS 40 LEVELER STRIP AS REQUIRED "JOHNSONITE"f65 FLOORING AND TREAD ADHESIVE SCHLUTER - SCHIENE AE 100 "L" MOLD TRANSITION STRIP CERAMIC TILE PAVER PROVIDE LEVELERS FOR VINYL TILES Flooring Transition Detail CONCRETE SLAB SCALE : NOT TO SCALE BACKROOM EXISTING CONCRETE SLAB SCHLUTER RENO-U-AEU35 \._ ALUMINUM REDUCER OR APPROVED EQUAL 6 l SALES DOOR NEW VINYL WOOD PLANK FLOORING Flooring Transition Detail NOTE: TRANSITION TO BE LOCATED UNDERNEATH DOOR AT TOILET ROOM SCALE : NOT TO SCALE SALES CERAMIC TILE PAVER MALL CONCOURSE GROUT JOINT AT LEASE LINE NEW MALL TILE THINSET EXISTING CONCRETE SLAB Flooring Transition Detail SCALE : NOT TO SCALE LAYOUT LENGTH Floor Pattern SCALE : 1/2" = 1'-0" 5'-O” 12"x12" TILE NOTE: TYPICAL TILE LAYOUT LENGTH SHOULD BE INSTALLED USING FULL TILES ONLY, UNLESS SPECIFIED OTHERWISE. (TYP) REPEAT TYPICAL 3" OFFSET KEEP FLOOR CLEAR 2 Floor Decal Detail SCALE : 1/2" = 1-0 3M APPLIED FLOOR GRAPHIC - CENTER ON ELECTRICAL SERVICE, YG TO SUPPLY AND GG TO INSTALL PER MANUFACTURERS INSTRUCTIONS REVIEWED FOR CODE COMPLIANCE APPROVED IJUN 132013 City of Tukwila BUILDING DIVISION WHITE BACKGROUND PANTONE RED 32 HELVETICA BOLD LETTERS 3" WIDE YELLOW STRIPES 3" WIDE PROCESS BLACK BORDER b13- ('?O #644 p!;;;I1:::1100 #: #204 Westfield South Center Seattle, WA ,,, 1,647 Jju;;;aif:,::l :: 13064 ll'ill1c„1:: RECEIVED CITY OF TUKWILA MAY 3 0 2013 PERMIT CENTER REGISTER. ARCH IT J!Mr;Iy.L. P• ER STATE C1F •WAS411'NGTSON 18'-0' - LEASE DIMENSION GG TO PROVIDE NEW PUSf-I BUTTON TO BE CONNECTED TO BUZZER AT STOCK/SALES WALL 911-6" - LEASE DIMENSION 11'-0" 24'-0" 24'-0" 24'-O" " re 18 I8'-0" ADJACENT TENANT 20'-0" 20'-10 1/2" 1(55.17Z-: � II � II ./d,i���.�15fwJi�� �«�iJArri�ii�����1���/iJ"�I'0�6���ZIA"�� �/;Gf m ��LLm, VIII 11j11Il IVIII �p AlOF1F0II AFF A1�8" F"« F ^m^w�CpilIl ,�,e�.®,.:: _" VIII .. °•;:;.. .".., _... .�"."., .II1.....��_. ...... i�p�J 15" AFF 11 TYP. FOR 4 11 NEW BUZZER TO BE GONNEGTED TO NEW PUSH BUTTON AT SERV I GE DOOR EXIT CORRIDOR a"I 51.11 II 12"1 2'-10" 11'-10" II f ip ill 35" II 135" 1111 18" III AFF T AFF AFHll D ul::::1111111 IRS 1111111 1111111 11111111 .11111111111111. 1 11111111 1111111.1111111' i 111 11411111111 141111.11111111 1111111 1111111: :1111111 .1 II"'" 1111' lVIull I' l VIII 111 VIII : i��i�»�iiii���ir#ZZ�i�o���iiiii���iiii��`i�iiii���iiiii`iiiiii LAN VI A-5 AN:0I,D2 F3 pill : i oh AFF I fl •107° .dM .".:�. � � � �:--------w.. � ii107"„; 11 � AFF . w . ii Wim.... ` 14'-10 1/2" VIII:- pp �fl flIfl IMO C, I 1111: . o,� r�...'�' ..iiii.r��iiiiii EXTEND F.T. PLYWOOD BACKER BD. AS REQ'D. FOR NEW PANEL Power Plan A -1,q,11,13 LAN: DI -D4 ADJACENT TENANT SCALE: 1/4" = 1'-0" 0 1' 2' 4' 8' EXIT/EMERGENCY LIGHTING NOTE: THE GENERAL CONTRACTOR SHALL TEST AND VERIFY IN FIELD IF THE EXISTING EXIT AND EMERGENGY LIGHTING GAN BE REUSED. IF NOT, GONTAGT YANKEE CANDLE GOMPANY PROJECT MANAGER. FIRE ALARM NOTE: GENERAL GONTRAGTOR MUST USE L/L'S APPROVED CONTRACTOR FOR THE FIRE ALARM DESIGN, PERMITTING, AND INSTALLATION. DEMOLITION NOTE: THE ELEGTRIGAL GONTRAGTOR 15 RESPONSIBLE FOR. THE REMOVAL OF ALL ELEGTRIGAL DEVIGES, EQUIPMENT, ASSOCIATED CONDUIT/WIRE, ETC. NOT BEING REUSED. DO NOT ABANDON IN PLAGE. REFER TO ARCHITECTURAL D.1 DEMOLITION PLAN. -ADJACENT TENANT LOW VOLTAGE NOTES: I. THE GENERAL CONTRACTOR SHALL PROVIDE APPROPRIATE CONDUIT FOR ALL LOW VOLTAGE WIRING AS REQUIRED BY ALL LOCAL GOVERNING GODES. IT 15 THE SOLE RESPONSIBILITY OF THE G.G. TO VERIFY LOCAL GORE REQUIREMENTS AND COMPLY AS REQUIRED. 2. THE GENERAL GONTRAGTOR 15 RESPONSIBLE FOR ACQUIRING LOW VOLTAGE PERMIT AS REQUIRED BY APPLIGABLE LOCAL GOVERNING MUNICIPAL AGENCIES. 3. ALL LOW VOLTAGE WIRE RUNS TO BE CONTINUOUS, NO SPLICING ALLOWED. IMPORTANT NOTE: REFER TO ARCHITECTURAL A.4 REFLECTED CEILING PLAN FOR DIMENSIONS A-8 .iiiii...iiii �.iiii.. iii�iiJ/// iiiiiiiii �iiiiiii iiii�iiiiiii iiiiiiiiiiii .i.iiiiiiii iiiii%/�iiii iiiiiiiiiiii .iiiiiiii iiiiiiiiiiii iiiiiiiiiii��iiiiiii iiiiiiiii �iiiiiiiiiii�iiiiiiii iiiiiiiiiiii iiiiiiii ilii iiiiiiii/iii ,. iii"��iiiii��iiiif�i�iiii���ii„i�iiii��ffiiiiii,��iiii����iff��iiiiiiiii�iiiiZAliiiiii���iioi��i�iiii�� ii�`i`i�iiii�%ff.'. ���iiifflf"iiii���iiiiiii`i�iiiZfff" fff./. irii�iii�' �iiiiiii«iii iff�iiiii���iiii�ii�iiii���iiiiiii«iiii��i�iii ���iiff" ���iiii�ii43r. # ��J1 iJ` */i �� iii/ ..__. i, RI EXIT CORRIDOR ii:al 1110 Irl Iii .ilii ..�.i4.. # #.0'.1.��.i .iii...iii '..ilii. .iii..,6rir / ArAr.#WY" ###############i#i.iiiiii..iii ### ## # ### ilii ..ilii.. iiiir##A/ # Ar..4. .rdr -#- .."-ii.iiiii. .iiii...iiii .e• . ...ii...ilii L� .410`G���#### ��/ /6���#i���#### �Ar«�����JJ����.��6G/W/0" ����/6J���������eX�A/����,�##..orr# # #Air/ �lAV ���Ail/rA Ar A/ArAr //. J���4"C,A/ 4"����G/J .# #"# #.."## �����/ 4/A/r/ Arr AI/AAdJJ�.���r/���..I..��A//d���. ArjrAr /AZOV�S�?%moi Lighting Plan ADJACENT TENANT SCALE: 1/4" = 1'-0" new INTERIORS LTD 0 I' 2' 4' 8' Ni Design 11 Talcott Notch Road Farmington, CT 06032 T. 860 • 678 • 1946 F. 860.678.7111 nidesign@nidesign.net © 2013 g CONSULTANTS Project Management * Design 12035 COLWICK SAN ANTONIO, TX 78216 ;l;lii:.i�:�� llin:: )1 5.6..13 5.7.13 5.10.13 l IMl illl„ille;,; II°iipl„III °liu;;lu•l i] ISSUED TO CLIENT FOR FINAL REVIEW ISSUED TO LANDLORD FOR FINAL REVIEW ISSUED FOR BID ff PERMIT Electrical Plans IIII 5 . 10 . 13 pC:;; IIIP`C:;:111lu°41'11'1 1''', clg RI SGONGE LIGHT FIXTURE, CENTER SGONGE AT 1'-6" A.F.F. ON FACE OF MILLWORK GOLUMN (TYP. OF 2) u 11,119 II AS NOTED 0 SHEET NOTES I. NEW SALES AREA TRACK LIGHTING SHALL BE ROUTED THROUGH LIGHTING CONTROL PANEL "EMS", SEE DETAIL I ON SHEET E.2. 2. NEW SALES AREA LIGHTING SHALL BE ROUTED THROUGH LIGHTING CONTROL PANEL "EMS", SEE DETAIL I ON SHEET E.2. 3. STOREFRONT LIGHTING FIXTURES SHALL BE ROUTED THROUGH LIGHTING GONTROL PANEL "EMS", SEE DETAIL I ON SHEET E.2. 4. STOREFRONT SIGNGIRGUIT(5) SHALL BE ROUTED THROUGH LIGHTING CONTROL PANE "EMS", EM5"SEE DETAIL I ON SHEET E.2. 5. POWER FOR SIGN TO BE LOCATED ABOVE CEILING COORDINATE FEED TO STOREFRONT WITH SIGN GONTRAGTOR. ELEGTRIGAL CONTRACTOR TO MAKE FINAL CONNECTION TO SIGN. 6. PROVIDE NEW WALL MOUNTED OGGUPANGY SENSOR SWITCH MODEL 4415D W/ MANUAL OVERRIDE SWITCH FOR STOGKROOM LIGHTING. REFER TO MANUFACTURER'S SPEGIFIGATIONS FOR FURTHER INFORMATION. 1. REMOVE EXISTING, PROVIDE NEW WALL MOUNTED OGGUPANGY SENSOR SWITCH MODEL # WSD FOR TOILET LIGHT/FAN FIXTURE. REFER TO MANUFACTURER'S SPEGIFIGATIONS FOR FURTHER INFORMATION. REFER TO DETAIL I/E.I 8. NIGHT LIGHTING, EXIT SIGNS AND EMERGENCY EGRESS LIGHT FIXTURES SHALL BE CONNECTED TO CIRCUIT BREAKER(5) WITH LOCK -ON DEVIGES, LOCKED IN THE "ON" POSITION. WIRE NEW WITH EXISTING. q. TRACK LIGHTING SHALL BE PROVIDED WITH CURRENT LIMITING DEVICES IN THE WATTAGES AS INDICATED ON THE DRAWINGS TO MEET IEGG REQUIREMENTS FOR ENERGY CONSUMPTION ASSOCIATED WITH LIGHTING. WIRE THROUGH LIGHTING CONTROL PANEL "EMS", REFER TO DETAIL 1/E.2 10. SPEAKERS AND SPEAKER WIRE SHALL BE PROVIDED AND INSTALLED BY YGG VENDOR. II. PROVIDE QUAD OUTLET, STORE PHONE (VI) AND LAN 171 TO SERVER. TELEPHONE AND DATA SHALL BE IN A GOMMON DEVICE BOX. SEE DETAIL 6/A.5. 12. ELECTRICAL CONTRACTOR SHALL INSTALL (2) DUPLEX REGEPTAGLES AND TELEPHONE/DATA JAGKS MOUNTED @ 8" A.F.F. TO SERVE GASHWRAP EQUIPMENT. TELEPHONE/DATA SHALL BE COMBINED IN THE SAME BOX. MILLWORK TO BE MODIFIED FOR AGGE55 IN THE SIDE FOR CONNECTION OF EQUIPMENT TO REGEPTAGLES AND TELEPHONE/DATA JAGKS. PROVIDE (2) 3/4" CONDUITS TO PHONEBOARD FOR TELEPHONE/DATA CABLING. ELECTRICAL CONTRACTOR TO RUN (3) GAT 5 LINES WITHIN CONDUITS BAGK TO SECURITY CLOSET AND TERMINATE IN LINKSYS ROUTER. 13. ELECTRICAL DISTRIBUTION EQUIPMENT 15 EXISTING AND SHALL BE REUSED / RELOCATED. TO REMAIN. MODIFY AS REGD. 14. LIGHTING CONTROL PANEL "EMS" 15 NEW, FURNISHED BY YGG VENDOR, INSTALLED BY TENANT'S ELEGTRIGAL CONTRACTOR. SEE DETAIL I ON SHEET E.2 FOR ADDITIONAL INFORMATION ASSOCIATED WITH THE LIGHTING CONTROL PANEL. 15. SECURITY SHELVING INSTALLED BY GENERAL GONTRAGTOR. DEVICES INCLUDING POWER OUTLETS, LAN 171-174 QUAD DATA JAGK TERMINAL, AND A DUPLEX TELEPHONE JACK (VI AND V3) PER DETAIL 2 ON SHEET E.2. PROVIDE FIRE RATED BACKBOARD FOR MOUNTING OF SEGURITY, LAN, SPEAKER, AND POWER EQUIPMENT. 16. MOUNT REGEPTAGLES LOGATED ABOVE HUTCHES HORIZONTALLY AT 8'48" AFF 50 THAT IT 15 NOT VISIBLE FROM THE SALES FLOOR. SHALL BE ROUTED THROUGH LIGHTING CONTROL PANEL "EMS", SEE DETAIL I ON SHEET E.2. 11. SECURITY SYSTEM DEVICES, CAMERAS, AND MONITORS ARE SUPPLIED BY TENANT. ELEGTRIGAL CONTRACTOR SHALL INSTALL I" CONDUIT TO SECURITY SHELVING FOR EACH DEVIGE. COORDINATE EXACT LOCATION WITH YGG PROJECT MANAGER PRIOR TO INSTALLATION. 18. PROVIDE POWER FOR NEW UNDER -COUNTER INSTANTEOUS ELECTRIC, WATER HEATER. Iq. PROVIDE NEW ELEGTRIGAL GONNEGTION AND GIRGUITRY FOR ROOF TOP UNIT - 208 VOLT, 3 PHASE, ????A. ELECTRICAL CIRCUITRY SHALL CONSIST OF (3) #??? GU. 20. PROVIDE NEW GIRGUITRY FOR DUPLEX RECEPTACLE AT ROOF TOP UNIT FOR SERVICING OF EQUIPMENT. 21. CEILING SMOKE DETECTOR 15 NEW AND SHALL BE WIRED WITH AND COMPATIBLE WITH FIRE ALARM SYSTEM. 22. FIRE ALARM NOTIFICATION DEVIGE 15 NEN AND SHALL BE WIRED WITH AND COMPATIBLE WITH MALL FIRE ALARM SYSTEM BY MALL REQUIRED MALL FIRE ALARM GONTRAGTOR. CURRENT LIMITER SPECIFICATIONS NUMBER OF TRACK HEADS PER CIRCUIT DETERMINES SIZE OF CURRENT LIMITER. GALES BASED ON 161^1 PER TRACK HEAD. EQUATION:. CUD SIZE = # TRACK HEADS x FIXTURE WATTS x 1.25 # TRACK HEADS 1-5 6-14 15-29 30-44 45-5q 60-71 GLD PART # MAX WATTS MAX AMPS REGI -11 REG3-W RE66-W REGq-W REGIO -11 REGI2-W 120 300 2.5 600 5 900 T5 1200 10 SRATE 12 PEAPPROVAL VAS REQUIRED #644 Westfield South Center Seattle, WA ;CII°, uC;;lil'lo" ial°I I"I'll #204 'IIII':::: 1.647 �u u` II 13064 RECEIVED CITU OF TUKWILA MAY 302013 PERMIT CENTER 1 E.1 CONTRACTOR TO REMOVE SWITGH COVER AND REPLAGE AFTER ADJUSTING SENSOR SETTINGS TO CENTER POSITION AS SHOWN. OCCUPANCY SENSOR SCALE: NO SCALE REGIS ARCHITECT JIMMY L. POWERS STATE OF WASI ANG TON 111 11111 111111 11111111111 111 111111 E.1 GENERAL POWER & LIGHTING NOTES A. UNLESS NOTED OTHERWISE, ALL LIGHT SWITGHES ARE 48" AFF. B. UNLESS NOTED OTHERWISE, ALL HEIGHTS ARE TO GENTER OF DEVIGE. G. ALL STEREO EQUIPMENT FURNISHED BY THE TENANT AND INSTALLED BYTENANT'S GONTRAGTOR IN SEGURITY SHELVING AND IN THE CEILING. D. PROVIDE 3/4" GONDUIT WITH PULL WIRE FROM EAGH THERMOSTAT, TELEPHONE, LAN OR SEGURITY DEVIGE BAGK TO THE SECURITY SHELVING. PROVIDE BUSHING ON THE END OF ALL GONDUIT. E. ALL LAN (DATA) OUTLETS AND TELEPHONE OUTLETS SHALL BE GLEARLY IDENTIFIED A5 SUCH, I.E. "VI", "DI", ETG. F. ELEGTRIGAL GONTRAGTOR SHALL PROVIDE ALL GONDUIT AND WIRE REQUIRED TO MAINTAIN GONNEGTIONS TO THE MALL MANAGEMENT CONTROL SYSTEM(5). FIELD VERIFY REQUIREMENTS WITH TENANT GOORDINATOR PRIOR TO GONSTRUGTION. G. ELECTRICAL GONTRAGTOR SHALL RUN ALL TENANT PROVIDE LAN CATEGORY 5E COMPUTER WIRING, JACKS AND PROVIDE FINAL GONNEGTIONS. THE ELEGTRIGAL CONTRACTOR 15 RESPONSIBLE FOR GONDUIT AND JUNGTION BOXES AS REQUIRED. H. ALL UNUSED ELEGTRIGAL GONDUIT AND WIRING SHALL BE REMOVED AND DISPOSED OF. THI5 SHALL INCLUDE ALL HANGING AND SUPPORT MATERIAL A5 WELL. ELEGTRIGAL CONTRACTOR 15 RESPONSIBLE FOR ALL ELEGTRIGAL AND LOW VOLTAGE PERMITS. EMS PANEL L1 L2 N1 N2 -- LSX 12 RED 12 ------T- WHT 12 ------I ------ GHD 12 POWER CONNECTIONS 120V POWER 120V POWER 120V POWER EARTH GROUND NOTE: FOR REFERENGE ONLY. THE EG SHALL COORDINATE WITH THE AUTOMATED LOGIG EMS PANEL SHOP DRAWINGS. TO LOADS VV WIRING BY GONTR. ,Y„Y) LATGH `-11-0 UNLATCH 1.1 SALES TRACK LIGHTING o -A:2 0-A:4 leswgn new INTERIORS LTD TO LOADS LATGH HO UNLATCH o -A:6 J. ALL LIGHTING FIXTURES AND OGGUPANGY SENSOR SWITCHES ARE FURNISHED BY TENANT THRU CAPITOL LIGHT. K. ELECTRICAL GONTRAGTOR SHALL PROVIDE AND INSTALL ALL REQUIRED EQUIPMENT DISCONNECT SWITCHES FOR HVAG, PLUMBING, ETC. EQUIPMENT. L. SALES FLOOR LIGHTING, STOREFRONT LIGHTING AND SIGN LIGHTING SHALL BE CONTROLLED BY LIGHTING CONTROL PANEL "EMS". SEE DETAIL I ON SHEET E.2. M. LIGHT FIXTURES LABELED "NI TE" SHALL BE NIGHT LIGHTS. N. LIGHT FIXTURES, DEVIGES, ETC. LABELED "EX" ARE EXISTING TO REMAIN. 0. LIGHT FIXTURES, DEVI GES, ETG. LABELED "EX/R" ARE EXISTING TO BE RELOGATED A5 IND IGATED. P. ALL EXIT, EMERGENCY, AND NIGHT LIGHT FIXTURES SHALL BE GONNEGTED AHEAD OF ANY SWITCHING OR CONTROLS. Q. THE TENANT'S ELECTRICAL GONTRAGTOR SHALL INGLUDE ALL COSTS ASSOGIATED WITH THE LANDLORD'S FIRE ALARM SYSTEM A5 REQUIRED. THE TENANT'S ELECTRIGAL GONTRAGTOR SHALL INGLUDE ALL COSTS ASSOCIATED WITH FIRE ALARM DRAWINGS, PERMITS, EQUIPMENT PURCHASE AND SYSTEM PROGRAMMING/INSTALLATION. NOTE: FIRE ALARM PANEL TO 8E UPGRADED TO SIMPLEX # 4001. i1 1 IµlMllµ!311! t TO LOADS LATGH HO LIUNLATCH HO 0-A:10 N TO LOADS 'kr) ilmlkliFlNII1111111 LI,0-A:8 LATGH UNLATGH 1.2 1.3 1.4 SALES MONOPOINTS AND RECESSED LIGHTING 1 SHOW WINDOW STOREFRONT LIGHTING SIGNS AUTOMATED LOGIC CONTROLS EMS E.2 SGALE: NO SGALE Ni Design 11 Talcott Notch Road Farmington, CT 06032 T. 860 • 678 • 1946 F. 860. 678. 7111 nidesign@nidesign.net © 2013 SECURITY SHELVING NOTES: I. G.G. TO PROVIDE I" CONDUIT FROM EXISTING TELEPHONE SERVICE MAIN TO SECURITY SHELVING UNIT LOGATION 2. G.G. TO PROVIDE POWER AT THI5 LOGATION AS SPECIFIED AND POWER MUST BE ACTIVE PRIOR TO SEGURITY EQUIPMENT GONTRAGTOR'S INSTALLATION. 3. G.G. MUST BE ON SITE TO REGEIVE SECURITY EQUIPMENT DELIVERY. F -O LATGH -Ho UNLATCH 1.5 HUTGH LIGHTING CONSULTANTS Project Management * Design WIRING BY GONTR. (TYP) 0-A:12 0-A:14 SURFAGE MOUNTED DOUBLE DUPLEX REGEPTAGLES FRT PLYWOOD BACKBOARD ALL. DEVICES SHALL BE SURFACE MOUNTED 12035 COLWICK SAN ANTONIO, TX 78216 YANKEE CANDLE COMPANY - SEATTLE, WA NEC LOAD ANALYSIS AT EXISTING 200 AMP 120/208V/3W/4W ELECTRICAL SERVICE ITEM GONN. LOAD (VA) DEMAND F. DEMAND LOAD (WATTS) TOTAL (AMPS) LIGHTING 2410.0 125% 3112.0 TGP LEDI1E26P3830KNFL LED 1111 PAR38 FLOOD - 3000K FIRST I0KW REGEPT 6620.0 100% 6620.0 REMAINING REGEPT E1 50% LIGHTALARMS WATER HEATERS 150.0 100% 150.0 MI5G. LOADS 540.0 100% 540.0 HVAG LOADS 1000.0 100% 1000.0 SUB -TOTAL Ig400.0 2 20022.0 25% OF LARGEST MOTOR 115.0 25% 115.0 TOTAL ® 120/208V 3PH INTERIOR MALL SGONGE HUBBARTON FORGE 20111.0 56.1 Lighting Fixture Schedule Sym. Description Mfg Model Lamp A V SALES FLOOR HEAD GONTEGH GTL603A-P-20W TGP LEDI1E26P3830KNFL LED 1111 PAR38 FLOOD - 3000K Dl SALES FLOOR MONOPOINT GONTEGH * LAIBP GTL603A-P-20W TGP PAR38 LEDI7E26P3830KNFLNARROWFLOOD- 300LED 01(17W E1 LED WHITE THERMOPLASTIC EXIT SIGN LIGHTALARMS NAQLXN500R-N 120 LED (INCLUDED) I COMBINATION BATHROOM EXHAUST FAN AND LIGHT GROAN 616 IOOW GFL FL G 6" RECESSED DOWNLIGHT WITH WHITE TRIM GONTEGH RL38-20W 4 GTR300I-1NHT TGP LED I1E26P3830KNFL LED IqW PAR38 FLOOD - 3000K 2 CHAIN HUNG 'T8' FIXTURE AT STOCKROOM MERGURY MM-232-OGT-G-ELBL-UNI PHILIPS F32T8/ADV835/XLL (2) L TORI INTERIOR MALL SGONGE HUBBARTON FORGE 20-6251 120 PHILIPS 25101/2 END/GL 2100K X2 SALES FLOOR 2 -HEAD GLC. MOUNTED EM. LIGHT FIXTURE WITH INTEGRAL BATTERY GONTEGH EL2HAIOW SELF CONTAINED HALOGEN LAMP 20 1 STOCKROOM 2 -HEAD EMERGENCY LIGHT PACK LIGHTALARMS LGA -250 120 5.4 WATT HALOGEN (INCLUDED) #12 20 V1 RJ11 V3, V1 1"11"11"1,1,,111:11,,If 11,11,111, jjl RJ11 TO CASHWRAP TO MANAGER'S DESK D1, D2 ) TO CASHWRAP D3, RJ45 u I.III..:.... I SEGURITY MULTIPLEXER SEGURITY 15 MONITOR i t 11, aaw��a�:e:o:aeau GD PLAYER, ROUTER STEREO EQUIPMENT 20" FAX/GOPY/ PRINTER 2 E.2 SECURITY SHELVING ELECTRICAL LAYOUT SCALE: NO SGALE IC:, 114,,E o6 A111lmll4, dti'w,al`e,wallu,,,, 5 . 6 . 13 ISSUED TO GLIENT FOR FINAL REVIEW 5 . 1.13 ISSUED TO LANDLORD FOR FINAL REVIEW 5 . 10 . 13 ISSUED FOR BID 4 PERMIT EXISTING PANEL "A" PANELBOARD SCHEDULE 1 120/208V 3PH 4W CONNECTED VOLT -AMPS LOAD SERVED GKT it GKT SKR WIRE SIZE PHASE A PHASE B PHASE G PHASE A PHASE B PHASE G WIRE SIZE GKT BKR GKT # LOAD SERVED GASH REGISTER I 20 #12 300 100 #12 20 2 TRACK LTG GASH REGISTER 3 20 #12 300 650 #12 20 4 TRAGK LTG MGR'S DESK REGEPTS 5 20 #12 360 380 #12 20 6 SALES LTG LAN RECEPTS 1 20 #12 360 540 #12 20 8 SIGNS/SGONGES LAN REGEPTS 1 20 #12 360 210 #I2 20 10 STOREFRONT LTG LAN REGEPTS II 20 #I2 360 650 #I2 20 12 STKRM/TOILET LTG LAN REGEPTS 13 20 #12 360 100 #12 20 14 HUTGH REGEPTS SHOW WINJSALES REGEPTS 15 20 #12 120 500 #12 20 16 HUTCH REGEPTS REF IGERATOR 11 20 #12 200 600 *12 20 18 SPARE SALES AREA REGEPT/BUZZER 11 20 #I2 280 100 #12 20 20 LIGHTING GONTAGTOR (EMS) HVAG SERV! GE REGEPT 21 20 #12 360 100 #I2 20 22 CONTROLS GATEWAY (EMS) WATER HEATER 23 20 #I2 150 200 #12 20 24 FIRE ALARM PNL SPARE 25 20 #I2 180 20 26 SPARE SPARE 21 20 #12 180 20 28 SPARE SPARE 21 20 20 30 SPARE SPARE 31 20 20 32 SPARE SPARE 33 20 20 34 SPARE RTU -I 35 #8 3000 20 36 SPARE 31 40 #8 3000 38 SPADE 31 *8 3000 40 SPACE SPACE 41 42 SPADE TOTAL PHASE A 4480 1 2040 6520 TOTAL PHASE 5 4120 1460 6380 TOTAL PHASE G 4610 1830 6500 TOTAL VOLT -AMPS 11400 DIVIDE TOTAL VA BY VOLTAGE 208 LINE TO LINE VOLT AMPS 1326 DIVIDE TOTAL AMPS BY 3 PHASE MULTIPLIER 1.132 3 PHASE AMP 53.88 TOTAL CONNEGTED LOAD 53.88 150 AMP M.L.O. PANEL FEEDER SIZE - EXISTING - SEE RISER DIAGRAM GENERAL RISER NOTES A. ELEGTRIGAL CONTRACTOR SHALL ENSURE COMPLIANCE WITH NEG 110.26 SPACES ABOUT ELEGTRIGAL EQUIPMENT AND NEG 408.0 GIRGUIT DIRECTORY OR GIRGUIT IDENTIFICATION. B. PROVIDE BREAKER LOCK -ON DEVIGE FOR GIRGUIT BREAKERS SERVING EXIT AND EMERGENCY LIGHTING, SECURITY PANEL DEVICES AND GASH WRAP RECEPTACLES. G. PROVIDE TYPE -WRITTEN CIRCUIT DIREGTORY FOR ALL ELECTRICAL PANELS. D. PROVIDE PLACARD FOR EACH PIEGE OF ELEGTRIGAL DISTRIBUTION EQUIPMENT INDICATING EQUIPMENT DESIGNATION, SYSTEM VOLTAGE AND PHASE INDIGATION. E. ELEGTRIGAL EQUIPMENT SHALL BE FIELD MARKED TO WARN OF POTENTIAL ARG FLASH HAZARDS DURING MAINTENANCE PER NEG 110.16. LANDLORD'S ELEGTRIGAL ROOM YANKEE CANDLE COMPANY SPACE LANDLORD'S EXISTING DISTRIBUTION EQUIPMENT I50A SW Electrical Schedules and Risers II IG;.II"II' 11iE°„ 5. 10. 13 "Ilf"C;;II''4�M''tl b'g11' clg 11iiiIIC I IC;1111,0: AS NOTED 3 (4) #4/0 GU O (I) #6 GROUND 2-1/2" CONDUIT (EXISTING) ELECTRICAL RISER DIAGRAM 0 SHEET NOTES I. ELEGTRIGAL METERING EQUIPMENT, DISTRIBUTION EQUIPMENT AND ASSOCIATED ELEGTRIGAL FEEDERS ARE EXISTING TO REMAIN. ELEGTRIGAL CONTRACTOR SHALL PROVIDE ANY REQUIRED GIRGUIT BREAKERS PER THE PANEL SGHEDULE ON THI5 SHEET. GONTRAGTOR TO LABEL DISCONNECT AND METER WITH TENANT NAME AND ADDRESS (SPACE #204). 2. LIGHTING CONTROL PANEL "EMS" 15 NEW, PROVIDED BY YGG VENDOR, INSTALLED BY ELEGTRIGAL GONTRAGTOR. 3. NEW (REMOVE EXIST) 40A/3P UNFUSED W.P. DISGONNEGT AND CONDUCTORS @ NEN RTU. CONTRACTOR TO LABEL UNIT AND DISGONNEGT WITH TENANT NAME AND ADDRESS (SPACE #204). 4. NEW FIRE ALARM CONTROL PANEL - TO BE SUPPLIED AND INSTALLED BY MALL REQUIRED FIRE ALARM CONTRACTOR. G.G. TO COORDINATE. O M.5. 