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HomeMy WebLinkAboutPermit D10-099 - DOLLAR TREE - TENANT IMPROVEMENTDOLLAR TREE 363 STRANDER BL D10 -099 City oPI'ukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: //www.ci.tukwila.wa.us Parcel No.: 2623049064 Address: 363 STRANDER BL TUKW Suite No: Project Name: DOLLAR TREE DEVELOPMENT PERMIT Permit Number: D10 -099 Issue Date: 07 /06/2010 Permit Expires On: 01/17 /2011 Owner: Name: REGENCY CENTERS LP Address: C/0 PROPERTY TAX DEPT , PO BOX 790830 78279 Contact Person: Name: KEVIN WEARE Address: 4000 DELRIDGE WY SW SUITE 300 , SEATTLE WA 98106 Contractor: Name: B DAVIS INC Address: 1441 A TERMINAL AV , SAN JOSE CA 95112 Contractor License No: BDAVII *000CP Expiration Date: 01/24/2012 Phone: 206 - 795 -2629 Phone: 408 - 436 -4800 DESCRIPTION OF WORK: DEMOLISH INTERIOR FINISHES AND INSTALL TENANT IMPROVEMENTS FOR EXISTING BUILDING Value of Construction: $172,000.00 Fees Collected: $3,413.24 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0019 * *continued on next page ** doc: IBC -10/06 D10 -099 Printed: 07 -27 -2010 City oiTukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tulcwila.wa.us Permit Number: D10 -099 Issue Date: 07/06/2010 Permit Expires On: 01/17/2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: Private: Public: Profit: N Non - Profit: N Private: Public: N Date: i l2 6 (, Vk I hereby certify that I have read and e ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied whether specified herein or not. The granting of this permit does not pre e to give authority to violate or cancel the provisions of any other state or local laws regulating construction •\ the performance of wo I am authorized to sign and obtain this development permit. Signatur� �L .� �i Date: 7 — 27 —Id Print Name: QV 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. doc: IBC -10/06 D10 -099 Printed: 07 -27 -2010 City agiTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 2623049064 Address: 321 STRANDER BL TUKW Suite No: DEVELOPMENT PERMIT Permit Number: D 10 -099 Issue Date: 07/06/2010 Permit Expires On: 01/02/2011 Tenant: Name: DOLLAR TREE Address: 321 STRANDER BL , TUKWILA WA Owner: Name: REGENCY CENTERS LP Address: C/O PROPERTY TAX DEPT , PO BOX 790830 78279 Phone: Contact Person: Name: KEVIN WEARE Address: 4000 DELRIDGE WY SW SUITE 300 , SEATTLE WA 98106 Phone: 206 - 795 -2629 Contractor: Name: B DAVIS INC Address: 1441 A TERMINAL AV , SAN JOSE CA 95112 Phone: 408 - 436 -4800 Contractor License No: BDAVII *000CP Expiration Date: 01/24/2012 DESCRIPTION OF WORK: DEMOLISH INTERIOR FINISHES AND INSTALL TENANT IMPROVEMENTS FOR EXISTING BUILDING Value of Construction: $172,000.00 Fees Collected: $3,413.24 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: V -B Occupancy per IBC: 0019 * *continued on next page ** doc: IBC -7/07 D10 -099 Printed: 07 -06 -2010 City orTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D10-099 Issue Date: 07/06/2010 Permit Expires On: 01/02/2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N Permit Center Authorized Signature: Private: Profit: N Private: Public: Non - Profit: N Public: Date: -7` l0-1 iV 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 o he performance o ... uark. I am aut torized to sign and obtain this development permit. n Signature: �j Date: -C-"/ Print Name: FE • I' t 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. doe: IBC -7/07 D10 -099 Printed: 07 -06 -2010 • 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.ci.tukwila.wa.us Parcel No.: 2623049064 Address: Suite No: Tenant: 321 STRANDER BL TUKW DOLLAR TREE PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D10-099 ISSUED 04/14/2010 07/06/2010 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: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 8: 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. 9: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 12: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 13: Manufacturers installation instructions shall be available on the job site at the time of inspection. 14: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. doc: Cond -10/06 D10 -099 Printed: 07 -06 -2010 • City of Tukwila Department of Community Development J �j G) 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone:206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 15: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 18: 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. 