120/ 208V 3PH 4W 200A 511 150A FU (EXIST) (3) #8 GU 0 (1) #10 GU GROUND I-1/4" CONDUIT (NEV) PANEL "A" 120/208V 3PH 4W 150A MLO 42 SPACE (EXISTING) (4) *4/0 GU O(I) #6 GROUND 2-1/2" CONDUIT (EXISTING) E.2 SGALE: NO SGALE EaM�1E AND R`Q� RED #644 Westfield South Center Seattle. WA !1111„,111c,;;lpllw;°II"° 'd'dl' : #204 iill!c lll, '811',,,, 1,647 :11111:,),11:;,:o ,Ea 13064 NEW LIGHTING GONTROL PANEL "EMS" O LIGHTING CIRGUITRY NEW FAGP RECEIVED CITY OF TUKWILA MAY 3 0 2013 PERMIT CENTER JIMLIY L. PO 'ERS STATE OF WAST IINGTON 11111 141,111/1111/ 1.11 111.1111111111111111111111111111111111111 E.2 1111111111111111111I111111111111111 1111111,441111111111111111 ,I111111 TC.I3Ufb4t3.UYVC. 05/09/13 11:43 User: GILL U Is�ln new INTERIORS LTD LIGHTING I-1 A = FIXTURE TYPE al I a= SWITCH LEG EMERGENCY SELF GONTAINED DOWN LIGHT rAEMERGENGY BATTERY UNIT, WALL MOUNTED BATTERY b POWERED LIGHT EXIT LIGHT FIXTURE - UNIVERSAL MOUNTING (INDICATES DIREGTION ARROWS) EXIT LIGHT FIXTURE - WALL MOUNTING (INDICATES DIREGTION ARROWS) L TRAGK HEAD WITH MONOPOINT CANOPY TRAGK HEAD WITH TRACK SYSTEM AND COMPONENTS SWITCHING SINGLE POLE SWITCH (WITH FOLLOWING SWITGH DESIGNATIONS) WALL MOUNTED AT 42" a = SWITCH LEG 3 = THREE WAY 4 = FOUR WAY M = MANUAL MOTOR STARTER WITH THERMAL OVERLOADS E = EMERGENCY PULL SWITGH K = KEY OPERATED SWITCH D = DIMMER SIN IICH os OGGUPANGY SENSOR Tc TIME GLOGK NOTE: NOT ALL SYMBOLS LISTED ABOVE ARE SHOWN ON PLANS. THE SYMBOL LEGEND 15 USED FOR REFERENGE OF SYMBOLS SHOWN ON PLANS. SEE SPECIFICATIONS FOR INFORMATION RELATED TO SYMBOLS. POWER DISTRIBUTION DEVICES PANELBOARD - SURFAGE/FLUSH MOUNTED, 12" TO TOP STEP-DOWN TRANSFORMER 0 X GENERAL WIRING DEVICES CONDUIT SYSTEM UNDER FLOOR SPEGIALOTHERWISE (UREGEPNO)TAGLE, 18" AFF UNLESS NOTED e- SIMPLEX REGEPTAGLE, 18" AFF UNO DUPLEX REGEPTAGLE, 20A, 5262,18" AFF UNO FOURPLEX REGEPTAGLE, 20A, 5262,18" AFF UNO RECEPTACLE WITH GROUND FAULT INTERCEPT, 18" AFF \-/GFI UNO fl WEATHERPROOF REGEPTAGLE, 18" AFF UNO fl ISOLATED GROUND REGEPTAGLE, 18" AFF UNO MFLOOR BOX - COORDINATE LOCATION WITH FIXTURE LAYOUT GEILING MOUNTED REGEPTAGLE OJ MOTOR OR EQUIPMENT GONNEGTION DISGONNEGT SWITCH COMBINATION MOTOR STARTER ® METER CLD TRACK GURRENT LIMITING DEVIGE (LIGHTOLIER GLD OR EQUA HOMERUN. CONDUIT SYSTEM TO PANEL AS NOTED ON DRAWI NGS JUNCTION BOX CONDUIT UP • — CONDUIT DOWN CABLING: IN==GAT5e GABLE TO SYSTEMS BOARD IN 3/4"G TO 6" ABOVE GEILING, WITH INSULATED BUSHING. IB = I "IBID" GABLE TO SYSTEMS BOARD IN 3/4"G TO 6" ABOVE GEILING, WITH INSULATED BUSHING. IF NO CABLING 15 NOTED, PROVIDE 3/4"G TO 6" ABOVE GEILING. PROVIDE INSULATED BUSHING AND PULL STRING. FIRE ALARM HORN/STROBE STROBE SMOKE DETECTOR, GEILING MOUNTED SECURITY AND COMMUNICATION T.T.3. TELEPHONE TERMINAL BOARD - 3/4" X 4' X 8' FIRE TREATED PLYWOOD PAINTED WHITE TELEPHONE OUTLET LOCATION, 3/4" GONDUIT WITH PULLWIRE TO ABOVE AGGESSIBLE CEILING, GAT 5E GABLE TO SYSTEMS BOARD TELEPHONE/DATA OUTLET LOCATION, 3/4" GONDUIT WITH PULLWIRE TO ABOVE AGGESSIBLE CEILING, GAT 5E GABLE TO SYSTEMS BOARD DATA OUTLET LOGATION, PROVIDE 4" 5Q. BOX, 3/4" CONDUIT WITH PULLWIRE TO GEILING, GAT 5E GABLE TO SYSTEMS BOARD SPEAKER KP TIB TAGS LOW VOLTAGE TRANSFORMER SECURITY KEYPAD BUZZER PUSH BUTTON BELL SEGURITY SYSTEM GAMERA SHEET IDENTIFIER X X SHEET NOTE Ni Design 11 Talcott Notch Road Farmington, CT 06032 T. 860 • 678 • 1946 F. 860. 678. 7111 nidesign@nidesign.net © 2013 CONSULTANTS Project Management * Design 12035 COLWICK SAN ANTONIO, TX 78216 I. '4101i„„, :)1;111,1111111,11:1"11,11'1111",i, u�,,;il' L....., � �.Ii.in...,,, u,, 5 . 6 . 13 ISSUED TO CLIENT FOR FINAL REVIEW 5 .1.13 ISSUED TO LANDLORD FOR FINAL REVIEW 5 . 10.13 ISSUED FOR BID t PERMIT TENANT CRITERIA AND LANDLORD NOTES • THE ELEGTRIGAL GONTRAGTOR 15 RESPONSIBLE TO OBTAIN A GOPY OF THE MALL'S TENANT GRITERIA HANDBOOK. • THE ELEGTRIGAL INSTALLATION MUST MEET ALL REQUIREMENTS OF THE NATIONAL ELEGTRIGAL CODE, LOGAL AUTHORITY HAVING JURISDICTION AND LANDLORD'S INSURANCE PROVIDER(S). • NO APPURTENANCES (INCLUDING LIGHT FIXTURES, ANTENNAS, SIGNS, ETC.) SHALL BE AFFIXED TO THE EXTERIOR WALLS OR ROOF OF LANDLORD'S BUILDING WITHOUT PRIOR APPROVAL FORM THE TENANT REVIEW COORDINATOR. • SPECIAL CARE MUST BE TAKEN TO PROTEGT SHOPPING CENTER FLOORING, DOORWAYS, AND CEILINGS. ALL CARTS, DOLLIES, ETG., MUST HAVE RUBBER WHEELS. WHEELBARROWS OR OTHER WHEELED VEHIGLES WITHOUT RUBBER WHEELS ARE STRICTLY PROHIBITED. ANY DAMAGE REPAIRS OR CLEANUP OF DEBRIS WHIGH MUST BE HANDLED BY LANDLORD SHALL BE AT THE SOLE COST AND EXPENSE OF TENANT, PLUS A 20% ADMINISTRATIVE FEE. • LOUD NOISES WILL NOT BE TOLERATED DURING SHOPPING GENTER HOURS. • NO ONE 15 ALLOWED ON THE SHOPPING GEN I tK ROOF WITHOUT PRIOR WRITTEN APPROVAL FROM LANDLORD. • GONTRAGTOR MUST RECEIVE PRIOR PERMISSION OF LANDLORD FOR WORK AFTER NORMAL WORKING HOURS. • GONTRAGTOR, AND EMPLOYEES MUST PERFORM WORK IN A PROFESSIONAL MANNER. UNPROFESSIONAL BEHAVIOR, (I.E., PROFANITY, SPITTING, ETC.), WILL NOT BE TOLERATED AND WILL RESULT IN THE SHUT -DOWN OF THE JOB SITE UNTIL THE UNPROFESSIONAL CONTRACTOR/EMPLOYEE 15 REMOVED AND NEW CONTRACTOR/EMPLOYEE 15 EMPLOYED. ALL CONS 14UGTION PERSONNEL ARE REQUIRED TO WEAR SHIRTS AND SHOES AT ALL TIMES. • LANDLORD AND LANDLORD'S AGENT RESERVES THE RIGHT TO STOP WORK IN PROGRESS FOR VIOLATIONS OF THE RULES AND REGULATIONS. • AGGE55 TO LANDLORD'S SWITGHGEAR 15 RESTRIGTED AND MUST BE SGHEDULED WITH SHOPPING CENTER MANAGEMENT. INTERRUPTION OF POWER TO EXISTING TENANTS MUST HAVE LANDLORD'S PRIOR APPROVAL • ALL SIGN, LOGO AND SHOW WINDOW ILLUMINATION MUST BE CONTROLLED BY AN AUTOMATIG TIMEGLOGK. • NIGHT LIGHTING SHALL BE DESIGNED AND INSTALLED, RESULTING IN LOW LEVEL ILLUMINATION THROUGHOUT THE SPACE WHEN THE STORE 15 CLOSED. • TENANT'S ELEGTRIGAL SYSTEM SHALL BE GROUNDED TO STEEL STRUCTURE PER THE NATIONAL ELEGTRIGAL CODE. TENANT'S GONTRAGTOR SHALL REPAIR STEEL FIREPROOFING (IF APPLICABLE). • TENANT SHALL PROVIDE AND INSTALL A GOMPLETE ELEGTRIGAL SYSTEM AND PERFORM ALL REQUIRED WORK WHIGH MAY INCLUDE, BUT 15 NOT LIMITED TO, FUSED DISCONNECT SWITCH, METER PAN AND SOCKET, METER, GONDUIT AND WIRE FROM LANDLORD'S DESIGNATED DISTRIBUTION POINT TO AND WITHIN THE PREMISES, AND ALL WIRING AND CONNECTIONS FROM THE GENTRAL DISTRIBUTION PANELS, LIGHTING PANELS, ALL FEEDER CONDUCTORS, ANY REQUIRED TRANSFORMERS, ALL GONDUIT AND WIRING FOR POWER DISTRIBUTION WITHIN THE LEASED PREMISES, LIGHTING FIXTURES, RECEPTACLES, SWITGHES AND MISCELLANEOUS DEVICES REQUIRED WITHIN THE PREMISES. • ALL ELECTRICAL WORK WILL CONFORM TO BUILDING DESIGN PARAMETERS AND ALL APPLIGABLE GOVERNMENTAL REGULATIONS INGLUDING ENERGY GONSERVATION GODES. WHERE PREVIOUSLY EXISTING ELECTRICAL GOMPONENTS ARE TO BE REUSED, TENANT AGGEPTS ALL EXISTING ELECTRICAL COMPONENTS IN AN "AS -IS" CONDITION AND WILL REPLACE, REPAIR OR REFURBISH THESE COMPONENTS TO A "LIKE -NEW" CONDITION ADEQUATE FOR THE OCCUPANCY OF THE PREMISES AND COMPLIANT WITH BUILDING DESIGN PARAMETERS AND ALL GOVERNMENTAL REGULATIONS. • ALL MODIFIGATIONS TO THE EXISTING SYSTEM WITHIN THE DEMISED PREMISES SHALL BE BY TENANT'S CONTRACTOR. TENANT'S CONTRACTOR ACCEPTS EXISTING SYSTEM IN "A5 -I5" CONDITION AND 15 RESPONSIBLE FOR DETERMINING THE ADEQUAGY OF ANY EQUIPMENT OR SYSTEM WHIGH TENANT'S GONTRAGTOR CHOOSES TO REUSE. ANY EQUIPMENT OR SYSTEM COMPONENTS WHICH TENANT'S GONTRAGTOR INTENDS TO USE OR REUSE SHALL BE CLEARLY DESIGNATED AS SUCH 014 TENANT'S DRAWINGS. • INSTALLATION SHALL CONFORM TO THE FOLLOWING: A. ELECTRICAL PANELS SHALL HAVE COPPER BUS BARS AND BOLT -IN BREAKERS. LOAD CENTERS ARE NOT PERMITTED. THE NATIONAL ELECTRICAL CODE REQUIRES THAT LIGHTING PANELS GONTAIN GIRGUIT BREAKERS RATED FOR SWITCHING DUTY. B. PANEL BOARDS SHALL BE DESIGNED FOR A MINIMUM OF 25% EXCESS GAPAGITY BASED ON GONNEGTED LOAD. TENANT SHALL PROVIDE 20% SPARE BREAKER SPACE. • ENGRAVED, MEGHANIGALLY ATTACHED NAME PLATES SHALL BE INSTALLED ON EACH PANELBOARD, TRANSFORMER, DISCONNECT SWITCH, MOTOR STARTER, ETC. • A GONVENIENGE REGEPTAGLE AND SWITCHED LIGHT FIXTURE SHALL BE INSTALLED ADJACENT TO ALL ROOF MOUNTED MEGHANIGAL EQUIPMENT. • TENANT SHALL PROVIDE CONDUIT AND WIRING FOR THE PROVISION OF TELEPHONE AND GABLE (IF AVAILABLE) SERVICE TO THE LEASED PREMISES FROM THE LANDLORD'S DESIGNATED TELEPHONE UTILITY DISTRIBUTION PANEL TO AND WITHIN THE PREMISES. TENANT SHALL FURNISH AND INSTALL ALL TELEPHONE AND GABLE EQUIPMENT, CONDUIT AND WIRING, OUTLET BOXES AND DEVICES WITHIN THE LEASED PREMISES. TENANT SHALL MAKE ALL NECESSARY ARRANGEMENTS DIRECTLY WITH THE APPROPRIATE TELEPHONE AND GABLE SERVICE PROVIDER(5). ALL TELEPHONE WIRE AND GABLE OUTSIDE OF THE LEASED PREMISES SHALL BE ROUTED THROUGH CONDUIT FROM THE APPLICABLE UTILITY DISTRIBUTION POINT TO AND WITHIN THE PREMISES BY THE TENANT. ALL TELEPHONE AND GABLE WIRING IN THE PREMISES SHALL BE PLENUM RATED. • ALUMINUM WIRING 15 NOT PERMITTED. ALL WIRING BY TENANT SHALL BE COPPER. TENANT SHALL INSTALL ONLY TYPE R CURRENT LIMITING FUSES. ALL FEEDER CONDUCTORS SHALL BE COPPER. INSULATION SHALL BE TYPE THHN, THWN. ALL PANELBOARDS, LIGHTING FIXTURES, RECEPTACLES, LIGHTING SWITCHES, DISCONNEGT SWITCHES AND OTHER ELECTRICAL EQUIPMENT SHALL BE U.L. APPROVED. • TENANT'S ELEGTRIGAL CONTRACTOR'S INSTALLATION SHALL GOMPLY WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, NFPA AND ALL OTHER APPLICABLE CODES. LANDLORD'S APPROVAL OF ELECTRICAL DRAWINGS 15 NOT TO BE INTERPRETED AS STATEMENT OF COMPLIANCE WITH GORE REQUIREMENTS. • NO PVG JAGKETED GABLE SHALL BE PERMITTED ABOVE HUNG CEILINGS UNLESS RUN THROUGH A CONDUIT SYSTEM. ALL EXPOSED WIRING SHALL BE IN CONDUITS. TENANT SHALL FURNISH LANDLORD WITH TWO COPIES OF AN ELECTRICAL SUMMARY, ELECTRICAL PANELBOARD SCHEDULE, ELECTRICAL EQUIPMENT SCHEDULES AND OTHER RELATED REPORTS. ALL WIRING SHALL BE IN EMT OR RIGID GONDUIT. FLEXIBLE GONDUIT MAY ONLY BE USED FOR FINAL CONNECTIONS FROM OUTLET BOXES TO LIGHT FIXTURES, MOTORS, APPLIANCES, ETG, MAX LENGTH 6 FEET. NO BX, ROMEX, ARMORED GABLE, ETG ALLOWED. WALL SWITCHES SHALL BE 20 AMP, 120/211 VOLT RATING. USE LEVITON SERIES 1221 THROUGH 1224 OR EQUAL SERIES BY SIERRA OR HUBBELL. • THE TENANT/TENANT'S GENERAL GONTRAGTOR 15 RESPONSIBLE TO ENSURE THAT THERE ARE NO UNDERGROUND UTILITIES OR OTHER SERVICES BEFORE GUTTING ANY GONGRETE, ANYWHERE ON THE PROPERTY. THE TENANT WILL BE LIABLE FOR ALL REPAIRS AND/OR LOST BUSINESS DUE TO A UTILITY OR SERVIGE INTERRUPTION A5 A RESULT OF GUTTING THE SLAB. RECEIVED CITY OF TUKWILA MAY 3 0 2013 PERMIT CENTER li. Ili Electrical Legends and Notes 5.10.13 drawn by: clg 11!!iVIC;;C()dl o AS NOTED '1141::)J EiCT: gl„Vtll;„1,!v' #: #204 Westfield South -Center Seattle, WA sd,,,ll„ 'll'l„:: 1,647 ,Ilu;° o[;, ;; 13064 l'il VA r AR JIPAPAY L. P VERS STATS OF WAS; IINGTOt,' I111 1111111, E.3 1 GENERAL NOTES: POWER & LIGHTING 15. ALL 20A BRANCH GIRGUITS BETWEEN 100' AND 150' IN LENGTH, #10 AWG WIRE SHALL BE USED. FOR ALL 20A BRANGH GIRGUITS OVER 150' IN LENGTH, #8 AWG WIRE SHALL BE USED. 16. ALL 20A BRANCH GIRGUIT5 LESS THAN 100' IN LENGTH, SHALL BE #12 GONDUGTORS, #12 CND., 3/4" UNLESS NOTED OTHERWISE. 11. CIRCUITING INDICATED ON PLAN 15 PARTIALLY DIAGRAMMATIG FOR CLARITY. CIRCUITING SHALL BE "THRU-WIRING" WHERE/WHEN POSSIBLE. MULTI -CONNECTIONS TO A SINGLE LIGHT FIXTURE FOR FIELD CONDITIONS OR VOLTAGE DROP FACTORS MAY BE REQUIRED (FIXTURES SHALL BE MANUFACTURED TO ACCOMMODATE "THRU-WIRING"), AND RELATED COSTS SHALL BE INCLUDED IN ELECTRICAL CONTRACTORS BID. 18. SEE ARCHITECTURAL REFLECTED GEILING PLAN FOR EXACT QUANTITY AND LOCATION OF LIGHT FIXTURES. Iii. EMERGENCY LIGHTS SHALL BE INSTALLED AND CIRCUITED PER N.E.G. AND ALL LOCAL GODES. ALL EMERGENCY FIXTURES SHALL BE DUAL VOLTAGE (120/271 AUTO XFMR) BATTERY BAGK-UP UNITS. INSTALL CENTRAL BATTERY BAGK-UP ONLY IF INDIVIDUAL UNITS ARE PROHIBITED BY LOCAL GORES, CLOSELY COORDINATE WITH TENANT CONSTRUCTION MANAGER. 20. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL ELECTRICAL CONNECTIONS AS REQUIRED FOR A GOMPLETE AND OPERATING SYSTEM. 21. WHERE DRYWALL CEILINGS ARE USED, ELEGTRIGAL CONTRACTOR SHALL ARRANGE CIRCUITING 50 THAT JUNCTION BOXES AGGESS PANELS ARE NOT REQUIRED IN THESE DRYWALL GEILING AREAS. (THE USE OF JUNCTION BOXES IN THESE DRYWALL CEILINGS 15 I. FIELD VERIFY ALL GOND ITIONS. 2. DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF GONTRAGT TO INSPECT EXISTING FIELD GONDITIONS. THIS GONTRAGT SHALL INGLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING GONDITIONS. 3. THE CONTRACTOR SHALL CONTACT THE OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INGLUDE IN HI5 BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS DOST. 4. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL GODES AND ORDINANCES AND SHALL INGLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING GODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING GODES AND DESIGN INTENT. 5. MINOR VARIATIONS DUE TO UNFORESEEN CONDITIONS THAT MAY EFFECT THE CONTRACTOR'S SCOPE OF WORK, REQUIRED FOR ACCOMPLISHING THE INTENT OF THIS DESIGN SHALL BE INCLUDED IN CONTRACTOR'S PRICING. 6. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL REQUIRED PERMITS. CONTRACTOR'S INSTALLATION SHALL CONFORM TO ALL LOCAL LODE REQUIREMENTS. 1. ELEGTRIGAL GONTRAGTOR SHALL VERIFY EXACT PLACEMENT OF ALL DEVIGES SHOWN OF THE ELEGTRIGAL CONSTRUCTION DOCUMENTS WITH ARCHITECTURAL, MECHANICAL AND PLUMBING DRAWINGS PRIOR TO FINAL PLACEMENT. 8. CONTRACTOR SHALL BECOME FAMILIAR WITH REQUIRED DEMOLITION WORK PRIOR TO BIDDING AND START OF WORK. GONTRAGTOR SHALL BE RESPONSIBLE TO PROVIDE ALL DEMOLITION A5 REQUIRED FOR INSTALLATION OF NEW WORK. q. CONTRACTOR SHALL GOORDINATE INSTALLATION OF ELEGTRIGAL WORK ABOVE THE GEILING TO PROVIDE THE GREATEST POSSIBLE CLEARANCE FOR INSTALLATION OF PLUMBING AND MECHANICAL INSTALLATION. CONDUIT RUNS TO BE RUN; THROUGH TRUSSES WHERE POSSIBLE. 10. COORDINATE EXACT LOCATION OF DEVICES GLTVING CASEWORK WITH CASEWORK CONTRACTOR. II. COORDINATE ALL LOW VOLTAGE CONDUIT AND ROUGH -IN REQUIREMENTS WITH LOW VOLTAGE CONTRACTORS. 12. SWITCHBOARDS, PANELBOARDS, DISCONNECT SWITCHES, TRANSFORMER AND CONTACTORS SHALL BE "LISTED" AND "IDENTIFIED" A5 RATED FOR A MINIMUM OF 75G CONDUCTOR TERMINATION. 13. ELECTRICAL CONTRACTOR SHALL INGLUDE EQUIPMENT GROUND CONDUCTOR IN ALL RACEWAYS. SIZE RACEWAYS AS NECESSARY TO COMPLY WITH N.E.G. 14. ALL EMPTY CONDUITS SHALL BE PROVIDED WITH A PULL WIRE. NOT PERMI I Hai, ARRANGE CIRCUITS TO AVOID THIS SITUATION). FIELD GOORDINATE WITH MANAGER PRIOR TO ROUGH IN TO AVOID CONFLICTS. JUNCTION BOXESTENANMAY BE PLACED BOXES BE PLACED ABOVE LAY -IN CEILINGS. 22. FIELD VERIFY EXACT LOCATION AND ELECTRICAL REQUIREMENTS OF ALL HVAC EQUIPMENT WITH MEGHANIGAL GONTRAGTOR, PRIOR TO ORDERING RELATED ELEGTRIGAL EQUIPMENT. 23. PLACEMENT OF ALL RECEPTACLES SHALL BE INTENTIONAL (I.E. CENTERED ON COLUMNS OR WALL FEATURES, OR TIGHT TO CORNER). IF RECEPTACLE IS NOT SHOWN IN A DESIRABLE LOCATION, FIELD VERIFY EXACT PLACEMENT OF RECEPTACLE WITH TENANT'S CONSTRUCTION MANAGER PRIOR TO RECEPTACLE BOX ROUGH -IN. 24. INSTALLATION OF LIGHTING FIXTURES SHALL BE ACCORDING TO MANUFACTURER'S RECOMMENDATIONS AND ACCORDING TO GORE REQUIREMENTS. 25. ALL FIXTURES SCHEDULED MAY NOT NECESSARILY BE USED ON THIS PROJECT. REFER TO LIGHTING PLAN. 26. PROVIDE ALL NECESSARY COMPONENTS TO MAKE A COMPLETE WORKING SYSTEM. VERIFY ROW LENGTHS, FEED POINT AND MOUNTING REQUIREMENTS PRIOR TO ORDERING. 21. TAKE ADEQUATE GARE TO GORREGTLY LOCATE ALL ELECTRICAL SIUBOUTS, FLOOR BOXES, J -BOXES, TRACK, ETG. PRECISE LOCATIONS OF FLOOR OUTLETS AND J -BOXES 15 VERY IMPORTANT. ALL GAT -5 WIRE TO BE PROVIDED BY OWNER'S VENDOR. Ni Design 11 Talcott Notch Road Farmington, CT 06032 T. 860 • 678 • 1946 F. 860. 678. 7111 nidesign@nidesign.net © 2013 CONSULTANTS Project Management * Design 12035 COLWICK SAN ANTONIO, TX 78216 I. '4101i„„, :)1;111,1111111,11:1"11,11'1111",i, u�,,;il' L....., � �.Ii.in...,,, u,, 5 . 6 . 13 ISSUED TO CLIENT FOR FINAL REVIEW 5 .1.13 ISSUED TO LANDLORD FOR FINAL REVIEW 5 . 10.13 ISSUED FOR BID t PERMIT TENANT CRITERIA AND LANDLORD NOTES • THE ELEGTRIGAL GONTRAGTOR 15 RESPONSIBLE TO OBTAIN A GOPY OF THE MALL'S TENANT GRITERIA HANDBOOK. • THE ELEGTRIGAL INSTALLATION MUST MEET ALL REQUIREMENTS OF THE NATIONAL ELEGTRIGAL CODE, LOGAL AUTHORITY HAVING JURISDICTION AND LANDLORD'S INSURANCE PROVIDER(S). • NO APPURTENANCES (INCLUDING LIGHT FIXTURES, ANTENNAS, SIGNS, ETC.) SHALL BE AFFIXED TO THE EXTERIOR WALLS OR ROOF OF LANDLORD'S BUILDING WITHOUT PRIOR APPROVAL FORM THE TENANT REVIEW COORDINATOR. • SPECIAL CARE MUST BE TAKEN TO PROTEGT SHOPPING CENTER FLOORING, DOORWAYS, AND CEILINGS. ALL CARTS, DOLLIES, ETG., MUST HAVE RUBBER WHEELS. WHEELBARROWS OR OTHER WHEELED VEHIGLES WITHOUT RUBBER WHEELS ARE STRICTLY PROHIBITED. ANY DAMAGE REPAIRS OR CLEANUP OF DEBRIS WHIGH MUST BE HANDLED BY LANDLORD SHALL BE AT THE SOLE COST AND EXPENSE OF TENANT, PLUS A 20% ADMINISTRATIVE FEE. • LOUD NOISES WILL NOT BE TOLERATED DURING SHOPPING GENTER HOURS. • NO ONE 15 ALLOWED ON THE SHOPPING GEN I tK ROOF WITHOUT PRIOR WRITTEN APPROVAL FROM LANDLORD. • GONTRAGTOR MUST RECEIVE PRIOR PERMISSION OF LANDLORD FOR WORK AFTER NORMAL WORKING HOURS. • GONTRAGTOR, AND EMPLOYEES MUST PERFORM WORK IN A PROFESSIONAL MANNER. UNPROFESSIONAL BEHAVIOR, (I.E., PROFANITY, SPITTING, ETC.), WILL NOT BE TOLERATED AND WILL RESULT IN THE SHUT -DOWN OF THE JOB SITE UNTIL THE UNPROFESSIONAL CONTRACTOR/EMPLOYEE 15 REMOVED AND NEW CONTRACTOR/EMPLOYEE 15 EMPLOYED. ALL CONS 14UGTION PERSONNEL ARE REQUIRED TO WEAR SHIRTS AND SHOES AT ALL TIMES. • LANDLORD AND LANDLORD'S AGENT RESERVES THE RIGHT TO STOP WORK IN PROGRESS FOR VIOLATIONS OF THE RULES AND REGULATIONS. • AGGE55 TO LANDLORD'S SWITGHGEAR 15 RESTRIGTED AND MUST BE SGHEDULED WITH SHOPPING CENTER MANAGEMENT. INTERRUPTION OF POWER TO EXISTING TENANTS MUST HAVE LANDLORD'S PRIOR APPROVAL • ALL SIGN, LOGO AND SHOW WINDOW ILLUMINATION MUST BE CONTROLLED BY AN AUTOMATIG TIMEGLOGK. • NIGHT LIGHTING SHALL BE DESIGNED AND INSTALLED, RESULTING IN LOW LEVEL ILLUMINATION THROUGHOUT THE SPACE WHEN THE STORE 15 CLOSED. • TENANT'S ELEGTRIGAL SYSTEM SHALL BE GROUNDED TO STEEL STRUCTURE PER THE NATIONAL ELEGTRIGAL CODE. TENANT'S GONTRAGTOR SHALL REPAIR STEEL FIREPROOFING (IF APPLICABLE). • TENANT SHALL PROVIDE AND INSTALL A GOMPLETE ELEGTRIGAL SYSTEM AND PERFORM ALL REQUIRED WORK WHIGH MAY INCLUDE, BUT 15 NOT LIMITED TO, FUSED DISCONNECT SWITCH, METER PAN AND SOCKET, METER, GONDUIT AND WIRE FROM LANDLORD'S DESIGNATED DISTRIBUTION POINT TO AND WITHIN THE PREMISES, AND ALL WIRING AND CONNECTIONS FROM THE GENTRAL DISTRIBUTION PANELS, LIGHTING PANELS, ALL FEEDER CONDUCTORS, ANY REQUIRED TRANSFORMERS, ALL GONDUIT AND WIRING FOR POWER DISTRIBUTION WITHIN THE LEASED PREMISES, LIGHTING FIXTURES, RECEPTACLES, SWITGHES AND MISCELLANEOUS DEVICES REQUIRED WITHIN THE PREMISES. • ALL ELECTRICAL WORK WILL CONFORM TO BUILDING DESIGN PARAMETERS AND ALL APPLIGABLE GOVERNMENTAL REGULATIONS INGLUDING ENERGY GONSERVATION GODES. WHERE PREVIOUSLY EXISTING ELECTRICAL GOMPONENTS ARE TO BE REUSED, TENANT AGGEPTS ALL EXISTING ELECTRICAL COMPONENTS IN AN "AS -IS" CONDITION AND WILL REPLACE, REPAIR OR REFURBISH THESE COMPONENTS TO A "LIKE -NEW" CONDITION ADEQUATE FOR THE OCCUPANCY OF THE PREMISES AND COMPLIANT WITH BUILDING DESIGN PARAMETERS AND ALL GOVERNMENTAL REGULATIONS. • ALL MODIFIGATIONS TO THE EXISTING SYSTEM WITHIN THE DEMISED PREMISES SHALL BE BY TENANT'S CONTRACTOR. TENANT'S CONTRACTOR ACCEPTS EXISTING SYSTEM IN "A5 -I5" CONDITION AND 15 RESPONSIBLE FOR DETERMINING THE ADEQUAGY OF ANY EQUIPMENT OR SYSTEM WHIGH TENANT'S GONTRAGTOR CHOOSES TO REUSE. ANY EQUIPMENT OR SYSTEM COMPONENTS WHICH TENANT'S GONTRAGTOR INTENDS TO USE OR REUSE SHALL BE CLEARLY DESIGNATED AS SUCH 014 TENANT'S DRAWINGS. • INSTALLATION SHALL CONFORM TO THE FOLLOWING: A. ELECTRICAL PANELS SHALL HAVE COPPER BUS BARS AND BOLT -IN BREAKERS. LOAD CENTERS ARE NOT PERMITTED. THE NATIONAL ELECTRICAL CODE REQUIRES THAT LIGHTING PANELS GONTAIN GIRGUIT BREAKERS RATED FOR SWITCHING DUTY. B. PANEL BOARDS SHALL BE DESIGNED FOR A MINIMUM OF 25% EXCESS GAPAGITY BASED ON GONNEGTED LOAD. TENANT SHALL PROVIDE 20% SPARE BREAKER SPACE. • ENGRAVED, MEGHANIGALLY ATTACHED NAME PLATES SHALL BE INSTALLED ON EACH PANELBOARD, TRANSFORMER, DISCONNECT SWITCH, MOTOR STARTER, ETC. • A GONVENIENGE REGEPTAGLE AND SWITCHED LIGHT FIXTURE SHALL BE INSTALLED ADJACENT TO ALL ROOF MOUNTED MEGHANIGAL EQUIPMENT. • TENANT SHALL PROVIDE CONDUIT AND WIRING FOR THE PROVISION OF TELEPHONE AND GABLE (IF AVAILABLE) SERVICE TO THE LEASED PREMISES FROM THE LANDLORD'S DESIGNATED TELEPHONE UTILITY DISTRIBUTION PANEL TO AND WITHIN THE PREMISES. TENANT SHALL FURNISH AND INSTALL ALL TELEPHONE AND GABLE EQUIPMENT, CONDUIT AND WIRING, OUTLET BOXES AND DEVICES WITHIN THE LEASED PREMISES. TENANT SHALL MAKE ALL NECESSARY ARRANGEMENTS DIRECTLY WITH THE APPROPRIATE TELEPHONE AND GABLE SERVICE PROVIDER(5). ALL TELEPHONE WIRE AND GABLE OUTSIDE OF THE LEASED PREMISES SHALL BE ROUTED THROUGH CONDUIT FROM THE APPLICABLE UTILITY DISTRIBUTION POINT TO AND WITHIN THE PREMISES BY THE TENANT. ALL TELEPHONE AND GABLE WIRING IN THE PREMISES SHALL BE PLENUM RATED. • ALUMINUM WIRING 15 NOT PERMITTED. ALL WIRING BY TENANT SHALL BE COPPER. TENANT SHALL INSTALL ONLY TYPE R CURRENT LIMITING FUSES. ALL FEEDER CONDUCTORS SHALL BE COPPER. INSULATION SHALL BE TYPE THHN, THWN. ALL PANELBOARDS, LIGHTING FIXTURES, RECEPTACLES, LIGHTING SWITCHES, DISCONNEGT SWITCHES AND OTHER ELECTRICAL EQUIPMENT SHALL BE U.L. APPROVED. • TENANT'S ELEGTRIGAL CONTRACTOR'S INSTALLATION SHALL GOMPLY WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, NFPA AND ALL OTHER APPLICABLE CODES. LANDLORD'S APPROVAL OF ELECTRICAL DRAWINGS 15 NOT TO BE INTERPRETED AS STATEMENT OF COMPLIANCE WITH GORE REQUIREMENTS. • NO PVG JAGKETED GABLE SHALL BE PERMITTED ABOVE HUNG CEILINGS UNLESS RUN THROUGH A CONDUIT SYSTEM. ALL EXPOSED WIRING SHALL BE IN CONDUITS. TENANT SHALL FURNISH LANDLORD WITH TWO COPIES OF AN ELECTRICAL SUMMARY, ELECTRICAL PANELBOARD SCHEDULE, ELECTRICAL EQUIPMENT SCHEDULES AND OTHER RELATED REPORTS. ALL WIRING SHALL BE IN EMT OR RIGID GONDUIT. FLEXIBLE GONDUIT MAY ONLY BE USED FOR FINAL CONNECTIONS FROM OUTLET BOXES TO LIGHT FIXTURES, MOTORS, APPLIANCES, ETG, MAX LENGTH 6 FEET. NO BX, ROMEX, ARMORED GABLE, ETG ALLOWED. WALL SWITCHES SHALL BE 20 AMP, 120/211 VOLT RATING. USE LEVITON SERIES 1221 THROUGH 1224 OR EQUAL SERIES BY SIERRA OR HUBBELL. • THE TENANT/TENANT'S GENERAL GONTRAGTOR 15 RESPONSIBLE TO ENSURE THAT THERE ARE NO UNDERGROUND UTILITIES OR OTHER SERVICES BEFORE GUTTING ANY GONGRETE, ANYWHERE ON THE PROPERTY. THE TENANT WILL BE LIABLE FOR ALL REPAIRS AND/OR LOST BUSINESS DUE TO A UTILITY OR SERVIGE INTERRUPTION A5 A RESULT OF GUTTING THE SLAB. RECEIVED CITY OF TUKWILA MAY 3 0 2013 PERMIT CENTER li. Ili Electrical Legends and Notes 5.10.13 drawn by: clg 11!!iVIC;;C()dl o AS NOTED '1141::)J EiCT: gl„Vtll;„1,!v' #: #204 Westfield South -Center Seattle, WA sd,,,ll„ 'll'l„:: 1,647 ,Ilu;° o[;, ;; 13064 l'il VA r AR JIPAPAY L. P VERS STATS OF WAS; IINGTOt,' I111 1111111, E.3 1 DIVISION 16: ELECTRICAL SPECIFICATIONS I6AI GENERAL INSTRUCTIONS 16A I-1 GENERAL REQUIREMENTS. ALL REQUIREMENTS UNDER DIVISION ONE AND THE GENERAL AND SUPPLEMENTARY CONDITIONS OF THESE SPECIFICATIONS SHALL BE A PART OF THIS SECTION. EACH CONTRACTOR SHALL BE RESPONSIBLE TO BECOME THOROUGHLY FAMILIAR WITH ALL ITS CONTENTS A5 TO REQUIREMENTS WHICH AFFECT THIS DIVISION OR SECTION. THE WORK REQUIRED UNDER THIS SECTION INCLUDES ALL MATERIAL, EQUIPMENT, APPLIANCES, AND LABOR REQUIRED TO COMPLETE THE ENTIRE SYSTEM AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS, OR REASONABLY INFERRED TO BE NECESSARY TO FACILITATE EACH SYSTEMS FUNCTIONING AS INDICATED BY THE DESIGN AND THE EQUIPMENT SPECIFIED. I6A 1-2 DEFINITIONS. FURNISH: THE TERM "FURNISH" 15 USED TO MEAN "SUPPLY AND DELIVER TO THE PROJECT SIGN, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION AND SIMILAR OPERATIONS." INSTALL: THE TERM "INSTALL" 15 USED TO DESCRIBE OPERATIONS AT THE PROJECT SITE INCLUDING THE ACTUAL "UNLOADING, UNPACKING, ASSEMBLY, ERECTION, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, GLEANING, AND SIMILAR OPERATIONS." PROVIDE: THE TERM "PROVIDE" MEANS "TO FURNISH AND INSTALL, COMPLETE AND READY FOR INTENDED USE." FURNISHED BY OWNER OR FURNISHED BY OTHERS: THE ITEM WILL BE FURNISHED BY THE OWNER OR OTHERS. IT IS TO BE INSTALLED AND CONNECTED UNDER THE REQUIREMENTS OF THIS DIVISION, COMPLETE AND READY FOR OPERATION, INCLUDING ITEMS INCIDENTAL TO THE WORK, INCLUDING SERVICES NECESSARY FOR PROPER INSTALLATION AND OPERATION. THE INSTALLATION SHALL BE INGLUDED UNDER THE GUARANTEE REQUIRED BY THIS DIVISION. ENGINEER: WHERE REFERENCED IN THIS DIVISION, "ENGINEER" 15 THE ENGINEER OF RECORD AND THE DESIGN PROFESSIONAL FOR THE WORK UNDER THIS DIVISION, AND 15 A CONSULTANT TO, AND AND AUTHORIZED REPRESENTATIVE OF, THE ARCHITECT, AS DEFINED IN THE GENERAL AND/OR SUPPLEMENTARY CONDITIONS. WHEN USED IN THIS DIVISION, IT MEANS INCREASED INVOLVEMENT BY, AND OBLIGATIONS TO, THE ENGINEER, IN ADDITION TO THE INVOLVEMENT BY, AND OBLIGATIONS TO, THE "ARCHITECT". AHJ: THE LOCAL CODE AND/OR INSPECTION AGENCY (AUTHORITY) HAVING JURISDICTION OVER THE WORK. THE TERMS "APPROVED EQUAL", "EQUIVALENT", OR "EQUAL" ARE USED SYNONYMOUSLY AND SHALL MEAN "ACCEPTED BY OR ACCEPTABLE TO THE ENGINEER A5 EQUIVALENT TO THE ITEM OR MANUFACTURER SPECIFIED". THE TERM "APPROVED" SHALL MEAN LABELED, LISTED, OR BOTH, BY A NATIONALLY RECOGNIZED TESTING LABORATORY (E.G. UL, ETL, GSA), AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. I6A 1-3 INSPECTION OF SITE. THE CONTRACTOR SHALL PERSONALLY INSPECT THE SITE OF THE PROPOSED WORK AND BEGOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK 15 TO BE DONE. FAILURE TO DO 50 WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. I6A 1-4 MATERIAL AND WORKMANSHIP. ALL MATERIAL AND APPARATUS SHALL BE NEW AND IN FIRST GLASS CONDITION. ALL MATERIAL AND APPARATUS SHALL HAVE MARKINGS OR A NAMEPLATE IDENTIFYING THE MANUFACTURER AND PROVIDING SUFFICIENT REFERENCE TO ESTABLISH QUALITY, SIZE AND CAPACITY. ALL WORKMANSHIP SHALL BE OF THE FINEST POSSIBLE BY EXPERIENCED MECHANICS OF THE PROPER TRADE. IN GENERAL, ALL MATERIALS AND EQUIPMENT SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTABLE. ALL HOISTS, SCAFFOLDS, STAGING, RUNWAYS, TOOLS, MACHINERY AND EQUIPMENT REQUIRED FOR THE PERFORMANCE OF THE ELECTRICAL WORK SHALL BE FURNISHED BY THIS CONTRACTOR. MATERIAL AND EQUIPMENT SHALL BE STORED AND MAINTAINED IN GLEAN CONDITION, AND PROTECTED FROM WEATHER, MOISTURE, AND PHYSICAL DAMAGE. 16A 1-5 COORDINATION. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER CONTRACTORS AND SUBCONTRACTORS 50 THAT VARIOUS COMPONENTS OF THE ELECTRICAL SYSTEMS WILL BE INSTALLED AT THE PROPER TIME, WILL FIT THE AVAILABLE SPACE, AND WILL ALLOW PROPER SERVICE ACCESS TO ALL EQUIPMENT. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL, STRUGTURAL AND MECHANICAL DRAWINGS AND TO RELEVANT EQUIPMENT DRAWINGS TO DETERMINE THE EXTENT OF CLEAR SPACES. THE CONTRACTOR SHALL MAKE ALL OFFSETS REQUIRED TO CLEAR EQUIPMENT, BEAMS AND OTHER STRUCTURAL MEMBERS; AND TO FACILITATE CONGEALING CONDUIT IN THE MANNER ANTICIPATED IN THE DESIGN. THE CONTRACTOR SHALL PROVIDE MATERIALS WITH TRIM WHICH WILL FIT PROPERLY THE TYPES OF CEILING, WALL, OR FLOOR FINISHES ACTUALLY INSTALLED. ICA I-6 DIMENSIONS AND LAYOUTS. THE DRAWINGS ARE SCHEMATIC IN NATURE, BUT SHOW THE VARIOUS COMPONENTS OF THE SYSTEMS APPROXIMATELY TO SCALE AND ATTEMPT TO INDICATE HOW THEY ARE TO BE INTEGRATED WITH OTHER PARTS OF THE BUILDING. FIGURED DIMENSIONS SHALL BE TAKEN IN PREFERENCE TO SCALE DIMENSIONS. DETERMINE EXACT LOCATIONS BY JOB MEASUREMENTS, BY CHECKING THE REQUIREMENTS OF OTHER TRADES, AND BY REVIEWING ALL CONTRACT DOCUMENTS. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ERRORS WHICH COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND INSPECTION. I6A 1-1 ORDINANCES AND CODES. CONTRACTOR'S PERFORMANCE, WORKMANSHIP AND MATERIALS SHALL COMPLY WITH NATIONAL FIRE PROTECTION ASSOCIATION CODES, STATE AND LOCAL BUILDING CODES, AND/OR ALL OTHER APPLICABLE GODES AND ORDINANCES. CONTRACTOR SHALL COMPLY WITH RULES AND REGULATIONS OF PUBLIC UTILITIES AND MUNICIPAL DEPARTMENTS AFFECTED BY CONNECTION OF SERVICES. OBTAIN AND PAY FOR ALL PERMITS. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY VIOLATION OF THE LAW. CONTRACTOR SHALL MAINTAIN ALL NECESSARY SIGNAL LIGHTS AND GUARDS FOR THE SAFETY OF THE PUBLIC. 16A I-8 SUBSTITUTIONS. THIS SPECIFICATION PROVIDES THAT THE BASE BID OF ALL CONTRACTORS SHALL INCLUDE THE PRODUCTS SPECIFICALLY NAMED, THE CONTRACTOR BEING PERMITTED TO SUBMIT IN THE FORM OF ALTERNATES, WITH HIS PROPOSAL, PRODUCTS OF ANY OTHER MANUFACTURERS FOR SIMILAR USE, PROVIDED THE DIFFERENCE IN DOST, IF ANY, 15 SPECIFIED IN EACH CASE. THE TERMS "APPROVED", "APPROVED EQUAL", OR "EQUAL" SHALL MEAN APPROVED BY THE ENGINEER AS AN ACCEPTABLE ALTERNATE BID. NO SUBSTITUTIONS WILL BE CONSIDERED THAT ARE NOT 5112 A5 AN ALTERNATE. 16A I -q SHOP DRAWINGS. SUBMIT FOR APPROVAL TWO SETS OF MANUFACTURERS SHOP DRAWINGS OF ALL MAJOR ITEMS OF EQUIPMENT AND ALL ITEMS REQUIRING COORDINATION BETWEEN CONTRACTORS. BEFORE SUBMITTING SHOP DRAWINGS AND MATERIAL LISTS, THE CONTRACTOR SHALL VERIFY THAT ALL EQUIPMENT SUBMITTED 15 MUTUALLY COMPATIBLE AND SUITABLE FOR THE INTENDED USE, AND SHALL FIT THE AVAILABLE SPADE AND ALLOW AMPLE ROOM FOR MAINTENANCE. THE ENGINEER'S CHECKING AND SUBSEQUENT APPROVAL OF SUCH SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS IN DIMENSIONS, DETAILS, SIZE OF MEMBERS, OR QUANTITIES; OR OMISSIONS OF COMPONENTS OR FITTINGS;OR FOR COORDINATING ITEMS WITH ACTUAL BUILDING GOND ITIONS. 16A 1-10 ADJUSTING. ALIGNING AND TESTING, ALL ELECTRICAL EQUIPMENT ON THIS PROJECT FURNISHED UNDER THIS DIVISION AND ALL ELECTRICAL EQUIPMENT FURNISHED BY OTHERS SHALL BE ADJUSTED, ALIGNED AND TESTED FOR PROPER OPERATION BY THE ELECTRICAL CONTRACTOR. COMPLETE WIRING SYSTEMS SHALL BE FREE FROM SHORT CIRCUITS. ALL MOTORS SHALL BE VERIFIED FOR PROPER ROTATION. THE CONTRACTOR SHALL MAINTAIN ON THE PROJECT PREMISES THE FOLLOWING AT ALL TIMES: A TRUE RMS READING VOLTMETER, A TRUE RMS READING AMMETER, AND A MEGGER INSULATION RESISTANCE TESTER. THE CONTRACTOR SHALL PROVIDE TEST DATA READINGS A5 REQUESTED OR AS REQUIRED. 16A I-11 OPERATION AND MAINTENANCE INSTRUCTIONS. SUBMIT TO THE OWNER (2) COPIES, (I) LEFT AT STORE, (I) SUBMITTED TO YGG PROJECT MANAGER, EACH OF MATERIAL FOR MAINTENANCE AND OPERATION INSTRUCTION MANUALS, APPROPRIATELY BOUND INTO MANUAL FORM INCLUDING APPROVED COPIES OF THE FOLLOWING, REVISED IF NECESSARY TO SHOW SYSTEM AND EQUIPMENT AS ACTUALLY INSTALLED: MANUFACTURERS CATALOG SHEETS WIRING DIAGRAMS MAINTENANCE INSTRUCTIONS OPERATING INSTRUCTIONS PARTS LISTS CONTRACTOR SHALL ALSO PROVIDE ADEQUATE VERDAL INSTRUCTIONS OF SYSTEM OPERATION TO OWNER'S REPRESENTATIVE AT THE TERMINATION OF THE WORK. 16A 1-12 START UP OF SYSTEMS. PRIOR TO STARTUP OF THE ELECTRICAL SYSTEMS, THE CONTRACTOR SHALL CHECK ALL COMPONENTS AND DEVICES, LUBRICATE ITEMS ACCORDINGLY, AND TIGHTEN ALL SCREWED AND BOLTED CONNECTIONS. ADJUST TAPS ON EACH TRANSFORMER FOR RATED SECONDARY VOLTAGE. CHECK AND RECORD BUILDING'S SERVICE ENTRANCE VOLTAGE, GROUNDING CONDITIONS, GROUNDING RESISTANCE AND PROPER PHASING. BALANCE ALL SINGLE PHASE LOADS AT EACH PANELBOARD, REDISTRIBUTING BRANCH CIRCUIT CONNECTIONS UNTIL BALANCE 15 ACHIEVED. new INTERIORS LTD N i Design 11 Talcott Notch Road Farmington, CT 06032 T. 860 • 678 - 1946 F. 860. 678. 7111 nidesign@nidesign.net © 2013 16A 1-13 GUARANTEE. GUARANTEE AGAINST DEFECTIVE WORKMANSHIP AND MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL PAYMENT. GUARANTEE SHALL INCLUDE MATERIAL TO BE REPLACED AND ALL LABOR REQUIRED. I6A 1-14 MISCELLANEOUS REMODELING WORK. PROVIDE ALL ITEMS OF ELECTRICAL SYSTEMS MODIFICATION REQUIRED BECAUSE OF BUILDING REMODELING, AS NOTED ON THE DRAWINGS, OR NECESSARY FOR PROPER OPERATION. I6A2 ELECTRICAL INSTALLATION. I6A 2-1 EXCAVATION AND BACKFILLING. DO ALL EXCAVATION OF ALL MATERIALS ENCOUNTERED INCLUDING ROCK REQUIRED FOR WORK UNDER THIS SECTION. BACKFILL ALL TRENCHES, TAMPING WELL IN 6" LAYERS. SYSTEM SHALL BE TESTED, MADE TIGHT AND ACCEPTED BEFORE BACKFILL. REMOVE FROM PREMISES ALL EXCESS MATERIAL NOT USED IN BAGKFILLING. REPAIR ALL STREETS, SIDEWALKS, DRIVES, PAVING, ETG. DAMAGED. REPAIR MATERIALS SHALL GENERALLY MATCH EXISTING CONSTRUCTION. ALL BAGKFILLING AND REPAIRING SHALL MEET ALL REQUIREMENTS OF THE CITY AND OTHERS HAVING JURISDICTION. REPAIR WORK SHALL BE THOROUGHLY FIRST GLA55. CONFORM TO ALL REQUIREMENTS OF DIVISION TWO OF THIS SPECIFICATION. I6A 2-2 GLEANING. DIRT AND REFUSE RESULTING FROM THE PERFORMANCE OF THE WORK SHALL BE REMOVED FROM THE PREMISES A5 REQUIRED TO PREVENT ACCUMULATION, THE CONTRACTOR SHALL COOPERATE IN MAINTAINING REASONABLY GLEAN PREMISES AT ALL TIMES. IMMEDIATELY PRIOR TO FINAL INSPECTION, THE CONTRACTOR SHALL MAKE A FINAL CLEANUP OF DIRT AND REFUSE RESULTING FROM HIS WORK. THE CONTRACTOR SHALL CLEAN ALL MATERIAL AND EQUIPMENT INSTALLED UNDER THE ELECTRICAL CONTRACT. DIRT, DUST, PLASTER, STAINS AND FOREIGN MATTER SHALL BE REMOVED FROM ALL SURFACES. DAMAGED FINISHES SHALL BE TOUGHED UP AND RESTORED TO THEIR ORIGINAL CONDITION. I6A 2-3 GUTTING AND PATCHING. THIS CONTRACTOR SHALL DO ALL GUTTING OF WALLS, FLOORS, CEILINGS, ETG. AS REQUIRED TO INSTALL WORK UNDER THIS SECTION. CONTRACTOR SHALL OBTAIN PERMISSION OF THE ARCHITECT BEFORE DOING ANY GUTTING. ALL HOLES SHALL BE GUT A5 SMALL A5 POSSIBLE. CONTRACTOR SHALL PATCH WALLS, FLOORS, ETG. AS REQUIRED BY WORK UNDER THIS SECTION. ALL PATCHING SHALL BE THOROUGHLY FIRST GLASS AND'SHALL MATCH THE ORIGINAL MATERIAL AND GONSTRUGTION. 16A 2-4 ROUGH -IN. COORDINATE WITHOUT DELAY ALL ROUGHING -IN WITH GENERAL CONSTRUCTION. ALL CONDUIT ROUGH -IN SHALL BE CONGEALED EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE SHOWN. 16A'2-5 CONDUIT. ALL CONDUIT SHALL BE RUN CONGEALED EXCEPT WHERE OTHERWISE NOTED. ALL CONDUIT RUN UNDERGROUND, EXPOSED TO WEATHER, OR OTHER HAZARDOUS CONDITIONS SHALL BE RIGID. ALL OTHER CONDUIT MAY BE THIN-WALL WHERE APPROVED BY LOCAL CODE. AT CONTRACTOR'S OPTION, PVG CONDUIT (WITH GROUND WIRE)' MAY BE USED WHERE PERMITTED BY CODE. FINAL CONNECTION TO EACH MOTOR AND TRANSFORMER AND TO ANY DEVICE WHICH WOULD OTHERWISE TRANSMIT MOTION, VIBRATION OR NOISE, SHALL BE IN FLEXIBLE METAL CONDUIT. WHERE FLEXIBLE METAL CONDUIT 15 EXPOSED TO LIQUIDS, VAPORS OR SUNLIGHT, LIQUID -TIGHT FLEXIBLE METAL CONDUIT SHALL BE USED. ALL FLEXIBLE METAL CONDUIT SHALL BE PROVIDED WITH AN INSULATED GROUND WIRE. 16A 2-6 CONDUIT INSTALLATION. A. ALL WIRING SHALL BE RUN IN CONDUIT OR BE TYPE MG GABLE WHERE SPECIFIED AS ACCEPTABLE. MAXIMUM LENGTH OF RUN FOR MG GABLE 15 6'-0". B. CONDUIT SHALL BE INSTALLED GONGEALED ABOVE SUSPENDED CEILINGS OR CONGEALED IN WALLS OR FLOORS WHEREVER POSSIBLE. FOR MULTISTORY BUILDINGS, CONDUIT SHALL BE INSTALLED CONGEALED IN CEILING PLENUM OF SPADE BELOW AND SHALL NOT INTERFERE WITH EXISTING TENANT PLENUM MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS. RUN PARALLEL TO BUILDING LINES. G. CONDUIT SHALL BE INSTALLED TO REQUIREMENTS OF STRUCTURE AND TO REQUIREMENTS OF ALL OTHER WORK ON THE PROJECT. CONDUIT SHALL BE INSTALLED TO CLEAR ALL OPENINGS, DEPRESSIONS, PIPES, DUCTS, REINFORCING STEEL, ETG. CONDUIT SET IN FORMS FOR CONCRETE STRUCTURE SHALL BE INSTALLED IN SUCH A MANNER THAT INSTALLATION WILL NOT AFFECT THE STRENGTH OF THE STRUCTURE. EXCEPT WHERE APPROVED IN WRITING BY THE ARCHITECT, NO CONDUIT SHALL BE RUN IN A CONCRETE SLAB. CONDUIT SHALL BE LOCATED IN GRANULAR FILL BELOW SLABS ON GRADE OR IN PLENUM SPACE. D. CONDUITS SHALL BE INSTALLED CONTINUOUS BETWEEN CONNECTIONS TO OUTLETS, BOXES AND CABINETS WITH A MINIMUM POSSIBLE NUMBER OF BENDS AND NOT MORE THAN THE EQUIVALENT OF FOUR q0 DEGREE BENDS BETWEEN CONNECTIONS. BENDS SHALL BE SMOOTH AND EVEN AND SHALL BE MADE WITHOUT FLATTENING CONDUIT OR FLAKING ENAMEL. RADIUS OF BENDS SHALL BE A5 LONG AS POSSIBLE AND. NEVER SHORTER THAN THE CORRESPONDING TRADE ELBOW. LONG RADIUS ELBOWS SHALL BE USED WHERE NECESSARY. E. CONDUITS SHALL BE SECURELY FASTENED IN PLAGE WITH APPROVED STRAPS, HANGERS AND STEEL SUPPORTS A5 REQUIRED. SINGLE CONDUITS FOR FEEDERS SHALL BE HUNG WITH MALLEABLE SPLIT RING HANGERS WITH ROD AND TURNBUCKLE SUSPENSION FROM INSERTS SPACED NOT OVER 10 FEET APART IN CONSTRUCTION ABOVE. GROUPS OF HORIZONTAL FEEDER CONDUITS SHALL BE CLAMPED TO UNISTRIJT STEEL CHANNELS AND SUSPENDED FROM INSERTS SPADED NOT OVER 10 FEET APART IN CONSTRUCTION ABOVE. VERTICAL FEEDER CONDUITS SHALL BE SECURELY CLAMPED TO STRUCTURAL STEEL MEMBERS ATTACHED TO STRUCTURE. GABLE CLAMPS SHALL BE INSTALLED FOR SUPPORT OF VERTICAL FEEDERS WHERE REQUIRED. CONDUIT SUPPORTS SHALL BE ADDED WITHIN 12" AT ONE END OF ALL BENDS. CONDUIT SHALL NOT BE SUPPORTED FROM SUSPENDED CEILING COMPONENTS, DUCT WORK OR PIPING. F. CONDUIT ENDS SHALL BE REAMED BEFORE INSTALLATION AND ALL CONDUIT SHALL BE THOROUGHLY GLEANED BEFORE INSTALLATION AND KEPT GLEAN AFTER INSTALLATION. OPENINGS AND BOXES SHALL BE PLUGGED OR COVERED AS REQUIRED TO KEEP CONDUIT GLEAN DURING CONSTRUCTION AND ALL CONDUIT SHALL BE FISHED CLEAR OF OBSTRUCTIONS BEFORE THE PULLING OF WIRES. ALL CONDUIT SHALL BE OF AMPLE SIZE FOR PULLING OF WIRE AND SHALL NOT BE SMALLER THAN CODE REQUIREMENTS AND NOT LESS THAN 1/2" IN SIZE. G. ALL ELECTRICAL WORK SHALL BE PROTECTED AGAINST DAMAGE DURING CONSTRUCTION. ANY WORK DAMAGED OR MOVED OUT OF LINE AFTER ROUGHING -IN SHALL BE REPAIRED TO MEET ENGINEER'S APPROVAL WITHOUT ADDITIONAL COST TO THE OWNER. H. CONDUIT TERMINATIONS AT PANELBOARDS, SWITCHBOARDS, MOTOR CONTROL EQUIPMENT AND JUNCTION BOXES SHALL BE ALIGNED AND INSTALLED TRUE AND PLUMB. I. INSTALL APPROVED EXPANSION FITTINGS WHERE CONDUIT OR EMT PAS THROUGH EXPANSION JOINTS. J. INSTALL A PULL WIRE IN EACH EMPTY CONDUIT WHICH 15 LEFT BY THE CONTRACTOR FOR INSTALLATION OF WIRES OR GABLES BY OTHERS. K. MAKE ALL JOINTS AND CONNECTIONS IN A MANNER WHICH WILL INSURE MECHANICAL STRENGTH AND ELECTRICAL CONTINUITY. L. THRU-WIRING OF LIGHT FIXTURES 15 NOT PERMITTED. M. METALLIC CONDUIT IN DIRECT CONTACT WITH EARTH SHALL BE COATED WITH AN ASPHALT BASE PAINT U.L. LISTED FOR THIS APPLICATION. 