19: ** *FIRE DEPARTMENT CONDITIONS * ** 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 21: 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) 22: 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) 23: 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) 24: 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) 25: 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) 26: 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) 27: 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) 28: 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) doc: Cond -10/06 D10 -099 Printed: 07 -06 -2010 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.ci.tukwila.wa.us 29: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 30: 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) 31: 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) 32: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot - candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) The path of egress shall require emergency lighting until exit discharge is accomplished. 33: 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) 34: 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) 35: 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) 36: 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 the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 37: 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 #2051. 38: Local U.L. central station supervision is required. (City Ordinance #2051) 39: An approved manual fire alarm system including audible /visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2051. 40: 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 #2051) 41: 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 #2051) (IFC 104.2) 42: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 43: The Tukwila Fire Department has changed keybox manufacturers, from Supra to Knox. Install a fire department Knox keybox. Contact the Tukwila Fire Prevention Office at 206 - 575 -4407 for ordering information. doc: Cond -10/06 D10 -099 Printed: 07 -06 -2010 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.ci.tukwila.wa.us 44: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 45: 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. 46: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 47: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 48: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 49: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D10 -099 Printed: 07 -06 -2010 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: htqx//www.ci.tukwila. wa. us I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: Date: 1 _/ doc: Cond -10/06 D10 -099 Printed: 07 -06 -2010 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.citukwila.wa.us Building Permit No. ti 10- 0_Q q Mechanical Permit No. N(, 10 -o q Plumbing/Gas Permit No. TC 10— 05 3 Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: King Co Assessor's Tax No.: 321 Sq124Si4136-(Z o3L1/p (30 363;365) Tenant Name: lld i 1AR- 'r ft- Property OwnersName: 12 & 4.t('/ 1rZS CORP Mailing Address: a-,99 IVA I ReAD 1000 LAJF l Nan 4 GA 94597 7.4.23O49o/ 4 Suite Number: Floor: New Tenant: Yes El ..No City State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: 40 1.1 Vv Wi rf Day Telephone: % f° 195 2009 Mailing Address: A0bb DEt- p,were WAy 300 S 1-le WA Llg'ic4 City State Zip E -Mail Address: V/ ts1 C P 3 e GO LIANA 31 A -S P4J 4'l N@ .Urn Fax Number: 2.09 4, 92,3 13 7 9 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: 1l AJLtJ O l,UNI Mailing Address: Contact Person: City Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: State Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: RR.iVMM AeLki - ITOG-13 (DbtLOA14 LL1OTT) Mailing Address: I3ti eXFc1A r1iJ .1�LV.0 St�llTa° 2 Ob cJ- 1eS,ApeAke 4 Z3gz(7 city State Zip Contact Person f M 3 �IJ - - b/ Day Telephone: T5--7 ZZ Z Address: Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: 3124D YDUI.I% �ASSOG Mailing Address: 132.0 kAJ 1 k1 f 2-IJ (:301.( Contact Person: f kA. D yO td t•1 w'j- . 