16A 2-1 BUSHINGS AND LOGKNUTS. WHERE CONDUITS ENTER BOXES, THEY SHALL BE RIGIDLY CLAMPED TO THE BOX BY A BUSHING ON THE INSIDE AND A LOGKNUT ON THE OUTSIDE, AND CONDUIT SHALL ENTER THE BOX SQUARELY. BUSHINGS AND LOGKNUTS SHALL BE MADE OF GALVANIZED MALLEABLE IRON AND SHALL HAVE SHARP, GLEAN -GUT THREADS. WHERE THIN-WALL CONDUIT ENTERS BOX, PROVIDE APPROVED E.M.T. CONNECTORS. USE INSULATED GROUNDING BUSHINGS WHEREVER CONNECTION 15 SUBJECT TO VIBRATION OR MOISTURE. I6A 2-8 WIRE. ALL WIRE SHALL HAVE COPPER CONDUCTORS, WITH U.L. LABEL, AND 600 VOLT INSULATION. ALL WIRE SHALL BE RUN IN CONDUIT, INCLUDING LOW VOLTAGE WIRING. SERVICE ENTRANCE GABLE SHALL BE TYPE USE, THWN OR XHHN WITH STRANDED CONDUCTORS. ALL FEEDER AND BRANCH CIRCUITS NIRE #8 AWG AND LARGER SHALL BE TYPE THWN OR XHHW, BOTH WITH STRANDED CONDUCTORS. ALL WIRE *10 AWG AND SMALLER SHALL BE TYPE THWN (WET OR DAMP LOCATIONS, OR IN CONDUIT BELOW GRADE OR SLAB) OR THHN (DRY LOCATIONS ONLY AND ABOVE GRADE), BOTH WITH SOLID CONDUCTORS. WIRE WITHIN FLUORESCENT FIXTURE CHANNELS SHALL BE TYPE THHN. ALL BRANCH CIRCUIT WIRING SHALL BE NOT SMALLER THAN *12 AWG WIRE. IF NO WIRE SIZE 15 INDICATED ON THE PLANS FOR A BRANCH CIRCUIT, PROVIDE *12AWG WIRE AND A 20A CIRCUIT BREAKER. CONTROL WIRING SHALL HAVE 600V INSULATION AND BE OF THE PROPER TYPE, SIZE AND NUMBER AS REQUIRED TO ACCOMPLISHED SPECIFIED FUNCTION. CONSULTANTS 12035 COLWICK Project Management* Design SAN ANTONIO, TX 78216 16A 2- I WIRING INSTALLATION. A. ALL WIRING, INCLUDING LOW VOLTAGE, SHALL BE INSTALLED IN APPROVED RACEWAY AND ENCLOSURES. B. SUPPORT ALL WIRE AND GABLES IN VERTICAL INSTALLATIONS AS REQUIRED BY CODE BY INSTALLING GABLE SUPPORTERS OR PLUG -TYPE CONDUIT RISER SUPPORTS. G. ALL WIRE AND CABLE IN CONDUIT SHALL BE CONTINUOUS WITHOUT TAPS OR SPLICES. ALL SPLICES OR TAPS SHALL OCCUR IN APPROVED BOXES AND ENCLOSURES AND SHALL BE KEPT TO THE MINIMUM REQUIRED, AND SHALL BE MADE UP OF APPROVED SOLDERLESS CONNECTORS. ALL SPLICES, TAPS, AND JOINTS SHALL BE INSULATED AS REQUIRED BY CODE. D. ALL MATERIALS USED TO TERMINATE, SPLICE OR TAP CONDUCTORS SHALL BE DESIGNED FOR, PROPERLY SIZED FOR AND U.L. LISTED FOR THE SPECIFIC APPLICATION AND CONDUCTORS INVOLVED, AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, USING THE MANUFACTURER'S RECOMMENDED TOOLS. E. WHERE WIRE 15 INDICATED TO BE INSTALLED, BUT THE CONNECTION 15 INDICATED "FUTURE" OR "BY OTHERS", CONTRACTOR SHALL LEAVE A MINIMUM OF 3 FEET OF "PIGTAIL" AT THE BOX, TAPE THE ENDS OF THE CONDUCTORS, AND DOVER THE BOX. F. THE NUMBER OF CONDUCTORS IN A SPECIFIC CONDUIT RUN ARE INDICATED WITH GROSS LINES ON EACH "CONDUIT RUN" ON THE DRAWINGS. IN GENERAL, DIRECTION OF BRANCH CIRCUIT "HOME RUN" ROUTING IS INDICATED ON THE DRAWINGS, COMPLETE WITH CIRCUIT NUMBERS AND PANELBOARD DESIGNATION. THIS CONTRACTOR SHALL CONTINUE ALL SUCH "HOME RUN" WIRING TO THE DESIGNATED PANELBOARD, AS THOUGH "CONDUIT RUNS" WERE INDICATED IN THEIR ENTIRETY. G. CONDUCTORS SHALL HAVE INSULATION OF THE PROPER COLOR TO MATCH NEC COLOR CODE SYSTEM AND IN THE TABLE BELOW. IN LARGER WIRE SIZES WHERE PROPERLY COLORED INSULATION 15 NOT AVAILABLE, THE CONTRACTOR SHALL USE VINYL PLASTIC ELECTRICAL TAPE OF THE APPROPRIATE GOLOR AROUND EACH GABLE AT ALL TERMINATION POINTS, JUNCTION AND PULL BOXES. SYSTEM VOLTAGE 208Y/I20 NEUTRAL -WHITE PHASE A OR LI -BLACK PHASE 5 OR L2 -RED PHASE G OR L3 -BLUE GROUND -GREEN 480Y/211 NEUTRAL - WHITE WITH TRACER OR GRAY PHASE A OR LI - BROWN PHASE B OR L2 -ORANGE PHASE G OR L3 -YELLOW GROUND -GREEN WITH TRAGER 14. ALL TERMINAL BLOCKS AND WIRE TERMINALS FOR CONTROL WIRING SHALL BE PROPERLY NUMBERED FOR IDENTIFICATION WITH VINYL STICK -ON MARKERS OR EQUIVALENT. I. ALL RECEPTACLE AND NON -LIGHTING EQUIPMENT BRANCH CIRCUITS SHALL HAVE AN EQUIPMENT GROUND CONDUCTOR INSTALLED IN THE BRANCH CIRCUIT RACEWAY, SIZED IN ACCORDANCE WITH NEC TABLE 250-q5. .1 VOLTAGE DROP IN BRANCH CIRCUITS SHALL NOT EXCEED 2%. I6A 2-10 JUNCTION BOXES, FULL BOXES, CABINETS AND WIREWAYS. PROVIDE JUNCTION BOXES, PULL BOXES, CABINETS AND WIREWAYS WHEREVER NECESSARY FOR PROPER INSTALLATION OF VARIOUS ELECTRICAL SYSTEMS ACCORDING TO THE NATIONAL ELECTRICAL CODE AND WHERE INDICATED ON THE DRAWINGS. SIZE A5 REQUIRED FOR THE SPECIFIC FUNCTION OR AS REQUIRED BY THE NATIONAL ELECTRICAL CODE, WHICHEVER IS LARGEST. CONSTRUCTION SHALL BE OF A NEMA DESIGN SUITABLE FOR THE ENVIRONMENT INSTALLED 16A 2-11 OUTLET BOXES. ALL OUTLETS INCLUDING LIGHT, SWITCH, RECEPTACLE, AND SIMILAR OUTLETS, SHALL BE NATIONAL ELECTRICAL, APPLETON, STEEL CITY, RAGO OR APPROVED EQUAL GALVANIZED STEEL KNOCKOUT BOXES, SUITABLE IN DESIGN TO THE PURPOSE THEY SERVE AND THE SPACE THEY OCCUPY. SIZE A5 REQUIRED FOR THE SPECIFIC FUNCTION OR A5 REQUIRED BY THE NATIONAL ELECTRICAL CODE, WHICHEVER 15 LARGEST. ALL OUTLET BOXES SHALL BE SET IN WALLS, COLUMNS, FLOORS, OR CEILINGS 50 A5 TO BE FLUSH WITH THE FINISHED SURFACE AND BE ACCURATELY SET AND RIGIDLY SECURED IN POSITION. PROVIDE PLASTER RINGS, EXTENSION RINGS AND MASONRY RINGS AS REQUIRED FOR FLUSH MOUNTING. I6A 2-12 OUTLET LOGATIONS. OUTLETS ARE ONLY APPROXIMATELY LOCATED ON THE SMALL SCALE PLANS, AND GREAT CARE MUST BE USED IN THE ACTUAL LOCATION BY CONSULTING THE VARIOUS LARGE SCALE DETAILED DRAWINGS USED BY OTHER CONTRACTORS, AND BY SECURING DEFINITE LOCATIONS FROM THE ARCHITECT. THE HEIGHT OF THE CENTER OF OUTLETS ABOVE THE FINISHED FLOOR, IF NOT OTHERWISE SPECIFIED OR SHOWN ON THE DRAWINGS, SHALL GENERALLY BE AS FOLLOWS: SWITCH OUTLETS 48" ABOVE FLOOR TO TOP OF OUTLET WALL RECEPTACLES 15" ABOVE FLOOR TO BOTTOM OF OUTLET DEVICES ABOVE COUNTERS 10" ABOVE COUNTER TO TOP OF OUTLET 16A 2-13 WIRING DEVICES. FURNISH AND INSTALL THE FOLLOWING OUTLETS AND SWITCHES WHERE SHOWN OR. REQUIRED. MINOR CHANGES RELATIVE TO THE LOCATION OF ELECTRICAL EQUIPMENT MAY BE MADE BY THIS CONTRACTOR TO COMPLY WITH STRUCTURAL AND BUILDING REQUIREMENTS AS DETERMINED IN THE COURSE OF CONSTRUCTION. ALL OUTLETS AND SWITCHES MUST BE OF THE SAME MANUFACTURER AND NOT MIXED ON THE PROJECT COLOR OF TOGGLES AND RECEPTACLES SHALL BE AS REQUESTED BY THE ARCHITECT: DUPLEX RECEPTACLE: PASS 4 SEYMOUR *5352 SINGLE POLE SWITCH: PASS 4 SEYMOUR *20AGI THREE-WAY SWITCH: PASS 6 SEYMOUR *20AC3 OCCUPANCY SENSOR SWITCH: WATT STOPPER *WSI20/211 IVORY MOMENTARY SWITCH: PASS 6 SEYMOUR *1221 (CONTROLS CONTACTOR) PILOT LIGHT SWITCH: PASS 8 SEYMOUR *20AGI-RPL KEY SWITCH: PASS 4 SEYMOUR #20AGI-L ISOLATED GROUND RECEPTACLE: PASS 6 SEYMOUR *168300 GFCI DUPLEX RECEPTACLE: PASS 4 SEYMOUR *2081 WALL -BOX DIMMER SWITCH: LUTRON ARIADNI AY -IOP -IV (1000W) IVORY SAFETY RECEPTACLE: PASS 8 SEYMOUR *56-62 (NEMA 5-I5R) DUPLEX RECEPTACLE BRYANT *G13R20 (NEMA5-20R) QUAPPLEX RECEPTACLE BRYANT *21254-1 (NEMAS-20R) CASHIER STATION 3 -GANG FLOORBOX: HUBBELL *B4333* 3 -GANG CARPET FLANGE: HUBBELL *583085 DUPLEX FLAP: HUBBELL *S3825 * GAT 5 JACKS (4): HUBBELL *HBLECDK * CAT 5 RECEPTACLE: HUBBELL #DJ106BK * NOTE: FOR USE IN SLAB CUT/TRENCHING APPLICATIONS (REQUIRES I8 MINIMUM WIDE TRENCH. ORIENT BOX PARALLEL TO TRENCH TO ALLOW FOR CONDUIT SWEEP.) CASHIER STATION GORE DRILL FLOOR BOX: HUBBELL *Ff4XGY2G ** GAT 5/RECEPTACLES: HUBBELL *PT4XGAT5 ** ** NOTE: FOR USE IN GORE DRILL APPLICATIONS. (IREQUIRES 3" DIAMETER GORE) IN SALES AREA, DEVICES INSTALLED IN MILLWORK SHALL BE WHITE. ALL OTHER AREA'S DEVICES TO BE IVORY. VERIFY DEVICE COLOR WITH ARCHITECT PRIOR TO INSTALLATION. ISOLATED GROUND RECEPTACLES TO BE WHITE. EQUIVALENT HUBBELL, LEVITON, AND COOPER WIRING DEVICES WILL BE ACCEPTABLE. OTHER DEVICES SHOWN ON THE PLANS BUT NOT CALLED OUT ABOVE SHALL BE OF THE SAME CONSTRUCTION QUALITY AS DEFINED 51' THE MODEL NUMBERS SHOWN. DUPLEX RECEPTACLES, INSTALLED VERTICALLY, SHALL BE INSTALLED WITH THE GROUNDING TERMINAL "UP". I6A 2-14 SWITCH AND OUTLET COVER PLATES. ALL SWITCH AND OUTLET PLATES SHALL BE P65 IVORY IN STORAGE ROOM, TOILET AND CLOSET; IVORY WHERE INSTALLED IN SALES AREA WALLS WITH COVERINGS; WHITE WHERE INSTALLED IN SALES AREA CEILING AND IN MILLWORK. VERIFY DESIRED MATERIAL WITH ARCHITECT BEFORE INSTALLATION. SWITCH PLATES IN UNFINISHED ROOMS AND SPACES SHALL BE STAMPED STEEL PLATES, CADMIUM PLATED. GROUPS OF SWITCHES SHALL BE UNDER ONE GANG -PLATE, USUALLY MOUNTED HORIZONTALLY; WHERE REQUIRED BY DETAILS, VERTICAL MOUNTING SHALL BE USED INSTEAD. PLATES SHALL BE SET PLUMB, PARALLEL, AND SHALL FINISH FLUSH WITH THE WALL. iill"111:,,,,,:1111,110c„ l „bc„11'11°11WI', 5.6.13 5.1.13 5.10.13 ISSUED TO CLIENT FOR FINAL REVIEW ISSUED TO LANDLORD FOR FINAL REVIEW ISSUED FOR BID $ PERMIT 16A 2-15 WEATHERPROOF COVER PLATES. WEATHERPROOF OUTLETS TO BE GROUND FAULT PROTECTED. PROVIDE INTERMATIC #WPIOIO WEATHERPROOF COVER. THE COVER SHALL BE MOLDED FROM A CLEAR HIGH IMPACT ULTRAVIOLET STABILIZED POLYCARBONATE MATERIAL FOR EASY VERIFICATION THAT CORDS ARE PLUGGED IN AND THAT THE GFGI 15 FUNCTIONING I6A 2-16 FIRESTOPPIN6 OF FLOOR AND WALL PENETRATIONS. 11415 CONTRACTOR SHALL SEAL ALL PENETRATIONS THROUGH FIRE RATED FLOOR AND WALL ASSEMBLIES IN ACCORDANCE WITH NFPA GODES AND UL WALL CONSTRUCTION TYPES. THE SEALING SYSTEM MUST BE CAPABLE OF PASSING A THREE HOUR TEST, PER ASTM E -8I4 (UL I41q). PENETRATION SEALING SYSTEM SHALL BE, AT A MINIMUM, 3M BRAND 1804 (GP -25 CAULK, OR 303 PUTTY), OR APPROVED EQUAL, AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 16A 2-11 FLASHING AND PITCH POCKETS. FLASH AND COUNTERFLASH ALL OPENINGS THROUGH ROOF, AND/OR PROVIDE PITCH POCKETS A5 REQUIRED. ALL ROOF PENETRATIONS SHALL BE LEAKTIGHT AT THE TERMINATION OF THE WORK. 16A 2 -IS CONCRETE BASES. CONTRACTOR SHALL FURNISH CONCRETE BASES FOR HIS EQUIPMENT INHERE INDICATED ON THE DRAWINGS. 16A 2-Iq ACCESS DOORS. PROVIDE ACCESS DOORS IN CEILINGS, WALLS, ETC. WHERE INDICATED OR REQUIRED FOR ACCESS OR MAINTENANCE TO WORK INSTALLED UNDER THIS SECTION, MILCOR OR EQUIVALENT. 16A 2-20 EQUIPMENT IDENTIFICATION. THIS CONTRACTOR SHALL FURNISH AND INSTALL EQUIPMENT IDENTIFICATION NAMEPLATES ON ALL PANELBOARDS, SWITCHES, STARTERS, DIMMERS, ETC., INCLUDING SWITCHES IN DISTRIBUTION PANELS. NAMEPLATES SHALL BE ENGRAVED PHENOLIC PLASTIC, AND SHALL BE FIRMLY ATTACHED TO THE EQUIPMENT. NAMEPLATES SHALL GLEARLY IDENTIFY EACH ITEM AND WHAT IT CONTROLS. I6A3 ELECTRICAL SERVICE AND GROUNDING I6A 3-1 ELECTRICAL SERVICE. SEE DRAWINGS FOR TYPE, SIZE, VOLTAGE, PHASE, ETG. 16A 3-2 CONNECTION TO SERVING UTILITIES. SEE DRAWINGS FOR INFORMATION REGARDING THE ELECTRICAL CONNECTION TO THE EXISTING LANDLORD'S/OWNER'S ELECTRICAL SERVICE. VERIFY THE SIZE, LOCATION, VOLTAGE, ETC., OF THE EXISTING DISTRIBUTION EQUIPMENT PRIOR TO CONSTRUCTION. PROVIDE ALL NECESSARY EQUIPMENT FOR TENANT'S CONNECTION TO THE EXISTING ELECTRICAL DISTRIBUTION SYSTEM. 16A 3-3 GROUNDING. THE ELECTRICAL SERVICE, ALL TRANSFORMERS, CONDUCTORS, CONDUITS, MOTOR FRAMES, ETG. IN THIS CONTRACT WHICH REQUIRE GROUNDING SHALL BE PERMANENTLY AND EFFECTIVELY GROUNDED BY THIS CONTRACTOR IN A THOROUGH AND EFFICIENT MANNER 114 CONFORMANCE TO THE NATIONAL ELECTRICAL CODE. I6A4 DISTRIBUTION AND CONTROL EQUIPMENT 16A 4-1 CIRCUIT BREAKERS IN EXISTING PANELBOARDS. NEW CIRCUIT BREAKERS REQUIRED TO BE INSTALLED IN EXISTING PANELBOARDS SHALL BE OF THE SAME MANUFACTURER, TYPE AND HAVE THE SAME AIG RATINGS AS THE EXISTING PANELBOARD CIRCUIT BREAKERS. ISA 4-2 PANELBOARDS. INSTALL PANELBOARDS FURNISHED BY OWNER AS SCHEDULED AND LOCATED ON DRAWINGS. EACH PANEL SHALL CONTAIN A TYPEWRITTEN CARD DIRECTORY INDICATING EXACTLY WHAT EACH CIRCUIT CONTROLS. PANELBOARD SUPPLIED COMPLETE WITH BOLT ON THERMAL MAGNETIC, MOLDED CASE CIRCUIT BREAKERS ASSEMBLED IN A DEAD FRONT FINISHED CABINET, FULLY RATED AND WITH THE INTEGRATED SHORT CIRCUIT CURRENT RATINGS INDICATED ON THE DRAWINGS. PLUG IN TYPE BREAKERS WILL NOT BE ACCEPTABLE. ALL TWO AND THREE POLE BREAKERS: COMMON TRIP TYPE. BREAKERS USED AS SWITCHES FOR 120V OR 211V LIGHTING CIRCUITS: APPROVED FOR THE PURPOSE AND MARKED "SWD". ICA 4-3 DISCONNECT SWITCHES. CONTRACTOR SHALL FURNISH AND INSTALL SQUARE D, SEIMENS, CUTLER HAMMER, OR GENERAL ELECTRIC FUSED OR NON-FUSED (AS NOTED OR REQUIRED) NEMA HEAVY DUTY EXTERNALLY OPERATED SAFETY SWITCHES AND MOTOR STARTERS WHERE NOT FURNISHED WITH THE STARTING EQUIPMENT, AND AT ALL OTHER POINTS REQUIRED BY CODE. FUSE HOLDERS SHALL HAVE GLA55 R REJECTION FEATURE. CONSTRUCTION SHALL BE OF A Nf.MA DESIGN SUITABLE FOR THE ENVIRONMENT INSTALLED IN. ICA 4-4 FUSES. PROVIDE EACH CIRCUIT AND SET OF FUSE CLIPS THROUGHOUT THE WORK WITH BUSSMANN, FERRAZ SHAWMUT, OR LITTLER/5E FUSES, SIZES AND TYPES A5 REQUIRED OR INDICATED. ALL FUSES LARGER THAN 600A: UL CLASS L, SIMILAR TO TYPE KRP-G BUSSMANN LOW PEAK OR EQUAL. FUSES USED TO PROTECT MOTORS: UL GLASS RKS, BUSSMANN FUSETRON OR EQUAL. FUSES USED TO PROTECT ALL OTHER ELECTRICAL EQUIPMENT: UL CLASS RKI, DUAL ELEMENT, BUSSMANN LPS/LPN OR EQUAL. ALL FUSED DEVICES SHALL BE LABELED AS TO TYPE AND SIZE OF FUSE REQUIRED. I6A 4-5 SPARE FUSES. FURNISH THREE SPARE FUSES OF EACH SIZE AND TYPE USED ON THE PROJECT (EXCEPT MAIN SWITCH FUSES), NEATLY CONTAINED IN A PROPERLY LABELED CABINET. ICA 4-6 HAGR CIRCUIT BREAKERS. PROVIDE AN HACR CIRCUIT BREAKER FOR EACH CIRCUIT CONNECTED TO HVAC. OR REFRIGERATION EQUIPMENT MOTOR LOAD. HAGR CIRCUIT BREAKERS INSTALLED IN PANEL BOARDS SHALL BE OF THE SAME MANUFACTURER, TYPE, AND AIC RATINGS A5 THE EXISTING AND/OR NEW PANEL BOARD CIRCUIT BREAKERS. ICA 4-1 DRY -TYPE TRANSFORMERS. INSTALL TRANSFORMERS FURNISHED BY YGG. MOUNT ON VIBRATION ISOLATION PADS WITH A .25" STATIC DEFLECTION. CONDUIT CONNECTIONS TO TRANSFORMERS SHALL BE MADE WITH FLEXIBLE CONDUIT WITH AT LEAST 6” OF SLACK 114 ALL DIRECTIONS. I6A5 LIGHT FIXTURES. LAMPS AND BALLASTS ICA 5-1 LIGHT FIXTURE LOCATIONS. LIGHT FIXTURES SHOWN ON THE ELECTRICAL DRAWINGS REPRESENT GENERAL ARRANGEMENTS ONLY. REFER TO ARCHITECTURAL DRAWINGS FOR MORE EXACT LOCATIONS. COORDINATE LOCATION WITH ALL OTHER TRADES BEFORE INSTALLATION TO AVOID CONFLICTS. LIGHT FIXTURES LOCATIONS IN MECHANICAL ROOMS SHALL BE COORDINATED WITH FINAL INSTALLED PIPING AND DUCTWORK LAYOUTS. ISA 5-2 LIGHT FIXTURES. PROVIDE LIGHT FIXTURES NOT FURNISHED BY THE OWNER AS SCHEDULED ON DRAWINGS. THIS SHALL INCLUDE ALL LAMPS, MATERIAL AND LABOR TO SECURELY HANG FIXTURES, CLEAN THEM AND MAKE THEM COMPLETELY READY FOR USE. ALL LIGHT FIXTURES SHALL INCLUDE ALL NECESSARY ACCESSORIES REQUIRED. LIGHT FIXTURE MODELS SCHEDULED 014 THE DRAWINGS ARE TO SHOW THE MANUFACTURER, GRADE AND STYLE OF FIXTURES REQUIRED ONLY. PROVIDE ALL HANGERS, SUPPORTS, AND MISCELLANEOUS HARDWARE REQUIRED TO INSTALL LIGHT FIXTURES. PROVIDE PROPER TRIM TO FIT EACH CEILING CONDITION ENCOUNTERED. PROVIDE ADDITIONAL TIE WIRES CONNECTED TO 51 KUGTURE TO CONFORM TO USG 41-18 SEISMIC REQUIREMENTS WHERE REQUIRED. INSTALL ALL FIXTURES AND LAMPS FURNISHED BY THE OWNER. AIM ALL TRACK LIGHTING AS DIRECTED BY THE OWNER. THE OWNER WILL PROVIDE LAMPS FOR OWNER FURNISHED FIXTURES ONLY. ICA 5-3 LAMPS. LAMPS FOR ALL LIGHTING FIXTURES NOT FURNISHED BY THE OWNER SHALL BE PROVIDED AND INSTALLED BY THIS CONTRACTOR. PROVIDE LAMPS INDICATED ON THE DRAWINGS, OR IF NOT INDICATED, AS RECOMMENDED BY THE FIXTURE MANUFACTURER. 114 ALL GASES LAMPS SHALL BE COMPATIBLE WITH SPECIFIED FIXTURE. LAMPS SHALL BE MANUFACTURED BY GENERAL ELECTRIC, OSRAM/SYLVANIA, PHILLIPS, OR VENTURE. ALL FLUORESCENT LAMPS SHALL BE COOL WHITE, UNLESS NOTED OR DIRECTED OTHERWISE. ALL FLUORESCENT LAMPS IN BACKROOM AREAS SHALL BE 3500 DEGREE KELVIN AND A COLOR RENDERING INDEX OF 15. INCANDESCENT LAMPS SHALL BE TYPE AND WATTAGE AS SHOWN ON THE DRAWINGS AND SHALL BE 130 VOLT UNLESS OTHERWISE SCHEDULED OR SPECIFIED. I6A 5-4 BALLASTS. ALL FLUORESCENT BALLASTS: SHALL BE T1 IERMALLY PROTECTED AGAINST OVERHEATING; SHALL BE ETL-GBM, GLASS P TO MEET ALL REQUIREMENTS OF SECTION 410-13 (E) OF THE NEG AS A MINIMUM; SHALL COMPLY WITH THE NATIONAL BALLAST ENERGY LAW; SHALL HAVE A MINIMUM g0% POWER FACTOR; SOUND LEVELS SHALL NOT EXCEED CLASS A AMBIENT NOISE LEVELS; AND SHALL BE LOW HEAT TYPE. Electrical Specifications 1, "81"11' 9aA1^ 5.10 . 13 II'°C';JIhV�41 ;°0(: clg ,E11„ AS NOTED ZOjECT: INDOOR FLUORESCENT BALLASTS: SHALL BE ELECTRONIC TYPE SUITABLE FOR OPERATION OF T8 LAMPS; SHALL HAVE A TOTAL HARMONIC DISTORTION LESS THAN 20%; SHALL HAVE A FREQUENCY OF OPERATION OF 20 KHZ OR GREATER AND OPERATE WITH NO VISIBLE FLICKER; SHALL WITHSTAND LINE TRANSIENTS AS DEFINED IN ANSI/IEEE 062.41, CATEGORY A; AND SHALL BE ADVANCE REL/VEL SERIES OR EQUAL OF MAGNETEK, MOTOROLA OR OSRAM. COMPACT FLUORESCENT BALLASTS: SHALL BE THERMALLY PROTECTED AGAINST OVERHEATING; SHALL BE CLASS P; SHALL HAVE A MINIMUM °O% POWER FACTOR; SOUND LEVELS SHALL NOT EXCEED GLASS A AMBIENT NOISE LEVELS; AND SHALL BE LOW HEAT TYPE. ALL BALLASTS SHALL BE BY ADVANCE. BALLASTS FOR 36W through 55W LAMPS SHALL BE MARK V ELECTRONIC TYPE. I6A6 MISCELLANEOUS ELECTRICAL ISA 6-1 WIRING OF MECHANICAL EQUIPMENT. FURNISH AND INSTALL ALL POWER WIRING, AND ALL CONTROL AND INTERLOCK WIRING OF ALL UNITS, PUMPS, FANS, WATER HEATERS, DOOR OPERATORS, ETC. CONNECT PER MANUFACTURER'S WIRING DIAGRAMS. FURNISH AND INSTALL ALL DISCONNECT SWITCHES AS REQUIRED. AFTER INSTALLATION OF THE CONTROL INTERLOCK WIRING, THE CONTRACTOR SHALL VERIFY THAT EACH MOTOR LOAD HAS THE CORRECT PHASE ROTATION. THIS CONTRACTOR SHALL VERIFY THE ACTUAL WIRE SIZING AMPS FOR MECHANICAL EQUIPMENT FROM THE EQUIPMENT NAMEPLATE; ELECTRICAL INSTALLATION SHALL BE BASED ON ACTUAL REQUIRED AMPERAGES, WHICH MAY VARY SOMEWHAT FROM THE WIRE AND EQUIPMENT SIZES SHOWN ON THE DRAWINGS. PROPERLY SIZED ELECTRICAL WIRING AND EQUIPMENT SHALL BE FURNISHED WITHOUT EXTRA DOST TO THE CONTRACT. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL CHANGES TO BE MADE IN THE ELECTRICAL INSTALLATION DUE TO EQUIPMENT VARIANCES 50 THAT THE IMPACT ON FEEDERS, PANELS, FUSE AND BREAKER SIZES GAN BE CHECKED PRIOR TO THE INSTALLATION. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE MECHANICAL, REFRIGERATION AND PLUMBING CONTRACTORS TO VERIFY THE ACTUAL WIRE SIZING AMPS AND CORRECT SIZES OF ALL OVERLOAD HEATERS FOR ALL EQUIPMENT. ISA 6-2 WIRING OF THERMOSTATS AND TEMPERATURE CONTROLS. FURNISH AND INSTALL ALL POWER WIRING, AND ALL CONTROL AND INTERLOCK WIRING OF ALL THERMOSTATS AND TEMPERATURE CONTROL DEVICES INCLUDING NIGHTSTATS, TIME SWITCHES AND OVERRIDE TIMERS, ETC., NOT INSTALLED UNDER PREVIOUS CONTRACT AND SHOWN ON MECHANICAL DRAWINGS SUBMITTED UNDER THIS CONTRACT. SEE MECHANICAL DRAWINGS FOR LOCATIONS AND TEMPERATURE CONTROL DIAGRAMS. ISA 6-3 TELEPHONE SYSTEM PROVISIONS. PROVIDE AND INSTALL INCOMING TELEPHONE SERVICE CONDUIT AS SHOWN ON DRAWINGS OR AS REQUIRED BY TELEPHONE COMPANY. PROVIDE AND INSTALL PLYWOOD BOARD IN EQUIPMENT CLOSET FOR TELEPHONE, SECURITY AND AUDIOVISUAL EQUIPMENT AT LOCATION A5 SHOWN ON DRAWINGS. PROVIDE AND INSTALL FLUSH MOUNTED TELEPHONE OUTLET BOXES WITH 3/4" CONDUIT CONGEALED ABOVE ACCESSIBLE CEILING SPACE AT LOCATIONS AS SHOWN ON DRAWINGS. TELEPHONE COMPANY TO INSTALL TELEPHONE JACKS AND WIRING. ISA 6-4 DATA. TV AND SECURITY SYSTEM PROVISIONS. TELEPHONE, DATA AND SECURITY CONDUITS SHALL BE A MINIMUM OF TWO GANG BOX WITH SINGLE GANG PLASTER RING. PROVIDE BUSHED HOLE OR GOVERPLATE WITH COAXIAL OPENINGS AS DIRECTED BY OWNER. PROVIDE CONDUIT AND PULLWIRE FOR COMPUTER/DATA EQUIPMENT AS DIRECTED ON DRAWINGS (WIRE, JACKS AND FINAL CONNECTION BY OTHERS). PROVIDE CONDUIT AND PULLWIRE FOR SECURITY EQUIPMENT (EQUIPMENT SUPPLIED AND INSTALLED BY OTHERS). ISA 6-5 CONTACTORS. INSTALL OWNER FURNISHED MECHANICALLY HELD CONTACTOR DESIGNED FOR TUNGSTEN AND BALLAST LIGHTING LOADS. I6A8 EXISTING EQUIPMENT REUSE AND REMOVAL, THIS CONTRACTOR SHALL REMOVE ALL EXISTING WIRING, FIXTURES, EXPOSED CONDUITS AND OTHER ELECTRICAL INSTALLATIONS NOT REUSED PRIOR TO TERMINATION OF THE WORK. EXISTING CONDUITS AND RACEWAYS MAY BE REUSED IF THEIR POINTS OF TERMINATIONS ARE SUITABLE; IF THEY ARE CLEAN INSIDE WITH NO EVIDENCE OF RUST OR BURRS; IF FREE FROM CRACKS, FLATTENED SECTIONS OR SHARP BENDS; AND IF SUITABLY LOCATED TO AVOID CONFLICTS WITH OTHER TRADES OR INSTALLATIONS. ALL EXISTING CONDUITS REUSED UNDER THIS CONTRACT SHALL BE CAREFULLY "FISHED" TO REMOVE ALL DEBRIS AND OBSTRUCTIONS, AND SWABBED UNTIL ALL MOISTURE 15 REMOVED. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO CUT, PATCH, AND REPAIR WHERE REQUIRED FOR NEW ELECTRICAL INSTALLATIONS, AND HE SHALL PATCH AND REPAIR ANY SURFACE DAMAGE RESULTING FROM HIS WORK. CONDUITS STUBBED ABOVE THE FLOOR AND NOT USED AT THE TERMINATION OF THE WORK SHALL BE CUT FLUSH WITH THE FLOOR AND PLUGGED AT BOTH ENDS. ALL EXISTING ELECTRICAL SYSTEMS REQUIRED TO BE IN OPERATION AT THE TERMINATION OF THE CONTRACT SHALL BE RELOCATED, IF REQUIRED, AS A RESULT OF WORK INCLUDED UNDER T14I5 CONTRACT, EVEN IF NOT SPECIFICALLY INDICATED 114 THE DRAWINGS OR SPECIFICATIONS. REFER TO LANDLORD'S MECHANICAL/ELECTRICAL CRITERIA FOR ADDITIONAL SCOPE OF WORK TO BE INCLUDED UNDER THIS CONTRACT. RECEIVED CITY OF TUKWILA MAY 3 0 2013 PERMIT CENTER #644 Westfield South .Center • Seattle, WA ;1!ipe : #204 1liC::::: ti,„: 1,647 IIiCB;ol: 13064 JIMMY L. ' OWERS STATE OF WASHINGTON i111 11111111111 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 05/04/13 I2:45 User: HILL U 2 1S'-0° - LEASE DIMENSION EXIT CORRIDOR 91'-6" - NS10 I I'-0" 24'-0" 24'-0" 24'-0" 8'-6" /'1 :- PROVIDE UPRIGHT TYPE SPRINKLER SENSIBLE HEAT GAIN �1 , ---ADJACENT TENANT --- QUANTITY PLUMBING PLAN HEADS IN OPEN CEILING AREAS. 5 lr 1 "ii"""ilii "i"" 'i.:i"iii ""ilii i "i "i" i 5"ilii".7 "ilii "lii i i "ilii il""1iii "iii%`ilii i .17"7""lii '-"7" 7-''"-'':""5ii i ililii iilii ull "%//hili"" ""ilii""ilii """ilii i Z75.„i�i��:i,,i�%:,,,viii,�,�i�i�i,,,ii i„"ii`�i,,,»�,,,,,viii,,,i�,iii,,,ii�i,,,i%i�i,�,%7,,�� ",��iii�i,,,ii i,,,i«`i,,,,%�i�i,,,,i�ii,,,,i,,%�i�i 400 GFM X 800 GFM ArAlr Air wird' Ar Ar 24x14 16x10 STOCKROOM NO. 102 GFM SALES AREA NO. 101 11.11„,1 AFATIII AO" Ar '"Air""""" Jr 40""..././ '"�""'"""" ,,,r4r "" "���� AAir Air A" ' ` 7" 77 7' 7777 ""Z14iii/i77.97""ii7777 iii«iiZJ"ii"""" ir"moi"f"i"ilii""ilii ""lii"""iii""li" HANGER STRAP SCREWS Mechanical Plan RTU -1 5 TONS ADJACENT TENANT EXISTING SPRINKLER SYSTEM SHALL BE MODIFIED AS PER TENANT'S NEW CEILING. CONTRACTOR SHALL RELOCATE HEADS AND MODIFY PIPING AS REQUIRED. ALL SPRINKLER HEADS IN SUSPENDED CEILINGS SHALL BE RECESSED TYPE WITH WHITE DOVER PLATES IN SUSPENDED AND GYP. BD. CEILINGS. SCALE: 1/4" = 1'-0" 0 I' 2' 4' 60" MAX. SCREWS MAY 13E OMITTED IF HANGER LOOPS 1 DUCT HANGERS HANGER STRAP MIN. TYP. 8' SGREWS SCREWS MAY BE OMITTED IF HANGER LOOPS M-1 SCALE: NONE new INTERIORS LTD H.V.A.C° CALCULATION FORM SYMBOL SUMMER SPACE 10 DEGREES ® 50% R.H. OUTSIDE 86.q DEGREES db / 66.5 DEGREES lib HEATING SPADE 10 DEGREES, OUTSIDE 21 DEGREES NECK 517E HEAT L055 MAX. FPM MAX. NG LEVEL SENSIBLE HEAT GAIN CEILING GRID 51ZE LATENT HEAT GAIN ITEM QUANTITY FAGTOR 500 STUN 24x24 FACTOR BTUH DIFFUSER FACTOR STUN I. LIGHTING 3.661 OB 500 12x12 24x24 3413 125614 DIFFUSER OPEN LAY -IN 2. PEOPLE 18 PEOPLE OG 1200 18x18 24x24 250 4500 GRILLE 205 36610 3. APPLIANCES 3.0 KW NOTES I) GOLOR SHALL BE BAKED WHITE ENAMEL FINISH. 2.) ALL UNITS TO BE CONSTRUCTED OF ALUMINUM. 3.) DIFFUSERS AND REGISTERS SHALL HAVE INTEGRAL BUTTERFLY DAMPERS. 80.0/61.0 .20 3413 1023q 7.q 60.0 q0.0 4. OUTSIDE AIR 400 GFM 51.1 36.6 20680 2000 13.4 5360 12,3,4,5,6,1 24.6 61840 5. ROOF 1641 5.F. 4.23 66167 3.12 51361 �.►- 411101 6. WALLS --- 5.F. --- --- --- -- - -1. GLAZING/DOORS --- 5.F. --- --- ------ 4111.1 IIIM° ::75;-> TOTALS 21647 37832 IIM°° 13530 TOTAL COOLING = SENSIBLE + LATENT = 31832 + 13530 = 51362 BTUH GFM SENSIBLE BTUH - 2016 GFM 1.08x11 DEGREES Ni Design 11 Talcott Notch Road Farmington, CT 06032 T. 860 • 678 • 1946 F. 860. 678. 7111 esi nidesi g g n nidn.net © 2013 CONSULTANTS 12035 COLWICK Project Management* Design SAN ANTONIO, TX 78216 SEQUENCE OF OPERATION COOLING CYCLE -OCCUPIED SPACE CONDITION UPON A RISE IN SPADE TEMPERATURE ABOVE THE SETTING OF THE THERMOSTAT, THE ROOF TOP UNIT SHALL I3E ACTIVATED, OUTSIDE AIR DAMPER SHALL OPEN, AND FAN SHALL START TO PROVIDE COOLING TO THE SPACE. THE SUPPLY FAN SHALL OPERATE CONTINUOUSLY AND THE COMPRESSOR SHALL CYCLE A5 REQUIRED TO MAINTAIN SPACE TEMPERATURE. WHEN THE OUTDOOR AIR TEMPERATURE 15 BELOW 68 DEG. F. THE ROOF TOP UNIT OPERATION SHALL BE CONTROLLED BY THE ECONOMIZER. THE ECONOMIZER SHALL MODULATE THE RETURN AIR AND OUTDOOR AIR DAMPERS TO INTRODUCE UP TO 100 % OUTDOOR AIR TO SATISFY THE MIXED AIR THERMOSTAT, AND THE UNIT EXHAUST FAN SHALL ACTIVATE. COOLING CYCLE UNOCCUPIED SPACE CONDITION UPON A RISE IN SPACE TEMPERATURE ABOVE THE SETTING OF THE THERMOSTAT, THE ROOF TOP UNIT SHALL 13E ACTIVATED TO PROVIDE COOLING TO THE SPACE. HEATING CYCLE - OCCUPIED SPACE CONDITION UPON A DROP IN SPACE TEMPERATURE BELOW THE SETTING OF THE THERMOSTAT, THE ROOFTOP UNIT SHALL BE ACTIVATED, OUTSIDE AIR DAMPER SHALL OPEN, THE HEATER SHALL CYCLE A5 REQUIRED TO MAINTAIN SPADE TEMPERATURE. THE SUPPLY FAN SHALL OPERATE CONTINUOUSLY. HEATING CYCLE - UNOCCUPIED SPACE CONDITION UPON A DROP IN SPADE TEMPERATURE BELOW THE SETTING OF THE THERMOSTAT, THE ROOF TOP UNIT SHALL BE ACTIVATED TO PROVIDE HEATING TO THE SPACE. u,q .,i;IV II;I'EII �I "1,1111°3ii, ��:�I u. III VIII II ...:::..I 5.6.13 5.7.13 5.10.13 FIELD VERIFY ALL CONDITIONS DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING GOND ITIONS. THE GONTRAGTOR SHALL GONTAGT THE ARGHITEGT, ENGINEER OR TENANT PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR TENANT AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTOR'S COST. BIDDING GONTRAGTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL GODES AND ORDINANCES AND SHALL INGLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRIGT ACCORDANCE WITH GOVERNING GODES. THE PLANS AND SPEGIFIGATIONS NOT WITHSTANDING, THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR TENANT OF ANY APPARENT DISGREPANGIES BETWEEN GOVERNING GODES AND DESIGN INTENT. YANKEE CANDLE HAS A NATIONAL ACCOUNT WITH GARRIER CORPORATION FOR DIREGT PURCHASE OF THE HVAG CONTROLS AND EQUIPMENT. THE G.G. BID SHALL NOT INGLUDE THE COST OF THE GARRIER EQUIPMENT OR CONTROLS SUPPLIED BY YANKEE CANDLE. UPON BEING SELECTED A5 THE G.G. FOR THIS PROJECT, THE G.G. BECOMES RESPONSIBLE FOR GONTAGTING GARRIER'S REPRESENTATIVE, PAUL WITZ (TEL: 800-6610-1085; FAX 315-433-4615) AND PROVIDE HER WITH SITE LOCATION INFORMATION AND THE APPROXIMATE DELIVERY DATES THE EQUIPMENT SHOULD ARRIVE. THE RESPONSIBILTY FOR DELIVERY AND INSTALLATION OF THE HVAG EQUIPMENT WILL TRANSFER TO THE G.G. UPON YANKEE CANDLE AWARDING THE CONTRACT FOR THE PROJECT. REFER TO THE SCHEDULE OF OWNER PROVIDED CARRIER EQUIPMENT ON SHCET M.4 FOR A DESCRIPTION OF THE ITEMS AND WHO INSTALLS THEM. MEGHANIGAL CONTRACTOR SHALL PULL LOW VOLTAGE WIRING AND TERMINATE AS DETAILED ON THE INSTALLATION DRAWING PROVIDED WITH THE CONTROL EQUIPMENT. MEGHANIGAL CONTRACTOR SHALL INSTALL ALL ACCESSORIES PROVIDED. THE MEGHANIGAL CONTRACTOR SHALL FAX THE STARTUP READINESS FORM TO CARRIER AND SCHEDULE THE VIRTUAL STARTUP. MECHANICAL CONTRACTOR SHALL BE ON SITE AT TIME OF VIRTUAL START-UP. GG/MEGHANIGAL GONTRAGTOR WILL PROVIDE IST YEAR WARRANTY RESPONSIBILITY. xx SHEET NOTES I. REMOVE EXISTING, INSTALL NEW ROOFTOP PACKAGED UNIT INCLUDING ALL ROOF / ROOF FRAMING MODIFICATIONS, DUCTWORK, AUXILIARY STEEL, WIRING, CONDENSATE DRAIN, ETG. OCC DETAILS. 2. PROVIDE AN ENGRAVED PHENOLIC NAME PLATE FOR MEGHANIGAL EQUIPMENT, NAME PLATE SHALL INCLUDE YANKEE CANDLE NAME, SPACE NUMBER, AND EQUIPMENT DESIGNATION IN LETTERING MINIMUM OF 2" IN HEIGHT. 3. INSTALL NEW SPACE SENSOR FOR SALES AREA. MEGHANIGAL GONTRAGTOR TO INSTALL MOUNTED AT 54" ABOVE FINISHED FLOOR AT LOCATION SHOWN. REFER TO DRAWING M.4 AND ELEVATIONS ON DRAWING A.3. 4. REMOVE EXISTING, PROVIDE AND INSTALL NEW CEILING MOUNTED EXHAUST FAN / LIGHT FIXTURE ASSEMBLY, INCLUDING ALL DUCTWORK, HANGER ASSEMBLIES, ETG. CONNECT TO EXISTING EXHAUST DUCT. 5. PROVIDE NEW DUCT MOUNTED SMOKE DETECTOR SIMPLEX TYPE #20618-61636 (OR EQUAL COMPATIBLE WITH FIRE ALARM SYSTEM). DETECTOR SHALL SHUT DOWN UNIT UPON DETECTION OF SMOKE. MEGHANIGAL CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING OF SMOKE DETECTOR. O. PROVIDE DUCT 5MOKE DETECTOR REMOTE TEST AND ALARM INDICATOR SIMPLEX TYPE #20x8-G176S. 1. PROVIDE AND INSTALL NEW SUPPLY AIR DIFFUSERS AND RETURN AIR GRILLES INCLUDING ALL DUCTWORK, HANGERS, ETG. SEE DETAIL 6/M.2. 8. REMOVE EXISTING SUPPLY AIR DIFFUSERS, RETURN AIR GRILLES ETG., FOR NEW SYSTEM SHOWN. q. PROVIDE NEW SUPPLY AIR DUCTWORK. SEE DETAIL 5/M-2. 10. MEGHANIGAL CONTRACTOR SHALL PROVIDE DAMPER THAT 15 COMPATIBLE WITH YANKEE CANDLE PROVIDED ACTUATOR. REFER TO SHEET M.4. 11. INSTALL NEW SPACE SENSOR FOR STOCKROOM DAMPER. MEGHANIGAL CONTRACTOR TO INSTALL MOUNTED AT 54" ABOVE FINISHED FLOOR AT LOGATION SHOWN. REFER TO DRAWING M.4. 12. INSTALL NEW ROOM CONTROLLER FOR ROOF TOP UNIT. MEGHANIGAL CONTRACTOR TO INSTALL MOUNTED AT 54" ABOVE FINISHED FLOOR AT LOCATION SHOWN. REFER TO DRAWING M.4. DEMOLITION NOTE: REMOVE ALL EXISTING EQUIPMENT, DUCTWORK, DIFFUSERS, GRILLES, CONTROLS, SUPPORTS, ETG. NOT BEING REUSED. DO NOT ABANDON IN PLAGE. REFER ALSO TO ARCHITECTURAL 12.1 DEMOLITION PLAN. DIFFUSER, GRILLE, REGISTER SCHEDULE SYMBOL MAX. GFM NECK 517E FACE SIZE MAX. FPM MAX. NG LEVEL -SPE CEILING GRID 51ZE FRAME TYPE MAKE $ MODEL NOTES: OA 500 12x12 24x24 500 30 DIFFUSER 24 x 24 LAY -IN METALAIRE / 5000-1 1,2,3 OB 500 12x12 24x24 500 30 DIFFUSER OPEN LAY -IN METALAIRE / 5000-53 1,2,3 OG 1200 18x18 24x24 500 30 GRILLE 24 x 24 LAY -IN METALAIRE / RH 1,2,3 NOTES I) GOLOR SHALL BE BAKED WHITE ENAMEL FINISH. 2.) ALL UNITS TO BE CONSTRUCTED OF ALUMINUM. 3.) DIFFUSERS AND REGISTERS SHALL HAVE INTEGRAL BUTTERFLY DAMPERS. OUTSIDE AIR CALCULATIONS INT. MECHANICAL CODE - 2012 UNIT NO. ROOM NO. AREA S.F. AREA SERVED PERSONS /1000 5.F. NO. OF PEOPLE GFM PER PERSON GFM PER 5.F. 0.A. REQUIRED 5.A. PROVIDED 0.A. PROVIDED NOTES R11U-I 101 1060 SALES AREA 15 16 20 0.30 318 1600 320 LAT VOLTS/PH 102 400 STOCKROOM 3 2 20 0.15 60 400 80 400 1150 550 THRU .50 60.4 48.0 500 45.0 80.0/61.0 55.0/54.0 .20 26.8 550 7.q 60.0 q0.0 208V/3PH 18 15 36.6 318 2000 400 1080 LBS ROOFTOP A/C UNIT - ELECTRIC COOLING / HEATING SCHEDULE FAN SECTION DX COOLING GOIL SECTION ELEGTRIG HEATING SECTION ELECTRICAL SEGTION SYMBOL GFM OA RPM FPM TYPE TOTAL 5P TOTAL MBTU 5EN. MBTU FPM SUCTION TEMP EAT DB/WB LAT DB/1113 APD TOTAL MBTU FPM KW EAT LAT VOLTS/PH VOLTS/PH HP MGA ACTIVATION MAKE 8 MODEL, IEER: WEIGHT: NOTES: RTU -I 2000 400 1150 550 THRU .50 60.4 48.0 500 45.0 80.0/61.0 55.0/54.0 .20 26.8 550 7.q 60.0 q0.0 208V/3PH 208V/3PH 15 36.6 T -STAT GARRIER/50HG-A06A2M5-OAIFO 13.2 1080 LBS 12,3,4,5,6,1 NOTES: I) PROVIDE UNIT MOUNTED DISCONNECT SWITCH 2.) PROVIDE 1 DAY/24 HOUR PROGRAMMABLE T/STAT 3.) PROVIDE I" PLEATED FILTERS 4.) PROVIDE 14° ROOF CURB 5.) PROVIDE GRAVITY RELIEF DAMPER b (-.`%' b) PROVIDE TEMP. ECONOMIZER WITH BAROMETRIC RELIEF1 1) PROVIDE THRU BASE ELECTRICAL FEED. RECEIVED OF TU CITY O F U K W I L A MAY 3 0 2013 ART ci 0 bq� PERMIT CENTER A.4, -SIT w ISSUED TO CLIENT FOR FINAL REVIEW ISSUED TO LANDLORD FOR FINAL REVIEW ISSUED FOR BID 4 PERMIT Mechanical Plan Ci14C;;;iiriFllii;"° 5 . 10 . 13 11!iVlf is" le: AS NOTED Ply #644 REGIS RE ARCHITECT #204 Westfield South Center Seattle, WA sal '11'11!'„ 1,647 jllc,,),fCC,), `: 13064 J1%9.1Y L PO'. :RS STATE OF b;'ASI IINGTON IIII 11,1 011,10111111 II 1 -'1 CANVAS CONNECTION (TYPIGAL) 1 REFER TO ROOF CURB DETAIL. AINN 111 AIR DUCT GE] LING L L SUPPLY Al DUCT VERIFY IN FIELD IF EXISTING OPENING GAN BE REUSED. PROVIDE OPENING THROUGH ROOF AND ROOF DECK INSULATION NO LARGER THAN REQUIRED TO ALLOW DUCTS TO PASS THROUGH. INSTALL ROOFTOP UNIT LEVEL REQUIRED TO ASSURE PROPER DRAINAGE. FLASH AND COUNTER FLASH ROOF PENETRATIONS, ETC. TO ASURE WEATHER TIGHT INSTALLATION. ROOFTOP UNIT M-2 SCALE: NONE 1/2" (15 MM) ROUND ROD PIN INSULATION STAND-OFF r �a�1T111111111/1T1T1111111TUU1r1111L HANDLE WITH LOCKING QUADRANT IN51DE END BEARING INSULATION •`• trl �•mi I 1714 T011111T/1111111111111111T1T1111111a 4 SECTION 111111/1111/11111111000!'i i 1111111111 1111111111111I111I/T110111111111T11111 51 DE ELEVATION VOLUME DAMPER NOTES: INSULATION DUCT OUTSIDE END BEARING DAMPER BLADE I/8" (6 MM) CLEARANCE ALL AROUND STIFFEN BLADE AS REQUIRED DAMPER BLADE HANDLE WITH LOOKING QUADRANT DUGT 1. DETAIL SHOWS SINGLE BLADE DAMPER. DAMPER INSTALLATION SHALL BE SIMILAR FOR MULTI -BLADE DAMPERS AND ROUND DAMPERS. M-2 SCALE: NONE LANDLORDS FIRE PROTECTION NOTES: UNIT TYPE B DRAW THRU 2 (50 MM) PLUS X X BLOW THRU I" (25 MM) MINIMUM 2X WHERE X = STATIC PRESSURE IN PAN DRAIN LINE SHALL BE AT LEAST THE SAME SIZE A5 THE NIPPLE ON THE DRAIN PAN PITGH DOWN TOWARD DRAIN GLEAN OUT I" (25 MM) ROOF CONDENSATE TO GONTRETE SPLASH BLOCK, 12"x12" ON NEOPRENE PAD 2 CONDENSATE DRAIN DRAIN PAN M-2 SGALE: NONE WRAPPED INSULATION COVERING RIGID ROUND DUGT (REFER TO NOTE 4) RIGID ROUND SHEET METAL DUGT BALANCING DAMPER ADAPTING CURB OR ROOF GURB PROVIDED BY MG EXISTING ROOF CURB (IF APPLIGABLE) ANCHOR UNIT TO ADAPTING CURB PER MANUFACTURER'S SPECIFICATIONS AND PER LOCAL GORE REQUIREMENTS. ANCHOR ADAPTING CURB TO EXISTING ROOF CURB PER MANUFACTURER'S SPECIFICATIONS AND PER LOCAL GODE REQUIREMENTS. FRAME OPENING WITH STEEL AND 3/8" THROUGH BOLT, WASHERS, LOGKWASHERS AND NUT AT FOUR GORNERS. (AS REQUIRED) 3 ROOF CURB ROOF-1ROOF STRUCTURE INSULATION CAULK OPENING AROUND SUPPLY AND RETURN DUGTS. M-2 SGALE: NONE INSULATED SUPPLY DUGT BALANCING HANDLE. LOCK INTO POSITION AND MARK PERMANENTLY. NOTES: PROTEGTION SADDLE DIFFUSER STARTER COLLAR (REFER TO NOTE 3) I. PROVIDE AT FLEXIBLE DUGT CONNECTION METAL OR "PANDUIT" DRAWBAND ON THE INTERIOR FLEXIBLE DUGT HELIX. SECURE THE INSULATION OVER THE DRAWBAND WITH AN ADDITIONAL DRAWBAND. 2. PROVIDE BEADING ON ROUND METAL DUGT 12" OR LARGER IN DIAMETER. 3. PROVIDE MINIMUM 4" COLLARS FOR ATTACHMENT OF THE FLEXIBLE DUGT TO ROUND DUGT, DAMPERS AND DIFFUSERS. 4. BAND RIGID ROUND DUGT INSULATION TO DUGT AND PROVIDE TAPE FOR INSULATION OVERLAP. I G.G. SHALL CONTRACT IN/ A LICENSED FIRE PROTEGTION GONTRAGTOR APPROVED BY THE LANDLORD, IF REQ, FOR THE MODIFICATIONS TO THE EXISTING SYSTEM AS REQUIRED TO COMPLY IN/ APPLIGABLE GODES. 2. FIRE PROTECTION CONTRACTOR SHALL COMPLY IN/ ALL NATIONAL, STATE, AND LOCAL FIRE PROTECTION REQUIREMENTS INCLUDING, BUT NOT LIMITED TO, NFPA 616. 3. FIRE PROTECTION PLANS MUST BE ENGINEERED AND WET SEALED BY A LIGENSED REGISTERED FIRE PROTEGTION ENGINEER IN THE COUNTY, GITY, AND STATE WHERE PROJEGT 15 LOCATED AS REQ. 4. TENANT'S SPRINKLER SYSTEM SHALL BE TESTED IN ACCORDANCE IN/ NFPA 13 AND SHALL BE WITNESSED BY THE LOGAL FIRE MARSHAL AND LANDLORD'S REPRESENTATIVE. 5. UPON GOMPLETION OF ALL SPRINKLER SYSTEM MODIFIGATIONS AND TESTS, G.G. SHALL SUBMIT A WRITTEN GERTIFIGATE TO LANDLORD STATING THAT TENANT'S SPRINKLER SYSTEM HAS BEEN INSPECTED AND APPROVED. 6. G.G. SHALL GOORDINATE THE LOCATIONS OF FIRE SPRINKLER HEADS IN/ LIGHTING LAYOUT MEGHANIGAL LAYOUT * W/ ANY DUCTWORK OR CEILING OBSTRUCTIONS. SPRINKLER HEADS SHALL BE CENTERED BETWEEN OR ALIGNED W/ LIGHT FIXTURES NOTIFY YANKEE CANDLE OR ARCHITECT OF QUESTIONABLE LOCATIONS FOR VERIFICATION PRIOR TO INSTALLATION. 1. PROVIDE SPRINKLERS ABOVE 1 BELOW HARD CEILING AREAS, A5 REQ. BY LOCAL GOVERNING BODY. 8. ANY SPRINKLER LOCATIONS SHOWN ARE FOR DESIGN INTENT ONLY. G.G. SHALL SUBMIT SPRINKLER DRAWINGS TO ALL PARTIES HAVING JURISDIGTION AND SHALL OBTAIN ALL APPLICATIONS, PERMITS, AND PAY ALL RELATED FEES. q. G.G. TO SUBMIT SPRINKLER SHOP DRAWINGS FOR REVIEW AND APPROVAL TO ARCHITECT PRIOR TO INSTALLATION. ALL INSTALLATION SHALL BE PER APPROVED SHOP DRAWINGS. new INTERIORS LTD Ni Design 11 Talcott Notch Road Farmington, CT 06032 T. 860 • 678 • 1946 F. 860. 678. 7111 © nidesign@nidesign.net 2013 ni des net 5 SUPPLY DIFFUSER FLEXIBLE DUGT CONNECTION (REFER TO NOTE I) I" X 20 GAUGE GALVANIZED SUPPORT STRAP INSULATED FLEXIBLE DUGT - 5 FOOT MAXIMUM REFER TO NOTE I SQUARE TO ROUND ADAPTOR (IF REQUIRED) CEILING SUPPLY DIFFUSER WITH LAY -IN FRAME. (SURFACE MOUNT FRAME SIMILAR). * IN AREAS WHERE THERE 15 A GYPSUM BOARD CEILING, REMOVE THE DUGT MOUNTED LOUVER AND PROVIDE AN ADJUSTABLE LOUVER THAT GAN BE ADJUSTED THROUGH THE AIR DEVICE. M-2 SCALE: NONE 111dif CONGEALED SPRINKLER HEAD. - ACOUSTICAL TILE GEILING. 6 COVER PLATE FINISH AS SPECIFIED. CONCEALED SPRINKLER HEAD DETAIL M-2 SCALE: NONE CONSULTANTS Project Management * Design 12035 COLWICK SAN ANTONIO, TX 78216 ,1::::11,E10::::::1101 IP°Icl ISSUED TO CLIENT FOR FINAL REVIEW ISSUED TO LANDLORD FOR FINAL REVIEW ISSUED FOR BID PERMIT 1/2" HW INSTANTANEOUS WATER HEATER 8 7 PLUMBING PLAN 1/2" GW M.2 SCALE: 4:"=1'-0" PLUMBING CODED NOTES I. PROVIDE NEW POINT OF USE WATER HEATER BELOW THE RESTROOM LAVATORY. SEE DETAIL 1/M.2 FOR ADDITIONAL INFORMATION. VERIFY IN FIELD EXACT LOCATION, COORDINATE WITH GENERAL AND ELEGTRIGAL CONTRACTORS. 2. EXTEND AND CONNECT NEW G.W. LINE TO EXISTING G.W. ® L/L'S MAIN ( V.I.F.). PROVIDE NEW SHUT OFF VALVE. 3. CONNECT NEW SANITARY LINE INTO LANDLORDS EXISTING SANITARY SERVICE. FIELD VERIFY EXACT LOCATION, SIZE, AND FLOW DIRECTION PRIOR TO BIDDING. INSTALL GLEANOUT AT CONNECTION TO LANDLORDS MAIN AND COORDINATE LOCATION AND TYPE OF COVER REQUIRED TO MATCH FLOOR FINISH WITH YANKEE CANDLE CONSTRUCTION MANAGER. 4. EXTEND NEW VENT TO L'L'S EXISTING VENT MAIN ABOVE. FIELD VERIFY EXACT VENT MAIN LOCATION AND SIZE PRIOR TO BIDDING. 5. PROVIDE TRAP PRIMER FOR FLOOR DRAIN. REFER TO SPECIFICATIONS FOR MODEL AND MANUFACTURER. INSTALL TRAP PRIMER VALVE ASSEMBLY IN WALL AT AN AGGESSIBLE HEIGHT. PROVIDE AGGESS PANELS AS REQUIRED. EXTEND 1/2" G.W. FROM NEAREST MAIN TO NEW TRAP PRIMER. 6. PROVIDE TRAP PRIMER DISTRIBUTION UNIT IN WALL. PROVIDE AGGESS PANEL AND COORDINATE FINAL LOCATION WITH TENANT'S CONSTRUCTION MANAGER. EXTEND AND CONNECT PIPING TO FLOOR DRAIN. REFER TO DETAIL FOR ADDITIONAL INFORMATION. 