101 Flz o Ga. (337 I City State Zip Day Telephone: 559 Z27 94000 E -Mail Address: Fax Number: H:\Applications\Forms- Applications On Line \2009 Applications \1.2009 - Permit Application.doc Revised: 1-2009 bh Page 1 of 6 BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ /72,01912 oc Existing Building Valuation: $ Scope of Work (please provide detailed information): P -M OI.1,5 i lrlrf_lim i,rJ1 SPeS AN7P e,-1,61A, A -r /MP12Dverie X12 exssmi6- Zvi, k ipJ r Will there be new rack storage? ❑ Yes [v. 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: Li 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\2009 Applications \I-2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 15t Floor `! 5.51 0 Sc 4 V j- 2"d Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 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: Li 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\2009 Applications \I-2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application 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. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW ER ! R UT ORI ED GENT: Signature: Date: 1{'/1-/' %0 Print Name: J4 V 1N N . WE.-Al2 Day Telephone: Mailing Address: 46170 1-12-1 DX.rtz Y.IAy SW S ii o '30b 5 ,4 MijA 9810 (P City State Zip Date Application Accepted: �j - `'�A—(U Date Application Expires: � Staff Initials: w HAApplicat ions \Forms - Applications On Line\2009 Applications \I -2009 - Permit Application.doc Revised 1 -2009 bh Page 6 of 6 • 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.ci.tukwila.wa.us Parcel No.: 2623049064 Address: 321 STRANDER BL TUKW Suite No: Applicant: DOLLAR TREE RECEIPT Permit Number: D10-099 Status: APPROVED Applied Date: 04/14/2010 Issue Date: Receipt No.: R10 -01235 Initials: User ID: Payee: WER 1655 Payment Amount: $2,070.40 Payment Date: 07/06/2010 09:32 AM Balance: $0.00 B DAVIS INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 19698 2,070.40 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $2,070.40 2,065.90 4.50 PAYMENT RECEIVED doc: Receipt -06 Printed: 07 -06 -2010 r 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.ci.tukwila.wa.us Parcel No.: 2623049064 Address: 321 STRANDER BL TUKW Suite No: Applicant: DOLLAR TREE RECEIPT Permit Number: D10-099 Status: PENDING Applied Date: 04/14/2010 Issue Date: Receipt No.: R10 -00633 Payment Amount: $1,342.84 Initials: WER Payment Date: 04/14/2010 02:37 PM User ID: 1655 Balance: $2,070.40 Payee: RRMM ARCHITECTS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 19489 1,342.84 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 1,342.84 Total: $1,342.84 r ECEI E doc: Receiot -06 Printed: 04 -14 -2010 INSPECTION NO. INSPECTION RECORD Retain a copy with permit 1>0"-r):6 NO. CITY OF TUKWILA BUILDING DIVISION L 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: i/ R BTU �� Type of Inspection: t I N ill. -- `.J b -ti (a' 44 Sa) N avT-1 I s I A '-i (re_ va M to err TEL i -011tG b ti al DEZ Address: —74 (a3 S1 R/ 12 Date Called: _ r 1 Special Instructions: Date Wanted: t'" . ecrv‘.406dA ;141 1 ■toA :: ,ii Requester: Phone No: 1SLApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: `.J b -ti (a' 44 Sa) N avT-1 I s I A '-i (re_ va M to err TEL i -011tG b ti al DEZ This ...:) friA- -, Ssisa✓Aie 7Pt,w�t V.�a," +J, 0 Tc., atJi At\ .GA6,D. '17,00-ttS I.1 -I ve' ,a) ?tAgiiu.35 ci•JA\ r At\vpP�.rr _ -o. - 1 t'" . ecrv‘.406dA ;141 1 ■toA rM1iD, A00 -- p iNtex br// w tnsp • tor: Date: 6.00 REINSPECTIO FEE REF RED. Prior. to inspection, fee must be p Id at 6300 Southcenter Blvd., Suite 100. Cal'to schedule reinspection. d Rec No.: Date: INSPECTION RECORD Retain a copy with permit 4 ic) -a69 PERMIT NO.4A CITY OF TUKWILA BUILDING DIVISION 112'- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P . J i /�v 'reel 8 Typ nspectio : ( .0 . 4 6 Address Date Called: OIL- i J S —A iS- i - - ` Special Instructions: Date Wanted: / _ l U ^ a.a.m. p.m. Requester: Phone Nng S c O -6(69 11 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ('J Fw+¢R y Lk ci (At €L 'Ti a.1J a (A4L).J6, r ,,.!A \ -- lic-gb i g1.400.w,eptk i=;,.)04-1 - %34.. dal OIL- i J S —A iS- i - - L r: Dag -t -(7-C2 00 REINSPECT ON FEE QUIRED. Prior to inspection, fee 6300 Southcenter Blv .Suite 100. Call to schedule reinspection. must be aye nspection. Rece• t No.: 'Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ocr9 Protect: Type of Inspection: Address: 1eo3 S.1 Pa ./041 Date Called: it 1 %-•C ,ff .. Fhb o `", Special Instructions: Date Wanted: k— 1 .2.— / e j a.m. P.