1/2" 3 WAY ANGLE STOP VALVE WATER HEATER DETAIL M.2 SCALE: NONE PLUMBING LEGEND SYMBOL DESGRIPTION ----5--- SANITARY/WASTE PIPING, 5, W v VENT, V LAV GW — GOLD WATER PIPING, GW — —141/4— HOT WATER PIPING, HW G— NATURAL GAS, G 4" 2" GATE VALVE 1)4 —V1— GHEGK VALVE o 24 CLEANOUT • FLOOR DRAIN, F.D. VTR VENT TO ROOF 2" VENT TO L/L VENT STUB -IN, V.I.F. CV 4" SAN. TO L/L SAN. STUB -IN, Y.I.F. SANITARY RISER DIAGRAM N.T.5. CONNECT TO L/L'S WATER SERVICE STUB -IN, FIELD VERIFY EXAGT LOGATION TRAP PRIMER VALVE IN 1/2" G.W. TO FLOOR DRAIN L LAV IWH INSTANTEOUS WATER HEATER, SEE DETAIL WATER RISER DIAGRAM N.T.S. Mechanical Details i1" II IC:C8I"II' 1!!!!!° 5 . 10 . 13 I .:11V411 II Clg SC 0;!111 !1" AS NOTED PARATE REQUIRED APER MITAND ROVAL P C I:I� 6 „ PLUMBING FIXTURE AND EQUIPMENT SCHEDULE INC - WATER CLOSET - AMERICAN STANDARD, #2168.100 "CADET", FLOOR SET, TANK TYPE, 11-1/4" RIM HEIGHT, BOTTOM OUTLET, WHITE VITREOUS CHINA, ELONGATED BOWL, PRESSURE -ASSISTED SIPHON JET FLUSH AGTION, I.6 GALLON LOW CONSUMPTION TYPE; CLOSE -COUPLED FLUSHOMETER TANK, WHITE OPEN -FRONT CONTOURED SOLID PLASTIC HEAVY DUTY SEAT LESS COVER WITH SELF-SUSTAINING GHEGK HINGE AND STAINLESS STEEL BOLTS; WHEEL -HANDLE ANGLE STOP VALVE WITH CHROME -PLATED RISER AND CHROME -PLATED ESCUTCHEON. PROVIDE FLUSH LEVER ON AGGESSIBLE SIDE OF WATER CLOSET, OPPOSITE SIDE OF SIDE GRAB BAR. LAV - LAVATORY - AMERICAN STANDARD, #0356.015 "LUCERNE", VITREOUS GHINA 20"x18" WALL HUNG FAUCETS ON 8" CENTERS. MOUNT AT 2q" TO BOTTOM OF EDGE TO MEET "ADA" STANDARD FOR HANDICAPPED. FURNISH WITH AMERICAN STANDARD HERITAGE MODEL #6801.312H.002 FAUCET AND POP-UP DRAIN. CHROME I-1/4" x I-1/2" TAILPIECE WITH "T" CHROME FINISH EAST BRASS TRAP, AND DRAIN TO WALL, ANGEL STOPS, CHROME SUPPLY AND WASTE ESGUTGHEONS. FURNISH WITH MOUNTING HANGERS. INSULATE P -TRAP AND SUPPLY LINES WITH TREUBRO MODEL #102W "HANOI -LAV GUARD" INSULATION KIT FOR WHEELCHAIR AGGESS. FD - FLOOR DRAIN WITH FUNNEL, ZURN, GAST IRON POLISHED BRONZE. PROVIDE "PRECISION PLUMBING PRODUCTS" #P2-500 AUTOMATIC TRAP PRIMER WITH ANTI SIPHON PORTS, SERVES 2 FLOOR DRAINS EA. IWH - INSTANTANEOUS WATER HEATER - IN-SINK-ERATOR MODEL 'IN', 0.75 KW, 120V, WITH PLUG 4 CORD. UNIT SHALL HAVE A FLOW RATE OF 0.5 GPM, SERVICING I LAVATORY,. FGO - FLOOR GLEAN OUT - JAY R SMITH #4043 SERIES, WITH NICKEL BRONZE TOP OF FULL LINE SIZE. NCO - WALL GLEAN OUT - JAY R SMITH #4530 SERIES, GLEAN OUT TEE AND STAINLESS STEEL COVER. WHA - WATER HAMMER ARRESTOR - SIOUX CHIEF 150 SERIES, PDI SIZE A, PIPE SIZE 1/2" TP - TRAP PRIMER - PRECISION PLUMBING PRODUCTS #P2-500, PRECISION PLUMBING PRODUCTS "PRIME RITE" WITH INTEGRAL VACUUM BREAKER. BFP - BACKFLOW PREVENTER - WATTS SERIES 1 611611, AVAILABLE WITH AN EXTENSIVE COMBINATION OF INLET/OUTLET SIZE TYPES OF THREAD AND END CONNECTIONS INCLUDING RETROFIT COMPRESSION FITTINGS AND HOSE CONNECTIONS. FIXTURES IN THIS SCHEDULE OR THEIR APPROVED EQUIVALENT ARE PROVIDED BY THE PLUMBING CONTRACTOR. SUBMIT SHOP DRAWINGS ON EACH OF THESE ITEMS. VERIFY ROUSH-IN REQUIREMENTS WITH MANUFACTURERS DRAWINGS. INSTALL PER MANUFACTURERS RECOMMENDATIONS. PROVIDE WATER CONSERVING FIXTURES AND APPURTENANCES BY LOGAL AUTHORITIES. REFER TO ARCHITECTURAL ELEVATIONS PLAN FOR MOUNTING HEIGHT OF ALL FIXTURES GENERAL PLUMBING NOTES A. PRIOR TO BID, CONTRACTOR SHALL VISIT THE JOB SITE AND FIELD VERIFY THE EXISTING CONDITIONS. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING THE EXISTING STUB -INS, TAPS, ETG. FOR PLUMBING AND MECHANICAL SYSTEMS FOR THE TENANT SPACE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES FOUND BETWEEN PLANS AND FIELD GONDITIONS IN ORDER TO PREVENT UNKNOWN ADDITIONAL GOSTS TO THE TENANT. B. ALL PIPING SYSTEMS SHALL BE PRESSURE TESTED IN ACCORDANCE WITH STATE, LOCAL GODE AND LANDLORD'S REQUIREMENTS. G. PROVIDE SHUTOFF VALVE(5) AT EACH FIXTURE. D. TENANT SHALL INSTALL AIR CHAMBERS OR SHOCK ABSORBERS IN PIPING SYSTEM TO PREVENT NOISE AND DAMAGE DUE TO WATER HAMMER. TENANT SHALL PROVIDE SHUT-OFF VALVES IN THE SUPPLY PIPING TO EVERY FIXTURE. E. ALL UNDERGROUND SANITARY PIPING SHALL BE SCHEDULE 40 PVG. F. ALL ABOVE GRADE SANITARY AND VENT PIPING PIPING SHALL BE SERVICE WEIGHT NO -HUB GAST IRON. G. SANITARY PIPE 3" AND SMALLER SHALL BE SLOPED AT 1/4" PER FOOT. SANITARY PIPE 4" AND LARGER SHALL BE SLOPED AT I/8" PER FOOT. CONDENSATE PIPING SHALL BE SLOPED AT A MINIMUM OF 1/4" PER FOOT. H. GAP ALL PIPING OPENINGS DURING CONSTRUCTION UNTIL FINAL CONNECTIONS TO EQUIPMENT AND ACCESSORIES ARE MADE. I. ALL PIPING IN FINISHED AREA SHALL BE RUN CONGEALED. EXPOSED PIPING, WHERE NECESSARY, SHALL BE RUN AS HIGH A5 POSSIBLE AND TIGHT TO THE WALLS. DO NOT INSTALL DOMESTIC WATER PIPING IN EXTERIOR WALLS WITHOUT REQUIRED INSULATION. J. SUSPEND ALL HORIZONTAL WATER AND VENT PIPING AS HIGH AS POSSIBLE ABOVE GEILING. K. GORE DRILL ALL SLAB PENETRATIONS. SEAL AROUND ALL WALL, FLOOR AND CEILING PIPE PENETRATIONS WITH APPROVED SEALANT MATERIAL AND ENSURE PENETRATIONS REMAIN FIRE RESISTANT AND WATERTIGHT. L. ALL PENETRATIONS THROUGH SLAB SHALL BE SLEEVED, FIRE STOPPED, AND SEALED IN AGGORDANGE WITH THE LANDLORDS STANDARD PROJECT DETAILS. M. ALL EQUIPMENT, INSTALLATIONS AND MATERIALS SHALL COMPLY WITH APPLIGABLE LANDLORD GRITERIA, LOCAL AND STATE GODES. N. PROVIDE AND INSTALL WATER HAMMER ARRESTORS PER PDI REQUIREMENTS. 0. IF EXISTING PLUMBING FIXTURES ARE TO REMAIN, GLEAN AND REPAIR EXISTING FIXTURES TO PROPER WORKING ORDER AND TO LIKE NEW GONDITION. LABEL ALL BELOW ELEVATED FLOOR PIPING. CONTRACTOR SHALL VERIFY LOGATION, DIRECTION OF FLOW, AND DEPTH OF UTILITIES AT POINTS OF GONNEGTION BEFORE START OF PROJEGT. P. Q. RECEIVED CITY OF TUKWILA MAY 3 0 2013 E NI CENTER FIXTURE CONNECTION SCHEDULE P# DESCRIPTION WASTE VENT HW GW LAV LAVATORY I-1/2" I-1/2" 1/2" 1/2" WG WATER CLOSET 4" 2" - 1/2" FD FLOOR DRAIN 3" 2" - 1/2" #644 7,;1111211,c;: a;' : I1Ijd'c Westfield South Center • Seattle, WA #204 ,C111e,,,,ll, 'I"'IP'.... 1,647 13064 ,,Vacs r 11111111111111 11111111111111111 111111111111111111111111111111111111111111111111111 REGI AR C I JIMMY L. POWERS STATE OF WAST IINGTON 1 O5/O9/I3 12:41 User: BILL U SECTION 15A: HEATING, VENTILATING, AND AIR CONDITIONING: 15A 1 GENERAL INSTRUCTIONS: J5A I-1 GENERAL REQUIREMENTS, EACH CONTRACTOR SHALL BE RESPONSIBLE TO BECOME THOROUGHLY FAMILIAR WITH ALL THE CONTENTS OF DIVISION ONE AND THE GENERAL AND SUPPLEMENTARY CONDITIONS OF 111= SPECIFICATIONS A5 TO THE REQUIREMENTS WHICH AFFECT 1415 DIVISION OR SECTION. DIVISION ONE AND THE GENERAL AND SUPPLEMENTARY CONDITIONS OF SPECIFICATIONS SHALL BE A PART OF THIS SECTION. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CAI 1 FD FOR IN ONE SHALL BE PROVIDED EVEN THOUGH NOT SPECIFICALLY CALLED FOR IN B014. ANY MATERIAL OR LABOR WHICH 15 NEITHER SHOWN ON THE DRAWINGS NOR CAI 1 PO FOR IN THE SPECIFICATIONS, BUT WHICH 15 REQUIRED TO COMPLETE THE WORK, AND WHICH 15 INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL BE PROVIDED AS PART OF CONTRACT. WHERE THE DRAWINGS OR SPECIFICATIONS GALL FOR I1EM5 WHICH EXCEED CODES OR THE LANDLORDS REQUIREMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE SYSTEM AS DESIGNED AND DESCRIBED ON 111C:,C DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION AND FACILITIES NECESSARY FOR, IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE V(ORK FOR THE SYSTEMS SHOWN ON THE DRAWINGS, GALLED FOR IN THE SPECIFICATIONS AND AS REQUIRED BY JOB CONDITIONS. 15A 1-2 DEFINITIONS FURNISH: THE TERM "FURNISH" 15 USED TO MEAN "SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION AND SIMILAR OPERATIONS.° INSTALL: THE TERM "INSTALL" 15 USED TO DESCRIBE OPERATIONS AT THE PROJECT SITE INCLUDING THE ACTUAL "UNLOADING, UNPACKING, ASSEMBLY, ERECTION, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, GLEANING, AND SIMILAR OPERATIONS." PROVIDE: THE TERM "PROVIDE" MEANS "TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE." FURNISHED BY OWNER OR FURNISHED BY OTHERS, THE ITEM WILL BE FURNISHED BY THE OWNER OR OTHERS. IT 15 TO BE INSTALLED AND CONNECTED UNDER THE REQUIREMENTS OF THIS DIVISION, COMPLETE AND READY FOR OPERATION, INCLUDING ITEMS INCIDENTAL TO THE WORK, INCLUDING SERVICES NECESSARY FOR PROPER INSTALLATION AND OPERATION. THE INSTALLATION SHALL BE INCLUDED UNDER THE GUARANTEE REQUIRED BY THIS DIVISION. ENGINEER: WHERE REFERENCED IN THIS DIVISION, "ENGINEER" 15 THE ENGINEER OF RECORD AND THE DESIGN PROFESSIONAL FOR THE WORK UNDER THIS DIVISION, AND 15 A CONSULTANT TO, AND AN AUTHORIZED REPRESENTATIVE OF, THE ARCHITECT, AS DEFINED IN THE GENERAL AND/OR SUPPLEMENTARY CONDITIONS. WHEN USED IN THIS DIVISION, IT MEANS INCREASED INVOLVEMENT BY, AND OBLIGATIONS TO, THE ENGINEER IN ADDITION TO INVOLVEMENT BY, AND OBLIGATIONS TO, THE "ARCHITECT". AHJ: THE LOCAL CODE AND/OR INSPECTION AGENCY (AUTHORITY) HAVING JURISDICTION OVER THE WORK. THE TERMS "APPROVED EQUAL", "EQUIVALENT", OR "EQUAL" ARE USED SYNONYMOUSLY AND SHALL MEAN "ACCEPTED BY OR ACCEPTABLE TO THE ENGINEER AS EQUIVALENT TO THE ITEM OR MANUFACTURER SPECIFIED" THE TERM "APPROVED" SHALL MEAN LABELED, LISTED, OR BOTH, BY A NATIONALLY RECOGNIZED TESTING LABORATORY (E.G. UL, ETL, GSA), AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. ISA 1-3 INSPECTION OF SITS THE CONTRACTOR SHALL PERSONALLY INSPECT THE SITE OF THE PROPOSED WORK AND BECOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK 15 TO BE DONE. FAILURE TO DO 50 SHALL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. J5A 1-4 MATERIAL AND WORKMANSHIP, ALL MATERIAL AND APPARATUS SHALL BE NEW AND IN FIRST GLASS CONDITION. ALL WORKMANSHIP SHALL BE OF THE FINEST POSSIBLE BY EXPERIENCED MECHANICS. ALL INSTALLATIONS SHALL COMPLY WITH APPLICABLE CODES AND LAWS. ANY ABNORMAL NOISE CAUSED BY RATTLING EQUIPMENT, PIPING, DUCTS, AIR DEVICES, AND SQUEAKS IN ROTATING COMPONENTS WILL NOT BE ACCEPTABLE. IN GENERAL, ALL MATERIALS AND EQUIPMENT SHALL BE OF COMMERCIAL SPECIFICATION GRADE AND QUALITY. LIGHT DUTY AND RESIDENTIAL TYPE EQUIPMENT SHALL NOT BE ACCEPTED. J5A 1-5 COORDINATION. ALL WORK SHALL BE COORDINATED WITH THAT OF OTHER TRADES 50 THAT THE INSTALLATION OF THE COMPONENTS OF EACH SYSTEM OCCURS AT THE PROPER TIME, FITS THE AVAILABLE SPADE AND ALLOWS PROPER SERVICE ACCESS TO THOSE ITEMS REQUIRING MAINTENANCE. ANY COMPONENTS WHICH ARE INSTALLED WITHOUT REGARD TO THE ABOVE SHALL BE RELOCATED AT NO ADDITIONAL COST TO THE OWNER. CONTRACTORS SHALL PROVIDE MATERIALS WITH TRIM WHICH PROPERLY FITS THE TYPE OF CEILING, WALL, OR FLOOR FINISH INSTALLED. MODEL NUMBERS 114 SPECIFICATIONS OR SHOWN ON DRAWINGS ARE NOT INTENDED TO DESIGNATE THE REQUIRED TRIM. ISA 1-6 ORDINANCES. LANDLORD CRITERIA AND CODES, INQUIRE INTO AND COMPLY WITH LANDLORD CRITERIA, LOCALLY ADOPTED CODE OF USG, IBC, BOLA, NFPA, OSHA AND/OR ALL OTHER APPLICABLE CODES, REGULATIONS AND ORDINANCES. OBTAIN AND PAY FOR ALL PERMITS. CONTRACTOR SHALL BE HED RESPONSIBLE FOR ANY VIOLATION OF THE LAW. CONTRACTOR SHALL MAINTAIN ALL NECESSARY SIGNAL LIGHTS AND GUARDS FOR THE SAFETY OF THE PUBLIC. ISA I-1 SHOP DRAWINGS. SUBMIT FOR APPROVAL TWO SETS OF MANUFACTURER'S SHOP DRAWINGS OF ALL MAJOR ITEMS OF EQUIPMENT AND ALL ITEMS REQUIRING COORDINATION BETWEEN CONTRACTORS TO YANKEE CANDLE'S CONSTRUCTION MANAGER. BEFORE SUBMITTING SHOP DRAWINGS AND MATERIAL LISTS, THE CONTRACTOR SHALL VERIFY THAT ALL EQUIPMENT SUBMITTED 15 MUTUALLY COMPATIBLE AND SUITABLE FOR THE INTENDED USE, AND SHALL FIT THE AVAILABLE SPACE AND ALLOW AMPLE ROOM FOR MAINTENANCE. THE CHECKING AND SUBSEQUENT APPROVAL OF SUCH SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS IN DIMENSIONS, DETAILS, SIZE OF MEMBERS, OR QUANTITIES; OR OMISSIONS OF COMPONENTS OR FITTINGS; OR FOR COORDINATING ITEMS WITH ACTUAL BUILDING CONDITIONS. PROVIDE ANY NEEDED WIRING DIAGRAMS. ISA I-8 ELECTRONIC DRAWING FILES, IN PREPARATION OF SHOP DRAWINGS, CONTRACTOR MAY, AT HIS OPTION, OBTAIN ELECTRONIC DRAWING FILES IN AUTOCAD OR DXF FORMAT FROM THE ENGINEER FOR A SHIPPING AND HANDLING FEE OF $200 FOR A DRAWING SET UP TO 12 CI ICCTS AND $15 PER SI CET FOR A SET OF MORE THAN 12 SHEETS. CONTRACTOR SHALL PE -SERVICES AND SEND COMPLETED FORM BAUD TO FE -SERVICES ALONG WITH A CHECK MADE PAYABLE TO PE -SERVICES. CONTRACTOR SHALL INDICATE THE DESIRED SHIPPING METHOD AND DRAWING FORMAT ON THE ATTACHED FORM. 114 ADDITION TO PAYMENT, ARCHITECTS WRITTEN AUTHORIZATION AND ENGINEERS RELEASE AGREEMENT FORM MUST BE RECEIVED BEFORE ELECTRONIC DRAWING FILES WILL BE SENT. J5A I -q GUARANTEE. GUARANTEE AGAINST DEFECTIVE WORKMANSHIP AND MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL PAYMENT. GUARANTEE SHALL INCLUDE MATERIAL TO BE REPLACED AND ALL LABOR REQUIRED. ISA I-10 CUTTING AND PATCHING. THE CONTRACTOR SHALL DO ALL CUTTING OF WALLS, FLOORS, CEILINGS, ETC. AS REQUIRED TO INSTALL WORK UNDER THIS SECTION, AND SHALL OBTAIN PERMISSION FROM THE LANDLORD BEFORE DOING ANY GUTTING. STRUCTURAL MEMBERS SHALL NOT BE DISTURBED WITHOUT PRIOR APPROVAL FROM THE ARCHITECT. ALL HOLES SHALL BE GUT AS SMALL AS POSSIBLE. GENERAL CONTRACTOR SHALL PATCH WALLS, FLOORS, ETC. AS REQUIRED BY WORK UNDER THIS SECTION. ALL PATCHING SHALL MATCH THE ORIGINAL MATERIAL AND CONSTRUCTION, AND ANY AREAS DISTURBED BY WORK PERFORMED UNDER THIS CONTRACT SHALL BE NEATLY REPAIRED AND REFINISHED TO THE CONDITION OF ADJOINING SURFACES 1N A MANNER SATISFACTORY TO THE ARCHITECT AND LANDLORD. J5A I-11 ROUGH -1N„ COORDINATE WITH OTHER CONTRACTORS, WITHOUT DELAY, ALL ROUGHING -IN WITH GENERAL CONSTRUCTION. ALL PIPING, CONDUIT, ROUGH -IN SHALL BE CONGEALED EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE SHOWN. NInew INTERIORS LTD Ni Design 11 Talcott Notch Road Farmington, CT 06032 T. 860 • 678 • 1946 F. 860.678.7111 nidesign@nidesign.net © 2013 SECTION 15A 2: INSULATION AND SHEET METAL WORKS: ISA 2-1 SURFACE BURNING CHARACTERISTICS ALL MATERIAL EXPOSED 114 A CEILING RETURN PLENUM AND OTHER MATERIAL IN THE AIR STREAM WHICH 15 FURNISHED TO PERFORM WORK REQUIRED UNDER THIS SECTION SHALL HAVE A FLAME SPREAD RATING OF 25 OR LESS AND A SMOKE DEVELOPED RATING OF 50 OR LESS. MATERIAL SHALL BE CLASSIFIED BY UL 123 A5 MEETING THE ABOVE REQUIREMENTS AND LABELED AS SUCH. J5A 2-2 DUCT INSULATION, SUPPLY AND RETURN AIR DUCTWORK SHALL BE COVERED WITH I- 1/2" THICK, 3/4 POUND DENSITY DUCT WRAP, CERTAINTEED TYPE IV -4 OR EQUAL OIENS- CORNING WITH HEAVY-DUTY FOIL -SCRIM -KRAFT FACING, AND WITH ALL JOINTS TAPED WITH 3" WIDE FOIL TAPE. ISA 2-3 SHEETMETAL DUCT. SHEETMETAL DUCT SHALL BE SHOP FABRICATED, GALVANIZED STEEL, SIZED AND ROUTED AS SHOWN 014 DRAWINGS. ALL DUCTS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH CURRENT SMAGNA STANDARDS. DUCTWORK SIZES SHOWN ARE CLEAR INSIDE DIMENSIONS; METAL SIZE MUST BE INCREASED TO ALLOW FOR LINER THICKNESS. NO ITEMS, OTHER THAN THOSE REQUIRED FOR THE DUCT INSTALLATION, SHALL BE SUPPORTED FROM THE DUCTWORK INCLUDING BUT NOT LIMITED TO CEILING GRID, CONDUITS, PIPES AND EQUIPMENT. SEAL LONGITUDINAL AND TRANSVERSE JOINTS AND SEAMS AIRTIGHT WITH HEAVY LIQUID SEALANT APPLIED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. ALL DUCTS WITH OFFSETS OF 45 DEGREES OR MORE SHALL HAVE AIRFOIL TYPE TURNING VANES OF SAME GAUGE AS DUCTWORK AND SHALL BE RIGIDLY FASTENED WITH GUIDE STRIPS. VANES IN DUCTWORK OVER 30" DEEP SHALL BE INSTALLED IN MULTIPLE SECTIONS WITH VANES NOT OVER 30" LONG AND SHALL BE RIGIDLY FASTENED. ALL DUCT CONNECTIONS TO EQUIPMENT SHALL BE WITH NEOPRENE COATED GLASS CLOTH CANVAS CONNECTIONS, DURO-DYNE, ELLEN, VENT FABRIC OR EQUAL. PROVIDE BALANCING DAMPERS WHERE SHOWN ON DRAWINGS AND WHEREVER NECESSARY FOR COMPLETE CONTROL OF AIR FLOW. WHERE ACCESS TO DAMPERS THROUGH A HARD CEILING 15 REQUIRED, COORDINATE ACCESS DOOR LOCATION WITH ARCHITECT, OR AT CONTRACTOR'S OPTION, A YOUNGS REGULATOR CONCEALED VOLUME DAMPER WITH EXTENSION ROD AND CEILING OPERATOR MAY BE USED. 'COORDINATE CEILING OPERATOR LOCATION WITH ARCHITECT. SPLITTER DAMPERS SHALL BE CONTROLLED BY LOCKING QUADRANTS; PROVIDE YOUNGS REGULATOR OR VENTLOK END BEARINGS FOR THE DAMPER ROD. VOLUME DAMPERS SHALL BE OPPOSED BLADE INTERLOCKING TYPE, FACTORY MADE BY RUSKIN, APG, AIR BALANCE, OR APPROVED EQUAL. OUTSIDE AIR DAMPERS SHALL BE RUSKIN MODEL GD -50, 6REENHEUC, AIR BALANCE, OR APPROVED EQUAL. PROVIDE FLEXMASTER MODEL BTO OR EQUAL 45 DEGREE RECTANGULAR/ROUND SIDE TAKEOFF FITTING WITH MODEL SLBO DOUBLE BEARING DAMPER WITH INSULATION BUILD OUT FOR ALL ROUND DUCTWORK BRANCH TAKEOFFS TO INDIVIDUAL AIR DEVICES. ROUND OR OVAL DUCTS SHALL BE SEMGO, UNITED, WESCO OR EQUAL, GALVANIZED SHEETMETAL, WITH SMOOTH INTERIOR SURFACE. LOW PRS! (DUCT PRESSURE CLASS UP TO AND INCLUDING 2" W6) ROUND DUCT 14" AND UNDER SHALL BE 28 GAUGE. REFERENCE THE LATEST EDITION OF SMAGNA HVAG DUCT CONSTRUCTION STANDARDS FOR GAUGES REQUIRED FOR ROUND DUCTS GREATER THAN 14' AND WHEN PRESSURES EXCEED 2° W.G. DUCTWORK PASSING THROUGH A FIRE RATED CORRIDOR WITHOUT OPENINGS INTO THAT CORRIDOR SHALL BE A MINIMUM OF 26 GAUGE. LOW PRESSURE (DUCT PRESSURE CLASS UP TO AND INCLUDING 2" KG.) FITTINGS 24" IN DIAMETER AND LESS SHALL BE PREFABRICATED, SPOTNELDED AND INTERNALLY SEALED. FITTINGS LARGER THAN 24" IN DIAMETER SHALL BE CONTINUOUSLY Y'ELDED. FITTING GAUGE SHALL BE 22 GAUGE FOR 36" FITTINGS AND UNDER, 20 GAUGE FOR ALL LARGER SIZES. ALL q0 DEGREE TEES SHALL BE CONICAL TYPE. SEAL LONGITUDINAL AND TRANSVCR✓C DUCTWORK JOINTS AIRTIGHT WITH HEAVY LIQUID SEALANT APPLIED ACCORDING TO MANUFACTURERS INSTRUCTIONS. J5A 2-4 FLEXIBLE DUCT. LOW PRESSURE (DUCT PRESSURE GLASS UP TO AND INCLUDING 2" 11.6J AND MEDIUM PRESSURE (DUCT PRESSURE GLASS 2.1" TO 6" WG) FLEXIBLE DUCT SHALL BE FLEXMASTER, THERMAPLEX, OR EQUAL TYPE 8 (FIRE RETARDANT POLYETHYLENE) OR TYPE 8M (REINFORCED METALIZED) PROTECTIVE VAPOR BARRIER, U.L.I81 GLASS I, ACOUSTICAL INSULATED DUCT, STEEL WIRE HELIX GORE, MECHANICAL LOCK CONSTRUCTION, I-1/2" (R-42) FIBERGLASS INSULATION. FLEXIBLE DUCT RUNS SHALL NOT EXCEED 4 FEET IN LENGTH, AND SHALL BE INSTALLED AS STRAIGHT AS POSSIBLE WITH NO MORE THAN A q0 DEGREE TOTAL CHANGE IN DIRECTION. J5A 2-5 AIR DEVICES PROVIDE ALL AIR DEVICES AS SCHEDULED 014 DRAWINGS, MANUFACTURED BY TITUS. PROVIDE ALL DEVICES WITH A SOFT PLASTIC GASKET TO MAKE AN AIRTIGHT SEAL AGAINST THE MOUNTING SURFACE. CONTRACTOR SHALL COORDINATE FINAL LOCATION, FRAME, AND MOUNTING TYPE OF ALL AIR DEVICES WITH ARCHITECTURAL REFLECTED CEILING PLANS. SECTION 15 3: HVAC EQUIPMENT: ISA 3-2 FINAL HVAG TESTING AND ADJUSTMENTS. FINAL SYSTEM TESTING, BALANCING AND ADJUSTMENTS SHALL BE PERFORMED BY A CONTRACTOR CERTIFIED BY THE NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB) OR ASSOCIATED AIR BALANCE COUNCIL (AABG). TESTS SHALL NOT BE PERFORMED BY INSTALLING COMPANY. TEST AND BALANCE CONTRACTOR SHALL PERFORM TEST READINGS ON ALL FANS, UNITS, COILS, ETC. AND ADJUST EQUIPMENT TO DELIVER SPECIFIED AMOUNTS OF AIR. A CERTIFIED AIR BALANCE REPORT SHALL BE SUBMITTED 014 CERTIFIED "NESS" OR "AABG" FORM. REPORTS SUBMITTED ON NON CERTIFIED OR CUSTOMIZED REPORTS WILL NOT BE ACCEPTED. THE REPORT SHALL INCLUDE AT A MINIMUM ALL AIR SUPPLY, RETURN AND EXHAUST QUANTITIES; FAN AND UNIT TEST READINGS; ENTERING EQUIPMENT AND LEAVING EQUIPMENT AIR TEMPERATURES; THE REPORT SHALL INCLUDE ALL NAMEPLATE DATA OF INSTALLED EQUIPMENT. THE AIR BALANCE CONTRACTOR SHOULD EXPECT TO FOLLOW UP AND PERFORM AIR BALANCE REQUIREMENTS FOR ALL OUT OF DESIGN AND N0N FUNCTIONAL SEASONAL SYSTEMS. (2) COPIES OF THE FINAL COMPILATION OF DATA SHALL BE SUBMITTED TO THE ARCHITECT FOR EVALUATION AND APPROVAL BEFORE FINAL INSPECTION OF THE PROJECT. REPORT SHALL BE BOUND AND INCLUDE THE STORE NAME, MALL NAME, SPADE NUMBER, AND CITY WHERE TESTING AND BALANCING HAS BEEN PERFORMED. AIR BALANCING SHALL BE PERFORMED WITH A q8% ACCURATE AIR VELOCITY METER. AIR FLOWS SHALL BE BALANCED TO WITHIN PLUS/MINUS 10% OF DE51614 REQUIREMENTS. THE AIR BALANCE REPORT SHOULD INCLUDE DATA AND COURSE OF ACTION REQUIRED IF SYSTEM GAN NOT BE BALANCED WITHIN 10% OF DESIGN REQUIREMENTS. THE OWNER MUST RECEIVE THE AIR BALANCE REPORT NO LATER THAN 15 DAYS FROM THE STORE TURNOVER DATE. ALL BEARINGS SHALL BE LINED UP. BEARINGS THAT HAVE DIRT OR FOREIGN MATERIAL IN THEM SHALL BE REPLACED WITH NEW BEARINGS WITHOUT ADDITIONAL COST TO 1145 OWNER ALL THERMOSTATS AND CONTROL DEVICES SHALL BE ADJUSTED TO OPERATE AS INTENDED, COORDINATE WITH YANKEE CANDLE'S PROJECT MANAGER. COORDINATE START UP WITH ALG AND YGG PROJECT MANAGER. ADJUST BURNERS, PUMPS, FANS, ETC. FOR PROPER AND EFFICIENT OPERATION. CERTIFY TO Y.G.G. PROJECT ARCHITECT THAT ALL ADJUSTMENTS HAVE BEEN MADE AND THAT SYSTEM 15OPERATINGSATISFACTORILY. ADJUST ALL AIR DEVICES TO SUPPLY THE AMOUNT OF AIR SHOWN ON THE DRAWINGS. FURTHER ADJUSTMENTS SHALL BE MADE TO OBTAIN UNIFORM TEMPERATURE IN ALL SPACES. CALIBRATE, SET, AND ADJUST ALL AUTOMATIC TEMPERATURE CONTROLS. CHECK PROPER SEQUENCING OF ALL INTERLOCK SYSTEMS, AND OPERATION OF ALL SAFETY CONTROLS. ALL ADJUSTMENTS SHALL BE BY GENERAL CONTRACTOR AT NO ADDITIONAL COST TO YANKEE CANDLE CORPORATION. YANKEE CANDLE HAS A NATIONAL ACCOUNT WITH GARRIER CORPORATION FOR DIRECT PURCHASE OF THE HVAG CONTROLS AND EQUIPMENT. THE G.G. BID SHALL NOT INCLUDE THE COST OF THE CARRIER EQUIPMENT OR CONTROLS SUPPLIED BY YANKEE CANDLE. UPON BEING SELECTED AS THE G.G. FOR THIS PROJECT, THE G.G. BECOMES RESPONSIBLE FOR CONTACTING CARRIER'S REPRESENTATIVE, PAUL. WITZ (TEL: SOO-61O-IO85; FAX 315-433-4615) AND PROVIDE HER WITH SITE LOCATION INFORMATION AND THE APPROXIMATE DELIVERY DATES THE EQUIPMENT SHOULD ARRIVE. THE RFSPONSIBILTY FOR DELIVERY AND INSTALLATION OF THE HVAG EQUIPMENT WILL TRANSFER TO THE G.G. UPON YANKEE CANDLE AWARDING THE CONTRACT FOR THE PROJECT. REFER TO THE SCHEDULE OF OWNER PROVIDED GARRIER EQUIPMENT ON SHEET M-401 FOR A DESCRIPTION OF THE ITEMS AND WHO INSTALLS THEM. MEGHANIGAL CONTRACTOR SHALL PULL LOW VOLTAGE WIRING AND TERMINATE AS DETAILED ON THE INSTALLATION DRAWING PROVIDED WITH THE CONTROL EQUIPMENT. MEGHANIGAL CONTRACTOR SHALL INSTALL ALL ACCESSORIES PROVIDED. THE MEGHANIGAL CONTRACTOR SHALL FAX THE STARTUP READINESS FORM TO GARRIER AND SCHEDULE THE VIRTUAL STARTUP. MEGHANIGAL CONTRACTOR SHALL BE ON SITE AT TIME OF VIRTUAL START-UP. GC/MECHANICAL CONTRACTOR WILL PROVIDE IST YEAR WARRANTY RESPONSIBILITY. CONSULTANTS 12035 COLWICK Project Management * Design SAN ANTONIO, TX 78216 SECTION 15C: AUTOMATIC SPRINKLER SYSTEM: J5C I-1 INSPECTION OF SITE. 11-15 CONTRACTOR SHALL PERSONALLY INSPECT THE SITE OF THE PROPOSED WORK AND BECOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK 15 TO BE DONE. FAILURE TO DO 50 WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. I5G 1-2 SCOPE. ALL SPRINKLER WORK SHALL BE PERFORMED BY A LANDLORD APPROVED LICENSED SPRINKLER CONTRACTOR FIRE PROTECTION SPRINKLER CONTRACTOR (EP5G) SHALL PROVIDE A COMPLETE AND FUNCTIONING SPRINKLER SYSTEM WITH VALVES, PIPING AND HEADS, THROUGHOUT THE TENANT SPACE. FPSG SHALL VERIFY REQUIREMENTS WITH LOCAL CODE OFFICIALS PRIOR TO BID. FPSC SHALL VERIFY AND COORDINATE ALL WORK WITH THE LANDLORD SPRINKLER GONTRAGTOR ALL SYSTEMS SHALL BE CHARGED AND OPERATIONAL WHEN THE FPSC. 15 NOT ON THE PREMISES OR FPSG SHALL POST A FIRE WATCH. ALL WORK SHALL BE SCHEDULED WITH THE LANDLORDS FIELD REPRESENTATIVE. SYSTEM SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF STANDARD #13 OF THE NATIONAL FIRE PROTECTION ASSOCIATION (NEPA), AND MUST BE ACCEPTABLE TO THE INSURANCE INTCRE:,T HAVING JURISDICTION, THE FIRE MARSHAL, AND LOCAL, STATE, AND NATIONAL CODES HAVING JURISDICTION. WORK SHALL INCLUDE, BUT SHALL NOT NECESSARILY BE LIMITED TO THE FOLLOWING: I. EXTENSION OF EXISTING OVERHEAD WET -PIPE SPRINKLER SYSTEM FOR TENANT SPACE. J5C 1-3 INSTALLATION REQUIREMENTS. FIRE PROTECTION SYSTEM GOMPOAENTS SHALL BE MANUFACTURED BY GRINNEL ., RELIABLE, CENTRAL, VIKING, POTTER-ROEMER, OR APPROVED EQUAL OR AS SPECIFIED HEREIN. PIPING IN AREAS HAVING CEILINGS, OTHER THAN THE UNDERSIDE OF THE ROOF DECK, SHALL BE CONGEALED. PIPING IN AREAS WITHOUT CEILINGS MAY BE EXPOSED BUT KEPT AT A MINIMUM DISTANCE FROM THE DECK. ALL PIPING SHALL BE GLEAN AND FREE OF RUST. SPRINKLER HEADS IN AREAS WITH WHITE FINISHED HARD CEILINGS (GYPBOARD, ETC) OR WHITE FINISHED ACOUSTICAL CEILINGS (LAY -IN, ETC.) SHALL BE CONCEALED TYPE WITH WHITE DROP -AWAY GOVERPLATE. SPRINKLER HEADS IN WOODEN SOFFITS SHALL BE CONCEALED TYPE WITH SLACK DROP -AWAY GOVERPLATE. SPRINKLER HEADS IN AREAS OF EXPOSED PIPING MAY BE PENDANT OR UPRIGHT TYPES WITH ROUGH BRASS FINISH. SPRINKLER HEADS IN HARD CEILINGS, UNLESS FUNCTIONALLY IMPOSSIBLE, SHALL BE CENTERED WITH AND BETWEEN ROWS OF LIGHT FIXTURES. SPRINKLER HEADS IN LAY -IN CEILINGS, UNLESS FUNCTIONALLY IMPOSSIBLE, SHALL BE CENTERED IN THE CEILING TILE. SPRINKLER PIPING 2-1/2" AND LACER MAY BE SCHEDULE 10 BLACK STEEL. SPRINKLER PIPING I- 1/4" THROUGH 2" MAY BE ALLIED 'XL' OR APPROVED EQUAL. I" PIPING SHALL BE SCHEDULE 40 BLACK STEEL, ALLIED TUBE OR EQUAL. PIPES SHALL HAVE WELDED, SCREWED, OR MECHANICALLY JOINED FITTINGS. PROVIDE AND INSTALL BACKFLOW PREVENTION EQUIPMENT IF REQUIRED BY LOCAL CODES. PROVIDE AND INSTALL FULL FLOW FIRE METER OR DETECTOR CHECK METER IF REQUIRED. DESIGNS REQUIRING GUTTING OF STRUCTURAL MEMBERS FOR PASSAGE OF SPRINKLER PIPES OR HANGERS SHALL BE AVOIDED. WHEN DE516N REQUIRES CUTTING, DUE TO ECONOMY, APPEARANCE OR SIMILAR ASPECTS, IT SHALL BE HELD TO AN ABSOLUTE MINIMUM AND DONE ONLY WITH 1145 ARCHITECTS WRITTEN APPROVAL. COORDINATE ALL SCHEDULING AND WORK WITH OTHER TRADES 50 AS TO PREVENT CONFLICTS, AND TO ENSURE ORDERLY PROGRESS OF THE WORK, WITH A MINIMUM OF DELAYS. WHERE SPRINKLER PIPING 15 INSTAL 1 Fr? WITHOUT COORDINATING WITH OTHER TRADES AND CONFLICTS OCCUR, SPRINKLER PIPING SHALL BE RELOCATED AS REQUIRED AT N0 ADDITIONAL DOST TO THE OWNER TO RESOLVE THE CONFLICTS. WHERE PIPING PASSES THROUGH WALLS, FLOORS, CEILINGS, OR OTHER BUILDING CONSTRUCTION, SLEEVES SHALL BE USED. WHERE EXPOSED PIPING PASSES THROUGH FINISHED WORK, CHROME PLATED ESCUTCHEONS SHALL BE INSTALLED TO FIT SNUGLY AROUND THE PIPING. WHERE PIPING PAC THROUGH UNFINISHED WORK SUITABLE PLATES SHALL BE PROVIDED AT EACH HOLE TO ASSURE CITCGTIVENE55 OF CONSTRUCTION AS A FIRE STOP. SEAL ALL PENETRATIONS THRU EXTERIOR ELEMENTS WATERTIGHT AND WEATHERTIGHT. PENETRATIONS THRU FIRE RATED ELEMENTS SHALL BE CAULKED WITH 3M CP -25 FIRE BARRIER CAULK (THICKNESS AS REQUIRED AND RECOMMENDED BY MANUFACTURER) TO MAINTAIN FIRE RESISTANCE RATING OF FIRE -RATED ASSEMBLIES. PROVIDE ALL ITEMS OF SPRINKLER SYSTEMS MODIFICATION REQUIRED BECAUSE OF BUILDING REMODELING, AS NOTED ON THE DRAWINGS, OR NECESSARY FOR PROPER OPERATION. HVAC Responsibility Schedule A iti D 5 Ivo I__ 0 TENANT INSTALLED CO &G PROVIDED 0 DE a thi Z 0 z N w COMMENTS PACKAGED ROOFTOP UNIT • • REFER TO M.4 DUCT HEATER NOT APPLICABLE ROOF GURB • • • IF NOT EXISTING ROOFING • • • IF NOT EXISTING ROOF GANT STRIP • • • IF NOT EXISTING ROOF CURB LEVELING • • • AS REQUIRED DIFFUSERS AND GRILLES • • • REFER TO M.4 WALL FIRE DAMPERS • • • IF NOT EXISTING, AS REQUIRED COMB. FIRE/SMOKE DAMPERS • • • IF NOT EXISTING, A5 REQUIRED LON PRESSURE DUCTWORK • • REFRIGERANT PIPING • • • IF NOT EXISTING CONDENSATE PIPING • • • IF NOT EXISTING DUCT SUPPORTS • • SEISMIC BRACING • • A5 REQUIRED GARRIER TEMP CONTROL SYSTEM • • REFER TO M.4 EQUIPMENT AND CONTROL START-UP • • REFER TO M.4 MOTOR OPERATED DAMPER • • WIRED BY ELECTRICAL CONTRACTOR SMOKE DETECTORS • • ZONE DAMPERS • • REFER TO M.4 ZONE DAMPER ACTUATOR • • REFER TO M.4 TOILET EXHAUST FANS • • WIRED BY ELECTRICAL CONTRACTOR TOILET EXHAUST DUCTWORK • • A5 REQUIRED TOILET EXHAUST ROOF CURB • • A5 REQUIRED AIR BALANCE REPORT • AS -BUILT DRAWINGS • IST YR LABOR WARRANTY GARRIER EQUIP. • IST YR PARTS WARRANTY GARRIER EQUIP. • ISSUED TO CLIENT FOR FINAL REVIEW ISSUED TO LANDLORD FOR FINAL REVIEN ISSUED FOR BID 4 PERMIT ll MECHANICAL LEGEND: AFF AH GD GFM GU DIA DWG EA EER EF EFF. E.S.P. FD G HP KW LD MBH OA OP. WT. PRE55. RA RO RTU SA 56 5R TYP UH ABOVE FINISHED FLOOR AIR HANDLER CEILING DIFFUSER CUBIC FL -t1 PER MINUTE CONDENSING UNIT DIAMETER DRAWING EXHAUST AIR ENERGY EFFICIENCY RATIO EXHAUST FAN EFFICIENCY EXTERNAL STATIC PRESSURE FIRE DAMPER GRILLE HORSE POWER KILOWATTS LINEAR DIFFUSER THOUSAND BTU/HOUR OUTSIDE AIR OPERABLE WEIGHT PRESSURE RETURN AIR ROOF OPENING ROOFTOP UNIT SUPPLY AIR SUPPLY GRILLE SUPPLY REGISTER TYPICAL UNIT HEATER MECHANICAL GENERAL NOTES: 1 —$H111.— n (7'4y4 SUPPLY DIFFUSER RETURN OR EXHAUST GRILLE TEMPERATURE SENSOR RTU CONTROLLER SMOKE DETECTOR BALANGING DAMPER FIRE DAMPER AIR FLOW IND! GATES CODED NOTE POINT OF CONNECTION EXISTING DUCTWORK TO REMAIN EXISTING DUCTWORK TO BE REMOVED NEN DUCTWORK (11‘15.1711v1.15 SHOWN) I. PRIOR TO SUBMITTING BID, THE CONTRACTOR AND HI5 SUBCONTRACTORS SHALL VISIT THE JOB SITE AND FULLY ACQUAINT ONESELF WITH THE EXISTING CONDITIONS OF THE PROJECT. THE CONTRACTORS AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR REVIEW OF THE GENERAL NOTES, SPECIFICATIONS, AND ALL OTHER DRAWINGS FOR ADDITIONAL REQUIREMENTS WHICH MAY NOT BE SPECIFICALLY GALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY YGG CONSTRUCTION MANAGER OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. 2. DRAWINGS FOR HVAG WORK ARE DIAGRAMMATIC, SHOWING THE GENERAL LOCATION, TYPE, LAYOUT, AND EQUIPMENT REQUIRED. THE DRAWINGS SHALL NOT BE SCALED FOR EXACT MEASUREMENT. FIELD MEASURE FOR FINAL DUCTWORK PRIOR TO FABRICATION AND MAKE NECESSARY ADJUSTMENTS TO FIT THE DUCTWORK WITHIN THE AVAILABLE SPACE. FIELD VERIFY FINAL LOCATIONS FOR EQUIPMENT. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS. REFER TO MANUFACTURER'S STANDARD INSTALLATION DRAWINGS FOR EQUIPMENT CONNECTIONS AND INSTALLATION REQUIREMENTS. 3. INSPECT ALL EXISTING EQUIPMENT INDICATING TO REMAIN, AND REPORT ANY DAMAGE OR REPAIRS REQUIRED. THOROUGHLY WIPE DOWN WITH GLEAN RA65 OR VACUUM GLEAN SAID EQUIPMENT, INCLUDING BUT NOT LIMITED TO ALL AIR OUTLETS AND INLETS. 4. EXERCISE CAUTION IN PERFORMING THE WORK 50 A5 NOT TO DAMAGE ANY EXISTING CONDITIONS OR SYSTEMS THAT ARE TO REMAIN IN PLAGE. CORRECT ANY DAMAGE CREATED BY THIS WORK TO THE SATISFACTION OF THE ARCHITECT WITHOUT ADDITIONAL COST TO THE OWNER. 5. MAXIMUM LENGTH OF FLEXIBLE DUCT TO DIFFUSERS, REGISTER, OR GRILLE SHALL BE 5-O". 6. DUCTWORK SIZES SHOWN ARE CLEAR INSIDE DIMENSIONS. 1. EXISTING ITEMS SHOWN ON PLAN ARE PROVIDED FOR COORDINATION PURPOSES. THE LOCATION AND ELEVATION OF THESE ITEMS SHALL BE VERIFIED PRIOR TO SUBMITTING BID. NOTIFY YGG CONSTRUCTION MANAGER AND NI DESIGN OF ANY CONFLICTS OR DISCREPANCIES. S. THERMOSTATS AND TEMPERATURE SENSORS SHALL BE LOCATED GENERALLY AS SHOWN, HOWEVER THEIR EXACT LOCATION AND COLOR SHALL BE COORDINATED WITH Y.G.G. CONSTRUCTION MANAGER. MOUNT THERMOSTATS AT 54" ABOVE FINISHED FLOOR. q. GENERAL CONTRACTOR SHALL PROVIDE ACCESS PANELS IN GNB CEILINGS, AND WALK PLATFORMS ABOVE, A5 REQUIRED FOR SERVICING ALL HVAG EQUIPMENT, INCLUDING BALANGING DAMPERS, FIRE DAMPERS, AND SMOKE CONTROL DAMPERS. ACCESS PANELS AND WALKS SHALL BE SHOWN ON ARCHITECTURAL PLANS AND REFERENCED ON MEGHANIGAL PLANS. GENERAL CONTRACTOR MUST ENSURE THAT THE CEILING STRUCTURE OR THE WORK OF ANY OTHER TRADE DOES NOT BLOCK ACCESS TO DAMPERS AND EQUIPMENT ABOVE THE CEILING 50 THAT PERIODIC MAINTENANCE AND TESTING CAN BE M& -FORMED. Mechanical Notes Fr," 5. 10. 13 drawn by: clg le: AS NOTED 10. MEGHANIGAL CONTRACTOR SHALL FURNISH THE LANDLORDS ON-SITE REPRESENTATIVE WITH TWO COPIES OF A CERTIFIED AIR BALANCING REPORT PREPARED BY AN INDEPENDENT AABG OR NEBB CERTIFIED AIR BALANCING CONTRACTOR. MEGHANIGAL CONTRACTOR SHALL COMPLETE THE START-UP AND AIR BALANCE REQUEST, ENSURE THAT EQUIPMENT 15 READY TO OPERATE AND CONTACT DIRECTOR OF OPERATIONS WHEN READY FOR START-UP AND AIR BALANCE OF THE HVAC SYSTEM. MEGHANIGAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL TRADES, LANDLORD REQUIREMENTS, CEILING HEIGHTS AND EXISTING STRUCTURAL CONDITIONS PRIOR TO FABRICATION OF ANY DUCTWORK OR ORDERING OF ANY EQUIPMENT. 12. MEGHANIGAL CONTRACTOR TO PROVIDE TENANT WITH AS -BUILT DRAWINGS AND SHOP DRAWINGS FOR ALL EQUIPMENT PROVIDED. 13. VERIFY THE EXACT MOUNTING FRAME REQUIRED FOR EACH AIR DEVICE. 14. DEMOLITION - REMOVE EXISTING ROOFTOP UNIT. COORDINATE SELECTIVE DEMOLITION OF DUCTWORK AND DIFFUSERS WITH ARCHITECTURAL DEMOLITION PLAN. 15. PROVIDE CEILING RADIATION DAMPERS FOR ALL DIFFUSERS AND GRILLES PER IMG 601.5, 601.6.2; IBG 716.6.2. 16. MEGHANIGAL CONTRACTOR SHALL OBTAIN OBTAIN A COPY OF THE MALL GRITERA PRIOR TO BIDDING THIS PROJECT. ALL THE REQUIREMENTS IN THE MALL GRITERIA SHALL BE INCORPORATED INTO THE SCOPE OF WORK. VERIFY ALL REQUIREMENTS PRIOR TO BID. MEGHANIGAL CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION OF EXISTING DUCTWORK, ROOFTOP UNIT AND ANY OTHER ASSOCIATED COMPONENTS. UPON COMPLETION OF DEMOLITION, SPACE SHALL BE SUITABLE FOR INSTALLATION OF NEW HVAG SYSTEM. FIELD CONFIRM EXISTING CONDITIONS FOR IMPLEMENTATION OF NEW SYSTEM. 11. brto sepA A p�M�rq e not- n01/4 w 46F eftQ(/j�EO #644 RECEIVED CITY OF TUKWILA MAY 3 0 2013 PERMIT CENTER REGI, ARCH) Westfield South Center Seattle, WA I1!:•:: 'll'" , , 1,647 �, 13064 ii!';u #204 91:::::11„ (, I 16: JIMMY L. POWERS STATE OF WAST IINGTOIN !!!I uuillilllllJlllIVIII .3 1 EMS CABLE LEGEND TAG EMS # CABLE DESCRIPTION 1 EMS -1 22/2 COMMUNICATION 2 EMS -2 22/8 RTU CONTROL 3 EMS -3 22/2 SMOKE ALARM 4 EMS -4 22/2 PRIMARY AIR TEMP 5 EMS -5 22/2 FAN STATUS CSW 6 EMS -6 22/2 SUPPLY AIR TEMP 7 EMS -7 22/2 OUTDOOR AIR TEMP 8 EMS -8 22/8 SALES SPACE SENSOR 9 EMS -9 22/2 ZONE DAMPER 10 EMS -10 22/2 STORAGE SPACE SENSOR 16 EMS -16 22/2 POWER EXH (WHEN REQ'D) ROOF DECK FINISHED CEILING RTU -1 CARRIER 50HC-A06A2M5-0A1 F0 EMS -7 ___ / I EMS -16 Dxcoa CURRENT SENSING SWITCH OUTSIDE AIR OUTSIDE' AIR SENSOR RETURN AIR SMOKE DETECTOR EMS -3-4 SUPPLY AIR DUCT SENSOR SALES AREA STORAA �^✓GE fes ARE f ZONE DAMPER I I I 1 II I 1 li EMS -9 EMS-2 1 EMS -5 EMS -6 I EMS -1 OWNER -FURNISHED CARRIER EQUIPMENT QTY. DESCRIPTION PART# INSTALL BY 1 EMS PANEL ALC EMSP ELECTRICAL 1 HVAC UNIT CONTROLLER ALC RC642D MECHANICAL 1 SALES SPACE SENSOR ALC RS -BASE MECHANICAL 1 STORAGE SPACE SENSOR BAPI ALC/10k-2-R MECHANICAL 1 DUCT TEMP SENSOR BAPI ALC/10k-2-D-8 MECHANICAL 1 OUTSIDE AIR SENSOR BAPI ALC/10K-2-0 MECHANICAL 1 CURRENT SWITCH VERIS H900 MECHANICAL 1 DAMPER ACTUATOR BELIMO LF24-US MECHANICAL 2 ACTIVE NETWORK TERMINATOR ALC BT485 MECHANICAL 1 LOW -VOLTAGE CABLE, 22/2 22/2-CL2P MECHANICAL 1 LOW -VOLTAGE CABLE, 22/8 22/8-CL2P MECHANICAL new INTERIORS LTD Ni Design 11 Talcott Notch Road Farmington, CT 06032 T. 860 • 678. 1946 F. 860. 678 • 7111 esig nidesi g g n@nidn.net © 2013 CONSULTANTS 12035 COLWICK Project Management * Design SAN ANTONIO, TX 78216 jEMS1 0 20 SPACE SENSOR STORAGE RACEWAY STUB UP 8' AFF OR AS REQ'D BY NEC CAT -5 1 s EMT 16 I II 1 1 I 1 I II ' II II 1 II I 1 I' I I 1I 1 I 11: IIIII! I 1 20 Room Controller RC642D EMT 17 EMSP PB PB PB PB PB EMS PANEL 24"H X 24'W I� ,SII Qv '1111' rlllr�� ISSUED TO CLIENT FOR FINAL REVIEW ISSUED TO LANDLORD FOR FINAL REVIEW ISSUED FOR BID $ PERMIT EMS -8 SPACE SENSOR SALES NOTES I. MEGHANIGAL CONTRACTOR SHALL INSTALL ALL OWNER FURNISHED HVAC EQUIPMENT AND CONTROLS PER THE BILL OF MATERIALS AND RESPONSIBILITY MATRIX ON THIS SHEET. THIS INCLUDES ANY FIELD INSTALLED ACCESSORIES TO THE CONTRACTOR 15 RESPONSIBLE FOR THE PROPER INSTALLATION OF THE HVAG EQUIPMENT, ACCESSORIES AND CONTROL WIRING IN ACCORDANCE WITH DRAWINGS. THE MEGHANIGAL CONTRACTOR WILL BE RESPONSIBLE FOR PROPER TERMINATION OF CONTROLS AND PERFORMING A REMOTE SITE STARTUP WITH CARRIER. 2. REVIEW PETALED INSTALLATION INSTRUCTIONS AND CONFIRM INSTALLATION LOCATIONS FOR ALL HVAG EQUIPMENT, DUCTWORK, DIFFUSERS, CONTROLS ETC. WITH THE GENERAL CONTRACTOR SUPERINTENDENT AND YGG PROJECT MANAGER DURING THE FIRST WEEK OF CONSTRUCTION (AFTER DEMO WORK 15 COMPLETE). THE PURPOSE IS TO VERIFY ALL WORK GAN BE INSTALLED AS PER THE DRAWINGS. 3. FAILURE TO MENTION ANY SPECIFIC ITEM OR DEVICE DOES NOT RELIEVE THE MEGHANIGAL CONTRACTOR OF THE RESPONSIBILITY FOR INSTALLING OR PROVIDING SUCH DEVICES OR ITEMS IN ORDER TO ACHIEVE THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. 4. MEGHANIGAL CONTRACTOR IS RESPONSIBLE FOR INSTALLING TEMPERATURE CONTROL SYSTEM WIRING AND DEVICES AS PROVIDED BY YGG/GARRIER. THIS DRAWING 15 PROVIDED FOR BID PURPOSES, DETAILED CONTROL DRAWINGS FOR THIS PROJECT WILL BE PROVIDED WITH THE CONTROL DEVICES. 5. MEGHANIGAL CONTRACTOR SHALL PERFORM THE STARTUP OF THE CONTROLS WITH CARRIER VIA REMOTE SITE CONNECTION. ALL ITEMS MUST BE COMPLETED ON THE START-UP READINESS FORM PROVIDED BY CARRIER BEFORE REMOTE STARTUP. ALLOW 2-3 DAYS LEAD TO SCHEDULE THE STARTUP. 6. THE MEGHANIGAL CONTRACTOR WILL WORK ON SITE WITH REMOTE ASSISTANCE FROM CARRIER TO VERIFY OPERATION OF THE HVAC EQUIPMENT AND CONTROLS. 1. THE FOLLOWING ITEMS MUST BE COMPLETE BEFORE A COMPLETE CONTROLS START-UP CAN BE PERFORMED: - EMS PANEL INSTALLED - SENSORS AND CONTROLS INSTALLED AND TERMINATED - POWER TO THE EMS PANEL AND ALL HVAG EQUIPMENT - ALL EMS WIRING INSTALLED AND TERMINATED - ALL UNIT ACCESSORIES INSTALLED AND WIRED 5Y THE MEGHANIGAL CONTRACTOR - WORKING YGG LAN CONNECTED TO EMS PANEL. S. CONTACT CARRIER (678-7a7-5060) IF YOU HAVE ANY QUESTIONS ON HOW TO PERFORM THESE TASKS. q. STARTUP OF THE HVAG EQUIPMENT ANL? CONTROLS MUST BE COMPLETED BY MEGHANIGAL CONTRACTOR NITH REMOTE ASSISTANCE FROM CARRIER IN ADVANCE OF THE SCHEDULED PROJECT PUNCH DATE. 10. MEGHANIGAL CONTRACTOR SHALL VERIFY ALL EMSP LIGHTING CONTACTOR FUNCTIONS, OBSERVE GKTS UNDER CONTROL AND BE PREPARED TO REPORT ANY DEFICIENCY TO THE GENERAL CONTRACTOR. I1. THE GENERAL AND MEGHANIGAL CONTRACTORS MUST PROVIDE ADEQUATE TIME AND NOTICE TO CARRIER FOR TIMELY COMPLETION. 12. AIR BALANCE CONTRACTOR SHALL COORDINATE NITH CARRIER WHEN AIR BALANCING THE SYSTEM. THIS INCLUDES BUT NOT LIMITED TO SETTING UP MINIMUM OUTSIDE AIR DAMPER REQUIREMENTS AND VAV BOXES. CARRIER WILL SET THE AIR FLOW READINGS FOR THE VAV BOXES AS MEASURED BY THE AIR BALANCE CONTRACTOR. 