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: . (fD I-2`, °c, L Stn-i --r. <3 Y — N..I er-r- �/ Scir " L.._:- Lt tf 5:1t.iael it 1 %-•C ,ff .. Fhb o `", 1tc 6 - . Inspecto Datt�jj n-12- LJ $60. 0 REINSPECTION FE REQUIR . Prior to inspection, fee must be pa d t 6300 Southcenter Bt d., Suit 100. Call to schedule reinspection. Recei• No.: Date: INSPECTION RECORD Retain a copy with permit INSPECT ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Old- ()gel Project: D Y `•tom `Ne.� Type9 spectioa:e S �� 1, 4 6 Address: �er �c03 f 6 Date Calle Special Instructions: Date Wanted ( Z : :r: P.m.' �/ . Requester: Phone No v-S �6 61/3 _0(49/ CEigap_proved per applicable codes. Corrections required prior to approval. COMMENTS: CDs t". — 1,1 IA Dat 1 "IZ -10 EJ $6 .0 REINSPECTION FE REQUIRED. rior to inspection, fee must be pai 6300 Southcenter B vd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: 6 l Type of Inspection. G A dress:A je, Date ailed: Special Instructions: Date Wanted: �,tg„ 6-- (z `�c7 p.m. Requester: Phone -lag s (O -67/6? Approved per applicable codes. ❑ Corrections required prior to approval. COMME=NTS: tem Dat 00 •ii INSPECTION FEE REQUIRED. Prior to inspection, fee must be p d at •c00 Southcenter Blvd., Suite 100. Call to schedule reinspection. Rec pt N .: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit 1610 — -6'1 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION i2- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proj Type of Insp tion: CO T3 4 1 N v 6)43,--r Address: -))7\ QA-4.11ie Date Called: p ' 1.--,c9 . Special Instructions: Date Wanted: \ ..7_2)— 1J a.m,,. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1...A. CO T3 4 1 N v 6)43,--r ()-.) et l t s - fp,/Ai pc., ` r 1 (3110 ;gyve) LA p ' 1.--,c9 . Inspector: _I /! LI $60.0 paid Da?: INSPECTION FEE RECARED. rior to inspection, fee must be 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt N9.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit 4-D �l0 -o i'i PERMIT NO. (206)431 -3670 ProtILA _ Type of Inspection: U%A �\ - Sp pOiVV041 - D o-{ A' 1 v o • Cs}Oc' (c Address: 32.1 STRAA1c.4CZ GL Date Called: . ?od AO IC w/tv S1 Vs e Cl NJ' ..c i i t Special Instructions: • Date Wanted: % -2O —/U Y , CYN P.m. Requester: Phone No: 908 -5s() — 6/6 \ ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: D A :1) .1-N r 1 1 vj A I + s - ,vex Q ,v-.. _ ,t p✓ 106 U%A �\ - Sp pOiVV041 - D o-{ A' 1 v o • Cs}Oc' (c ..• 3) ,A 0 IMP 01:",11N1k) ..a-fJ2,Ii -liar x,11^. . ?od AO IC w/tv S1 Vs e Cl NJ' ..c i i t rr�1 -t' -Fr e dAieC( t S 1-2 ?Af,ov ©f ,"v•s -1' p'd;!°-" P yyqV ocl • Y , CYN & 1 V.01" S • �o \ I spect I "AJtN ..• Date: %— ZO ∎ it, 6 .00 REINSPECT DN FEE QUIRED. Prior to inspection, fee must be Id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit S) — c lb f l--15 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Proje 1 yv4• T Type of Inspection: Fire Alarm: yv ..,,, „,4(...... Hood &Duct: Address: 1.1 Suite #: 34 .c rkc W. Contact Person: I Ow\ E SP 1 Special Instructions: Occupancy Type: Phone No:: Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: E cN 1 , • } Needs Shift Inspection: -fR.S Sprinklers: ek Hrs.: .k Fire Alarm: yv ..,,, „,4(...... Hood &Duct: Monitor: Pre -Fire: Permits: Occupancy Type: rv( Inspector:`•;, - ,-c3 5) Date: 11 t to Hrs.: .k . $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 ti INSPECTION NUMBER c _ °.r;.,'«"cn •)[a, - a:�G"-3S,esi.:.o+- 'ti:3'!S�{i' AV.s, - w:r�.ec..'4•w�':k�a4 -::e. ,:;icFy' t,:r,�r:...urr«n• -- INSPECTION RECORD Retain a copy with permit Jo -5- 1S( bi D - 01't p w • PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188. 206 -575 -4407 Project: polio v, -REF Sprinklers: Type of Inspection: gyetve, /fa .16-y" Address: % 3 cly, � .i,,• Suite #: N;1./al Monitor: Contact Person: Act ay./. F,re `1(7 A' c Special Instructions: Permits: • Phone No.: a MApproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: 2. 5— Monitor: Pre -Fire: ? Permits: Occupancy Type: // I vo • L .144,, d. // 3d : 20'3 PS, y- . dy4tVa) g,J ' 33a • 767 P5, • 'T ?h i° • •O L. • C 4j(, ?- • .. `., 1 . b _ _. * Co 4 mi. 4' 40-0a4 eve , if 6d4 ✓vows a,.r l Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: 2. 5— Monitor: Pre -Fire: ? Permits: Occupancy Type: Inspector,, . .,45y I Date: / /9 /,o Hrs.: 2. 5— n $80.00 REINS ECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lib ting':Surnmar 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address DOLLAR TREE Date 5/25/2010 SODTHCENTER PLAZA For Building Department Use FILE COPY TUKWILA Applicant Name: DOLLAR TREE Applicant Address: Applicant Phone: Project Description STOCKROOM ❑ New Building ❑ Addition -' Alteration 4 Plans Included 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) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor /room no.) Occupancy Description Allowed Watts per ft2** Area in ft2 Allowed x Area SALES RETAIL -SALES 1.50 7772.0 11658.0 STOCKROOM STOCKROOM 0.50 1470.0 735.0 NON SALES RESTROOM, COORIDOR, ELECTRICAL ROOM 0.80 302.0 241.6 ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 12634.6 Proposed Lighting Wattage Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed SALES A,A1 -8' STRIP 91 98.0 8918.0 B,B1- 4' STRIP 52.0 208.0 STOCKROOM A,A1 -8' STRIP 10 98.0 980.0 8,81- 4' STRIP 52.0 52.0 RESTROOM B,31- 4' STRIP COORIDOR B,B1- 4' STRIP 52.0 104.0 52.0 104.0 ' STRIP 52.0 52.0 roposed Watts may not exceed Total Allowed Watts for Interior BUILDII DIVISION 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 hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For 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. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. Total Proposed Watts 10418.0 CORRECTION l RECEIVED JUN 012010 PERMIT CENTER 2006 Washington State Nonresidential Energy Code Compliance Form Interior`L ghti`ng` imma 2006 Washington State Nonresidential Energy Code Compliance Forms ba Revised July 2007 Prescriptive Spaces Occupancy: Q Warehouses, storage areas or aircraft storage hangers 0 Other Q ualification Checklist answer r occupancy is checked type is u "Other" of and fees in answer is checked, the number of factures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) a Check if 95 /o or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non - lensed with a 1 or 2 two lamps, b reflector a) b) or louvers, c) 5 -60 watt T -1, T -2, T-4, T -5, T -8 lamps, and d) hard -wired elec- tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. TABLE 15 -1 Unit Lighting Power Allowance (LPA Use' LPA7 (W /sf) Use' LPA` (W /sf) Automotive facility 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)5•7•11 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations8 1.0 Cafeterias, fast food establishments, restaurants /bars 1.3 Post office 1.1 Dormitory 1.0 Retail10, retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia'', assembly spaces 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, •erformin• arts 1.6 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel /motel 1.0 Warehouses7', storage areas 0.5 Hotel banquet/conference /exhibition ha113,4 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries° 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies3 (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft2 may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft2. 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft2 of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen; fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. 2006 Washington State Nonresidential Energy Code Compliance Form tSumm Projec"ar PRJ -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address Dollar Tree at Southcenter Plaza Date 3/29/2010 301 Strander Blvd. For Building Department Use Tukwila, WA Applicant Name: Dollar Tree Applicant Address: Applicant Phone: FILE COPY rio.www.141. 1►A^ REVIEWED FOR CODE COMPLIANCE APPROVED JIJN 1 U 2010 City of Tukwila BUILDING DIVISION 1)[0- 049 RECEIVED APR 14 2010 PERMIT CENTER 2006 Washington State Nonresidential Energy Code Compliance Form Mechanix MECH -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address Dollar Tree at Southcenter Plaza Date 3/29/2010 Capacity2 Btu /h 301 Strander Blvd. For Building Dept. Use SEER or EER Tukwila, WA Applicant Name: Dollar Tree Applicant Address: 48TCDA005 Applicant Phone: 1600 Project Description Briefly describe mechanical system type and features. ❑ Includes Plans 2 x New 4 Ton Gas Roof Top Units 4 x New 5 Ton Gas Roof Top Units Include documentation requiring compliance with commissioning requirements, Section 1416. Compliance Option ® Simple System 0 Complex System O Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) 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 Brand Name' Model No.1 Capacity2 Btu /h Total CFM OSA CFM or Econo? SEER or EER IPLV3 Location RTU -1 CARRIER 48TCDA005 44750 1600 Econo 13.00 - Roof RTU -2 CARRIER 48TCDA006 59950 2000 Econo 13.00 - Roof RTU -3 CARRIER 48TCDA005 44750 1600 Econo 13.00 - Roof RTU -4 CARRIER 48TCDA006 59950 2000 Econo 13.00 - Roof RTU -5 CARRIER 48TCDA006 59950 2000 Econo 13.00 - Roof RTU -6 CARRIER 48TCDA006 59950 2000 Econo 13.00 - Roof Heating Equipment Schedule Equip. ID Brand Name' Model No.1 Capacity2 Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency's 0.820 RTU -1 CARRIER 48TCDA005 59000 1600 Econo 72000 59000 RTU -2 CARRIER 48TCDA006 59000 2000 Econo 72000 59000 0.820 RTU -3 CARRIER 4STCDAOO5 59000 1600 Econo 72000 59000 0.820 RTU -4 CARRIER 48TCDA006 59000 2000 Econo 72000 59000 0.820 RTU -5 CARRIER 48TCDA006 59000 2000 Econo 72000 59000 0.820 RTU -6 CARRIER 48TCDA006 59000 2000 Econo 72000 59000 0.820 Fan Equipment Schedule Equip. ID Brand Name' Model No.1 CFM Sp' HP /BHP Flow Controls Location of Service EF -1 COOK GEMINI GN -420 275 .25" 0.17 vs Toilet Room tlf available. 2 As tested according to Table 14 -1A through 14 -1 G. 3 If required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Un1m ?r.�i. rh ac,�K CH -S System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: J Constant vol? J Air cooled? ✓ Packaged sys? .i <20,000 Btuh? Split system? Economizer included? J If Heating Only: <5000 cfm? <70% outside air? 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. ( START ) Heating Only <5000 Heating /Cooling or Cooling Only Reference Section 1421 Yes ingle Package Unit? Yes Air Cooled, Constant Vol? Yes plit Syste <= 84,000 Btuh? <70% OSA Econo ncluded? '•ol Ca <20,000 Btuh? Outd or Adjacent to utdoo Yes (Reference Section 1423 of Ca <54,000 Btuh? otal Ca . wo economize <240,000 Btuh or 10 %? 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. 2006 Washington State Nonresidential Energy Code Compliance Form echanical1Permit Plans 2006 Washington State Nonresidential Energy Code Compliance Checklist MECH -CHI( Forms Revised July 2007 Project Address Dollar Tree at Southcenter Plaza Date 3/29/2010 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, n.a.) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance n. a. 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule - yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency MP2 n.a. 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss - 1412 HVAC controls yes 1412.1 Temperature zones Indicate locations on plans 14:21 yes 1412.2 Deadband control Indicate 5 degree deadband minimum MP3 n. a. 1412.3 Humidity control Indicate humidistat - yes 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types M23 n.a. 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage MP1 n.a. 1412.4.2 Optimum Start Indicate optimum start controls - n. a. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule - n.a. 1412.6 Combustion htg. Indicate modulating or staged control - yes 1412.7 Balancing Indicate balancing features on plans MP1 1412.8 Ventilation Control Indicate demand control ventilation for high- occupancy areas MP1 n.a. 1422 Thermostat interlock Indicate thermostat interlock on plans - yes 1423 Economizers Equipment schedule M'2 1413 Air economizers yes 1413.1 Air Econo Operation Indicate 100% capability on schedule MP1 n.a. 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb - n. a. 1413.2 Water Econo Doc Indicate clg load & water econoe & clg tower performance - 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 sealing necessary MP3 yes 1414.2 Duct insulation Indicate R -value of insulation on duct l3 yes 1415.1 Piping insulation Indicate R -value of insulation on piping MP3 1416 Completion Requirements 1416.2.1 Commissioning Provide commissioning plan - yes 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing MP 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training - 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report - 1434 Separate air sys. Indicate separate systems on plans - yes Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer - 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 - yes 1443 Pipe Insulation Indicate R -value of insulation on piping MP3 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 - no is circled for any question, provide explanation: n 2006 Washington State Nonresidential Energy Code Compliance Form P echanical erg!!l 'laps ec 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14-1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air fumaces with input ratings > 225,000 Btu /h (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for fumaces where combustion air is drawn from the conditioned space. All fumaces with input ratings > 225,000 Btu /h (65 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the Input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be fumished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Coo ing Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu /h) or less may be controlled by readily accessible manual off-hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply air canacities exceedina 10 .000 cfm shall have ootimum start controls- Ootimum 1412.8 Ventilation Controls for High- Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 °F dry- bulb /40 °F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 °F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling Is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246- 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying with Section 1412.4.1. EF CAE < 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 0.71 > 70 gal storage 0.55 0.70 1411.4 Packaged Electric Heating and Coo ing Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu /h) or less may be controlled by readily accessible manual off-hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply air canacities exceedina 10 .000 cfm shall have ootimum start controls- Ootimum 1412.8 Ventilation Controls for High- Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 °F dry- bulb /40 °F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 °F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling Is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246- 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying with Section 1412.4.1. VuUCIJ 111 WC III Jt Jluly Gllu ICVCw UCIUW LIM mbt Jtuly VI 1/U11UII11J three or more stories in hei4006 Washington State Nonreside 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum start controls shall be designed to automatically adjust the start time of an HVAC system each day to bring the space to desired occupied temperature levels immediately before scheduled occupancy. The control algorithm shall, as a minimum, be a function of the difference between space temperature and occupied setpoint and the amount of time prior to scheduled occupancy. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include microprocessor controls that minimize supplemental heat usage during start-up, set- up, and defrost conditions. These controls shall anticipate need for heat and use compression heating as the first stage of heat. Controls shall indicate when supplemental heating is being used through visual means (e.g., LED indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 000 EXCEPTIONS: 1. Boilers. 2. Radiant heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have a means for balancing, including but not limited to, dampers, temperature and pressure test connections and balancing valves. ntial Eller §9"('t9 O'®t11t129tiljftequipment, or 2. are isolated from the exterior with an automatic shut -off damper complying with Section 1412.4.1. Once outside air ducts meet the above listed requirements, any runs within conditioned space shall comply with Table 14 -5 requirements. Other ducts and plenums shall be thermally insulated per Table 14 -5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a zone that serves that zone. 1415 Piping Systems 1415.1 Insulation: Piping shall be thermally insulated in accordance with Table 14 -6. Exception: Piping installed within unitary HVAC equipment. Water pipes outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (WAC 51 -26) 1416 Completion Requirements (Refer to NREC Section 1416 and the Building Commissioning Guidelines, published by the Building Commissioning Association, for complete text and guidelines for building completion and commissioning requirements.) BYA# 10040 March 29, 2010 Prepared For: RRMM Architects, PC 1317 Executive Blvd., Suite 200 Chesapeake, Virginia 23320 BRAD YOUNG & ASSOCIATES, INC. S T R U C T U R A L E N G I N E E R I N G 1320 W. Herndon Avenue. Suite R)1 1 r::nu. (.,111f,0110 9371 REVIEWED FOR CODE COMPLIANCE APP OVE JUN 10 2010 City of Tukwila BUILDING DIVISION RECEIVED APR 14 2010 '2 -oo:` 1,1\ \PA IT,A 1t SEISMIC ANALYSIS OF GONDOLA AND BACKROOM STORAGE FIXTURES FOR A DOLLAR TREE STORE Tukwila, Washington Design Parameters Code = 2006 IBC Wind = N/A (indoor application) Seismic = Site Class D Ss = 1.422 IE= 1.5,Ip =1.5 R = 4.0 Steel fy (A36) = 36 ksi Typical Bolts = A307 Expansion anchors = 3/8" x 2" minimum embedment Hilti Kwik Bolt TZ (ICC ESR -1917) or approved equal Concrete fc = 2500 psi (assumed minimum slab strength) Allowable Soil Bearing Pressure = 1500 psf Scope This analysis will justify that according to the applicable building code (2006 IBC section 2208.1 with local amendments where applicable) the interior display Gondolas and backroom storage shelves (light duty product storage racks) meet or exceed the applicable codes structural requirements. The seismic design is for the worst case seismic conditions found in Washington. The purpose of this approach is to create a uniform racking and anchorage system throughout all Dollar Tree Stores that meets the applicable code requirements regardless of the stores location and its corresponding seismic design parameters within the state. The shelving structural systems are based on the requirements of the ASCE 7 -05 section 15.5.3 (steel storage racks). The design live load per shelving level is 30 Ibs for interior display Gondolas. The design live Toad per shelving level is 40 Ibs for the Backroom storage shelves. BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Herndon Ave, Suite 101 Fresno, Califomia 93711 (559) 222 -9600 (559) 222 -9633 Fax Copyright 2010 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040 - anchorage.mcd Engineer: TT Conterminous 48 States 7641( (,) ; (a, LOA . 2006 International Building Code Latitude = 47.46 Longitude = - 122.25 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05000000074505806 deg grid spacing Period Sa (sec) (g) 0.2 1.421 (Ss, Site Class B) 1.0 0.486 (S1, Site Class B) Conterminous 48 States 2006 International Building Code Latitude = 47.46 Longitude = - 122.25 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1.0 ,Fv = 1.514 Period Sa (sec) (g) 0.2 1.421 (SMs, Site Class D) 1.0 0.736 (SM1, Site Class D) Conterminous 48 States 2006 International Building Code Latitude = 47.46 Longitude = - 122.25 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.514 Period Sa (sec) (g) 0.2 0.947 (SDs, Site Class D) ! i o 0.49U (SP,ISA. Cf . D, Z Vertical Loading - Interior Display Gondola Shelves DLshelf 5•Ib LLshelf 30•Ib Seismic Loading Site Class D Fa := 1.0 Ss := 1.422 Sms := Fa•Ss 2 Sds := 3 'Sms IE := 1.5 R.= 4.0 C Sds' IE Cs := R Cs.min 0.14-Sds Cs governs the design Fp is the seismic force per shelf on the storage rack. Fp := Cs•(DLshelf+ LLshelf) BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave, Suite 101 Fresno, Califomia 93711 (559) 222-9600 (559) 222-9633 Fax Dead Load per Shelf Live Load per Shelf Sms = 1.422 Sds = 0.948 Cs = 0.355 Cs.min = 0.133 Fp = 12.443 lb Copyright 2010 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040 - anchorage.mcd Engineer: TT 3 Use 1/2 the space between shelves for the center of mass of the shelves and products. Pshelf DLshelf + LLshelf h1 := 6+ —18) •in h2:= 24+ —16) •in h3 := 40 + —16) • in h4 := 56 + 16 • in 2 h5 := 72 + —16) • in h6 := 88 + —16) •in Cv.1 •_ P shelf' kh1 Cv.2 ._ Cv.3 ._ Cv.4 := Cv.5 ._ Cv.6 = Pshelf'h1 Pshelf = 35 lb h1 = 15 in h2 = 32 in h3 = 48 in h4 = 64 in h5 = 80 in h6 = 96 in +h2 +h3 +h4 +h5 +h6) Pshelf h2 Pshelf'(h1 + h2 + h3 + h4 + h5 + h6) Pshelf h3 Pshelf'(h1 + h2 + h3 + h4 + h5 + h6) Pshelf' h4 Pshelf'(h1 + h2 + h3 + h4 + h5 + h6) Pshelf'h5 Pshelf'(hi +h2 +h3 +h4 +h5 +h6) Pshelf' h6 Pshelf'(h1 4112 + h3 + h4 + h5 + h6) BRAD YOUNG 8 ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave, Suite 101 Fresno, California 93711 (559) 222-9600 (559) 222-9633 Fax Cv1 = 0.045 Cv 2 = 0.096 Cv3 =0.143 Cv 4 = 0.191 Cv.5 = 0.239 Cv.6 = 0.287 Copyright 2010 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040 - anchorage.mcd Engineer: TT SINGLE SIDED GONDOLA TYPE A STORAGE FIXTURE Static Overturning The Shelving Unit has a total of 6 shelves Pvert (DLshelf+ LLshelf)'6 Depthshelf 16•in Depthshelf OTMstatic Pvert 2 Lateral Overturning OTMseismic Element 1st