13. FINAL ACCEPTANCE OF THIS CONTROL SYSTEM WILL NOT BE APPROVED UNLESS THE ABOVE PROCEDURE 15 FOLLOWED AND DOCUMENTED AND A CONTROL NUMBER 15 ISSUED BY CARRIER. IF ALL ITEMS ARE NOT COMPLETED YANKEE CANDLE WILL NOT APPROVE FINAL PAYMENT TO THE CONTRACTOR. 14. GC/MECHANICAL CONTRACTOR WILL PROVIDE IST YEAR WARRANTY RESPONSIBILITY (LABOR ONLY) FOR THE HVAC EQUIPMENT AND CONTROLS. 0 CARRIER SHALL PROVIDE THE EMS PANEL PRE -WIRED AND PROGRAMMED. THE ETHERNET CONNECTION 15 BY THE "LAN" CONTRACTOR. MOUNT EMS PANEL AS CLOSE TO ELECTRICAL PANEL BOARDS AS POSSIBLE. 16 ELECTRICAL CONTRACTOR SHALL PROVIDE RACEWAY AS REQ'D BY NEG TO SALES LIGHTS AND STOREFRONT LIGHTS/SIGNS. 17. ELECTRICAL CONTRACTOR SHALL PROVIDE RACEWAY AS REQ'D BY NEC FROM PANEL BOARD SALES LIGHTS AND STOREFRONT LIGHTS/SIGNS BRANCH CIRCUITS, EMS PANEL POWER 18 ZONE DAMPER MUST BE NORMALLY OPEN (N.0.) ACTUATOR TO OPEN WITHOUT 24VAG AND CLOSE WITH 24VAG. 14. SMOKE DETECTOR(5) ARE AS REQUIRED AND INSTALLED BY OTHERS. CONNECTION 15 FOR MONITOR ONLY. @SPACE SENSORS AND RC642D SHALL BE MOUNTED IN THE LOCATIONS SHOWN ON THE M-101 SHEET. Mechanical Controls II"II"II' Ilioy 5 . 10 . 13 clg Ilii'v�i�,s�w'I e:: AS NOTED t). l3- (go RECEIVED CITY OF TUKWILA MAY 3 0 2013 PERMIT CENTER #644 REG ARCHIT Westfield South Center Seattle, WA JIMMY L. POWERS SWE OF WASHINGTONIIIII II 1!!1:11 I1 l a #204 ;,II„ ,,I'„:: 1,647 Ills ;ll;;,l 46: 13064 I"IIIIIII!!II I' III 1111111101111110,11111 1111111111111111111111111111111111111111111111 1 DESIGN Design conforms to 2009 International Building Code. Seismic Design Category (SDC)......... -D Site Soil -Class-- ,,,, ......D Spectral Response Acceieratiori Dato-S =1,425; Fa=1.0 Dimensions refer to rough concrete .surfaces, face of studs, face of concrete block, top of sheathihg., or top of slab, unless otherwise indicated. GENERAL NOTES Typical...Details and notes on these sheets shall apply unless specifically shown or noted - otherwise. Construction details riot fully shown or noted sholl be similar to details for &miler conditions. All work and construction shall comply with all -applicable- building codes, regulations, and safety requirements. Discreponciee: The Contractor shall inform the Architect in writing, during the bidding period, of any discrepancies or omissions noted on the drawings or in the specifioations, or of any variations needed in order to conform to codes, rules, and regulations. Upon receipt of such informotion, the Architect will send written instructions to all concerned, Any such discrepancy, omission, or variation not reported shall be the responsibility of the Contractor, and work shall be performed in a manner as directed by the Architect Shoring: It shall be the Contractor's sole responsibility to design and provide adequate shoring, bracing, and formwork, etc., as required to hold the various elements -in place until final support is securely anchored, and for the protection of life and property during the construction of this building.. 0ter Trades See architectural, electrical, and mechanical drawings for size and location of pipe, vent, duct and other openings:, and details not shown on these structural drawings. All dimensions are to be checked and verified with the architectural drawings. &fling, shall be performed by welders certified for the welds to be made. Sho-p Drawings shall be submitted to Architect for :review, where noted. Engineer will review: 1 reproducible copy and 2 prints. EXISTING CONSTRUCTION Existing construction shown an the drawings was obtained from field .surveys by others. The Contractor shall verify all existing conditions and shall notify the Architect of ail exceptions before proceeding with the work. The removal, cutting, drilling, etc. of existing work shall be performed with great care and .smoll tools in order not to jeopardize the structural integrity of the building. :If structural members, not indicated for removal, interfere with the new work, the :Structural Engineer shall be notified immediately and approval obtained before removal of the existing members. The Contractor shall safely shore existing construction wherever existing supports are removed to allow installation of the new work. The existing construction shall be connected and/or -embedded into the new :construction as shown or specified. STRUCTURAL. sinegi4_AND MISCELLANEOUS IRON Structural Steel and Miscellaneous iron shall be fobricated & erected according to the Americ.an Institute of Steel Construction's "Specifications for Structural Ste& Buildings,' latest edition and the "Code for Standard Practice for Steel Buildings and Bridges," latest edition. Unless otherwise noted, rolled wide flange -steel shall conform to ASTM Specification A992. Other rolled shapes shall conform to A572 Grade 50. Ste& pipe columns shall conform to ASTM A53 (rade B (Fy = 35 ksi). Structural tubing shall conform to ASTM A500 Grade B. Plates and bars shall conform to ASTM A36 or A572 Grade 50. Use bars in lieu of plates wherever practical or callett for on plans. All welded connections shall be welded: according to the American Welding Society's AWS D1.1 "Structural Welding Code - Steel," latest edition. All welds shall be made with low -hydrogen electrodes using matching filler metals. Submit a written -Welding: Procedure Specification (WPS) for all welds: directly to the Structural Engineer and: Testing Agency for review per An p1„1,. The testing agency shall send copies of call structural testing and inspection reports directly to the Structural Engineer, Erection clips, temporary bracing, etc, required by the contractor are not shown. LIGHT •STEEL STRUCTURAL FRAMING Light gouge steel members shall be the types indicated on the drawings, as manufactured by a member of Steel: Stud Manufacturer's Association, under lCC ER -4943P. Other suppliers having current ICC Research Reports, with properties of steel members equal to or greater than those in ICC ER -4943P, may be used with prior written approval from the Structural Engineer. Material for steel members, including special shapes, angles, etc. shall have minimum Fy = 33,000 psi for 43 mils (18 gauge) and lighter and Fy = 50,000 psi for 54 mils (16 gouge) and greater. Members may be galvanized (G60 coating) or shop painted. See FAST,gNERS Sheet Metal Screws (S.M.S.) - See STh 1.0, #10 - Wafer Head. Use Hex Washer Head only where orchitectural finish will allow it. Low Velocity Drive Pine Hilti X -DNI fasteners, types as indicated per ICC ESR -1663 or by manufacturer having current ICC Reserch Report with values (in shear and tension-) equal or greater, Wedge Anchors Hilti Kwik sat TZ Concrete Anchor,. types as indicated per ICC: ESR -1917 or by rnanufocturer having current ICC Research Report with values (in shear and tension) -equal or greater. EPDXY Epoxy shall be manufactured by Hilt,. Inc. Use Hilti HY-150 adhesive for concrete masonry applications (ICC Report No.. 2678) and Use Hilti HIT -RE .500 -SD for concrete applications (ICC Report No. 2322). Drill holes and install epoxy according to manufacturers recommendotions. Holes are to be cleaned using a nylon brush and a jet of compressed air.. Special inspection required. Alternate: At concrete masonry cmchorage,SIMPSON EPDXY SET (ICC Report No.1772) may be used; At concrete anchorage, SIMPSON EPDXY SET -XP (ICC Report. No. 2508) may be used. Use non -sag epoxy in horizontal and overhead applications. SPECIAL INSPECTION The following items shall be inspected in accordance with IBC 1701 by a certified special inspector from an established Testing Agency. Testing Agency shall send copies of all structural testing and inspection reports., directly to the Engineer. 1. All light gauge members 16 gouge and heavier, shown on the structural contract documents shall be checked for gauge thickness, orientotion, spacing, depth and width of members, 2. All connections -for light g:auge metal framing, 16 gauge and heavier, shall be checked for size and quantity of :fasteners. Special inspection of light gauge metal framing is in addition to the requirements of IBC Section 1701 and m:oy be performed after framing is completed but before sheathing is applied. Continuous inspection is not required. 3/4 MIN, 44 -le #10 S.M.S. HEX WASHER HEAD " MIN. i1 reeek--.•e'eNfee. :;:as.,CA:•:;.u.s. # 10 S.M.S. WAFER HEAD SHEET METAL SCREWS S.M.S. DETAIL NO SCALE 2•37:451 1. REFER TO SSMA (STEEL STUD MANUFACTURERS ASSOCIATION) "PRODUCT TECHNICAL INFORMATION" CATALOGUE, AND ICBG ER -4943P. (www.ssma.com), 2. 3625200-54 IS A 3 5/8" DEEP BY 2" FLANGE C -STUD AND THE MATERIAL THICKNESS IS 54 MILS. 3. 5 = STUD OR <JOIST SECTIONS, CEE SHAPE: T = TRACK SECTIONS U = CHANNEL SECTIONS F = FURRING CHANNEL SECTIONS 4. MIN, THICKNESS (MILS) GAUGE NO, 18 25 27 22 30 20 - DRY WALL 33 20 - STRUCTURAL 43 18 54 16 68 14 97 12 STEEL STUD NOTES 2 '\\ 510 NO SCALE DIACONAL BRACE ATTACHMENT, . ...... SEE DETAIL S2.0) DIAGONAL BRACE ATTACHMENT,— .... SEE DETAIL DIAGONAL BFACE ATTACHMENT, SEE DETAIL i 6 10 DIAGONAL FiACE ATTACHMENT, SEEDETL Th 1 S2,9 TYR, STOREFRONT SOFFIT PLAN t TYP. COL. BASE / ATTACHMENT SEE U.O.N. ropoppooTom*ooppoprata.M.W.• \f) COL. BASE ATTACHMENT SEE,‘ 77 N CA:TOL,AcBHAmSEENT SEF 52.0 STOREFRONT PLAN i/2- oft •••••••••••••••••••er REVIEWED FOR CODE COMPLIANCE APPROVED JUN 1 3 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 3 0 2013 PERMIT CENTER 11111 Ni Design 11 Talcott Notch Road Farmington, CT 06032 T. 860 678 1946 R 860 678 7111 nidesign@nidesign.net 02013 Robinson Mier jully & Associates www.rmjse,com RMj job No 13155 Structurai Engineers 2.41. Joaquin Avenue tion Leanthso, CA 94577 TO: 511).991,0977 CONSULTANTS 12035 COLWICK Project Management" Design SAN ANTONIO, TX 78216 DRAWING CHRONOLOGY: index: date: description: 5. 10. 15 ISSUE.D FOR 1511, 4 PERMIT GENERAL NOTES AND PLANS date: 4 . 25 . 13 drawn by: w j k scale: AS NOTED PROJECT: *644 Westfield South Center Seattle, WA space % *204 sq ft.: 1,647 job 13064 the: EXPIRES 04-17-2014 362S162-33 DAG BRACE at 48" o,c„ FOR TOP ATT_, HMENT, SEE DETAIL L4x4 DIAG BRACE, FOR TOP ATTACHMENT, SEE DETAIL ux,.rrrrrrrrr r• xrr x+ rr,+rrx +' rk:+r rr ��rxe CONT. 16GA.x2x2 BENT PLATE w/#10 S.M.S. STUD, FLANGE, EA STUD, F IES. BUELT—UP BOX BEAM, ------ SEE PLAN CONT. 3621150•--33 w/#10 S.M.S., EA. STUD, EA. FI.G., TYP, U,0.N. UNIS—STRUT P5000 BETWEEN (E) BAR JOISTS SECTIOn AT ENTRY FOR BUILT ---UP C..0.\ COLUMN, SEES1,...,...,... BUILT—UP BEAM w/ 2-362T150-33 'TRACKS, SEE PLAN FOR STUD SIZES STUDS FOR BUILT—UP BEAMS SHALL HAVE 15/8" WIDE FLANGES, TYPICAL #10 S.M.S. at 8"o.c. EA. LEG EA. TRACK ISOMETRIC f S2.0 CONT. 362T150-33 w/#10 S.M.S., EA. STUD, EA. FLG., TYP. U.O.N. BUILT ---up DCX BEAM, SEE PLAN HSS 3x3 ROLLING GILLIE COLUMN w/L4x4x1/4, DIAGONAL BRACE EA SIDE., PIECE OF 3621150-33 TRACK AT TOP OF PARTIAL HEIGHT POST, TYP, w,/ 2 —#10 S.M,S. EA SIDE. FOR TOP OF FULL HEIGHT POST CONNECTION, SEE in S2. ..,...4"x4"x0'-36//" LONG x16 GA. ANGLE WITH 4—#10 S.M.S. TO BM, AND 4-10 S.M.S. TO COLUMN 4"x8"x 16 GA. PLATE: WITH 4—#10 S.M.S. TO BEAM AND 4—#10 S.M.S. TO COLUMN, EACH SIDE (OPPOSITE SIDE, NOT SHOWN FOR CLARITY) 4,Fx4"x0' 135/8' LOE G x16 GA. ANGLE WITH 4.10 S.M.S. TO BM, AND 4—#10 S.M.S. TO COLUMN 1 1/2" = 1,_0„ (E) ROOF METAL DECK,.,�.. 16GA.x4" x6"x0}-6" LONG BENT PLATE, EA. SIDE OF FULL HEIGHT COLUMN w/4 -#i0 S.M.S. IN SLOTTED HOLES 4-0..145"0 P.D,P. TO ANGLE 2.0 ISOMETRIC 4 •-- 0.145"0 P.D.P FROM DENT PL TO ANGLE TYPICAL FULL HEIGHT` ..,. BUILT—UP COL., SEE 9 1-1/2" =1'-0 S2.0 FOR SEE NOT USED 1/2- 0 - COLUMN HEIGHT STUDS TRACKS 10' MAX. a" MAX. 2-3625162-33 2-3628162-54 1,. LONG SLOTTED HOLES ONNECTION BELOW 2-362T150---33 2— 362T150-54 2—STUDS W TH TRACK EACH SIDE, TYPICAL AT BUILT—UP COLUMN, SEE TABLE 16—#10 S.M.S,..AT POINT OF' LOAD(S) OR REACTION(S), TYPICAL. AT BUILT—UP COLUMN (8 SCREWS ON THE TWO OPP, FACES NOT SHOWN) 8---10 S.M.S. at 12"a.c., TYPICAL AT BUILT—UP COLUMN (4 SCREWS ON THE TWO OPP. FACES NOT SHOWN) TYPICAL BUILT -EP COLUMN ISOMETRIC 6 N.T.S.. (E) BEAM 1//" x3"x3" x10" LONG 82.0 -- DIAG. BRACE at 48"a.c. oaf 4-0.145"0 P.D.P. BRACE PERPENDICULAR TO (E) STEEL MEMBER HSS 3x3 COL. PER PLAN " BASE FtATE / 2_5/8"0 BOLTS w/HILTI KB—TZ AT 31,/6" EMBEDMENT TYP. COLUMN BASE TWO CONT. STUDS w/ CONT. TRACK T&B, SEE PLAN • (EE) BEAM 16-10 S.M.S. AT POINT OE LOAD(S) OR REACTION(S), TYP. AT BUILT—UP BEAM (8 SCREWS ON THE TWO OPP. FACES NOT SHOWN) 4„x4"x0'-35/8" LONG x16 GA, ANGLE WITH 4-10 S.M.S. TO BM, AND 4—#10 S.M.S. TO COLUMN, EA. SIDE ------------------------ 8-10 S.M.S. at 12"o.c., TYP. AT BUILT—UP BEAM (4 SCREWS ON THE TWO OPP. FACES NOT SHOWN) TYPICAL BUILT-UP BEAM ISOMETRIC N.T.S. 3"x3"x 14GA. BENT PLATE 82.0 DIAG.. BRACE at. 46"o,c. w/ 4—#10 S,M.S. BRACE PERPENDICULAR TO (E) STEEL MEMBER STOP TRACKS OF BUILT—UP COLUMN- SHORT OF BOTTOM TRACK MAXIMUM-- -- , - ,,,,,,,,,, USE 2— 1/4"0 SIMPSON TITEN HD CONCRETE SCREWS at FULL HEIGHT COLUMNS IN LIEU OF POWDER DRIVEN PINS (EMBED 21/2,) BENT PL 16GA, w/ 4 —#12 TE.KS SCREW FOR METAL STUD TO UNI—STRUT w/ 4 —0.145'0 P.D.P. FOR ANGLE TO UNI—STRUT ..,,, FOR BUILT—UP COLUMN, SEE 2.0 2—#10 S.M.S.., EACH SIDE (OPP. SIDE NOT SHOWN) 3621150-33 TRACK w/ 2— /` "'0 BOLTS w/`HELTI KB—TZREA. SIDE TO CONC. COPE FLANGES E.A. END. WEB PROTRUDES 21/2" EA, END P5501 UNE—STRUT, SEE 4 —#12 TEKS SCREWS FOR METAL STUD TO UNI --STRUT 4 —0.145'0 P.D.P. FOR STEEL ANGLE TO UNI—STRUT _.__...._..... DIAG. BRACE at 4'--O"o.c, BRACE PARALLEL TO (E) BAR JOISTS (E) ROOF METAL DECK,.,,,, DETAIL BRACE PERPENDICULAR TO (E) BAR JOISTS 1 1/2" = 1, 0„ S2,0 L 4x4x 1/4 .." BETWEEN (E) BEAMS I� l3�1R0 16GA.x4"x6"x0,-6" LONG --- BENT PLATE, EA, SIDE OF FULL HEIGHT COLUMN w/4—#10 S.M.S. IN SLOTTED HOLES 4....0.145"0 P.D.P. TO ANGLE DETAIL 1 1./2- . REVIEWED FOR CODE COMPLIANCE APPROVED JUN 13 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA 4 0,145"0 P,E .P..:......... FROM BENT PL TO ANGLE TYPICAL FULL. HEIGHT BUILT—UP CtOL., SEES 6-' MAY 302013 PERMIT CENTER ,,,,... 1" LONG SLOTTED HOLES \,FOUR CONNECTION BELOW SE N i Design Taicott: Notch Road. Farmington, CT 0 032 T. 860 - 678 • 1946 F. 860 - 678 7111 nidesign@nidesign.net 02013 RMJ Robinson. Meier tui11 x Assoc tes www.4'3XajSc4.€ t f ..a .RMJ job Not. 13155 Structural Engineers 241: Joaquin Aveaue San Leandro, CA 94577 Te 510.991.0977 CONSULTANTS Project Management Design 12035 COLWICK SAN ANTONIO,. TX 78216 DRAWING CHRONOLOGY: index: date: description: 5. 10. 15 15WEP FOR II 4 PERMIT IT STOREFRONT SECTIONS AND DETAILS date: 4.25.13 drawn by: scale= AS NOTED PROJECT: #s4a Westfield South Center Seattle, WA space * *204 sq. it.: 1,647 job 4 13064 file:, EXPIRES 04-17-2014 / MECH. / UNIT VARIES •\ 31/2 MIN. ... ..... ....... LEVEL WOOD CURB, ..... 14GA SESMC BRACKET x 12' LONG ot 3Oo.c. LONG SIDES OF UNIT w/ 4—#12 TEKS SCREWS x 11/2" EA. FLANGE • .... ......... .. ' PIREFAB CURB (E) ROOF sl INSULATION . . CHANNEL SEESEE S1,0 FOR SIZE (E) METAL DECK PL Wx4”SQ. 51/ (E) ROOF METAL DECK DETAIL THRU BOLT ati 3°-0o,c. MIN, 3 PER CURB 2 (E) OPEN WEB JOIST ---------- „ SEE FOR REINFORCING ANGLE, WHERE REQUIRED -------- S3.0 16 --C8x11 .5 BETWEEN STEEL JOISTS N 1 Design 11 Talcott Notch Road. Farmington, CT 06032 T. 860 - 678 • 1946 R 860 • 678 • 7111 nidesign@nidesign.net 0206 MECH. UNIT S.M.D. PREFAB CURB (E) ROOF METAL DECK THRU BOLT 2 EA SIDE 2" SQ WASHER ------ (E.) JOIST GIRDER, SEE PLAN (E) METAL DECK ------- „...----- -------- -- 0.14,5!'0 HILT! X EDNI SHOT PIN ot 12"o.o. DECK TO (N) STEEL CHANNEL PL 1/4x4 n ---- --- (E) OPEN WEB JOIST Rolaimon Meier Juitly A.t3sociates www.rmise.com RIVIJ job No.: 13155 C8x11.5 BETWEEN STEEL JOISTS Structural Engineers 241. Joaquin Avenue San. Leandro, CA94577 Tel: 510.9910977 CONSULTANTS MECH. UNIT, SA,D, ---- PREFAB CURB ----- MIN. 4x WOOD SLEEPER (E) ROOF INSULATION :(E) ROOF METAL DECK --- ------ W16x STEEL BEAM, SEE PLAN DETAIL -1/2”- 0" S3..0 ----- (E) ROOF INSULATION RENE. ANGLE NOT REVD. WHEN 6" OR LESS FROM PANEL POINT 12035 COLWICK Project Management Design SAN ANTONIO, TX 78216 DETAIL 6 1 —1/2" 0" S3,0 DRAWING CHRONOLOGY: index: date: description: 5. 10. 15 iseueo FOR en,8 PERMIT REINFORCING ANGLE „3/ L 1 /2 x 1 /2 x /16 Ave 1" LONG 346" FILLET WELD TO JO[ST FLANGES EA, END, TITLE: 5 f— i (E) 16H5 OWSJ, V.I.F. L.; (24'-0" LONG SPAN)) DO DO S3.0 DO L 5 53.0 DO (E) 16H5 OWSJ, RTU FRAMING PLAN date: 4 25 . 13 drawn by: w k scale: AS NOTED (24.---0 LONG SPAN)) • RTU— 1, MAX WT. lbs RTU FRAMING PLAN 4.**** -------------- ----------- -------- 4*****************41* 1,72"=1 0' PROJECT: S3.0 REVIEWED FOR CODE COMPLIANCE APPROVED • JUN t3 2013 City of Tukwila BUILDING DIVISION '1 0 #644 Westfield South Center Seattle, WA space it: 1204 sq. ft.: 1,647 job 13064 RECEIVED CITY OF TUKWILA MAY 3 0 2013 PERMIT CENTER EXPIRES 04-1 7-2.014 P5501 UNI-STRUL SEE .... -------- CONTINUOUS SLIP TRACK GAUGE TO MATCH WALL STUDS 362S162-33 METAL. - - - - --- - STUD at 16" o.c. 3 5/8"x20GA --- CONT. TRACK 0,145"0. POWDER DRIVEN PIN at 16" ai.o. CEILING \ .. --- (E) OPEN WEB STEEL JOIST ----- L4x4x20 GAx0'4" at 48» o.a, 4-#10 SMS. EA LEG 3625162-33 METAL STUD at 16" 0.0., TVP. STUD PARTITION WALLS PARALLEL TO ROOF FRAMING DETAIL 1 /2"= 0 SMARTWALL SYSTEM, -,c BY OTHERS w/2-#10 1,500 LB MAX. PER 4'-0" SECTION 24" MAX. NI Design 11 Tabora Notch Road Farmington CT 06032 T. 860 - 678 • 1946 F. 860 678 7111 nidesign@nidesignmet 02013 S4 0 ---------- -- ---- - -- 3625162-43 -- -- ------ DIAGONAL BRACE at 48"o.c. t42TC:7 FOR WALL IYPES, SEE A101 ------------- -- - L 2x2x3" LONG x 16GA w/4 10 S.M.S. EA. LEG - ---- 250T150-43 TOP TRACK (El) DEMISING WALL 250S162-43 at 16" 0.0, 310 SMS EA. STUD WOOD FURRING STRIPS BY OTHERS 2501150-43 BOTTOM TRACK w/1/2"0- BOLT at 4fro.c. CONC. FLOOR SLAB Robinson Meier juWy t Msodates www.rinjse.corn .RMj job Na: 13155 Structural Engineers 24:1. joaquin Avenue Sari Leandro, CA 94.577 Tel: 510.991.0977 CONSULTANTS 12035 COLWIC:K Project Management Design SAN ANTONIO, TX 78216 (E) OPEN WEB STEEL jOIST 4-#10 S.M.S. EA JOIST CONTINUOUS SLIP TRACK GAUGE TO MATCH WALL STUDS CERJNG ----- METAL STUD at 16" a.r. S.A.D. TYP. STUD PARTITION WALLS PERPENDICULAR TO ROOF FRAMING 3625162-43 ----- DIAGONAL BRACE at 48"o.c. 24" MAX. NOTE: FOR INFO NOT NOTED, SEE (Th 1 -*----(E) 35/8" X20 GAGE, MIN. DEMISING WALL, V.I.F. -- ------ 3#10 SMS ----- EA. STUD WOOD FURRING STRIPS, BY OTHERS SECTION /4"=i-0" S4,0 • DRAWING CHRONOLOGY: index: date: description: 5. 10. 15 issuer, FOR BID 4 PERMIT CONC. FLOOR SLAB ITTIE: date: 4 , 25 .13 DETAILS drawn by: w 1 k scale: AS NOTED (E) METAL DECK --- ------- (E) STEEL ---------- BAR JOIST ---------- ------- 5/8" :DIA. BOLT w/ 2" 50 WASHER AT TOP OF JOIST TYPICAL UNSTRUT C000EPTIPHS UNI -STRUT P5501 SUPPORT BEAM BETWEEN (E) JOISTS OR UNI -STRUT P5500 AT FULL -HT. BOX COLUMN EVIEWED FOR ODE COMPLIANCE APPROVED IJUN 1 3 2013 -4, City of Tukwila ItUiLDING DIVISION PROJECT: #644 RECEIVED CITY OF TUKWILA MAY 3 0 2013 PERMIT CENTER We field South Center Seattle, WA space 1 *204 sq. ft 1,647 job 13064 the: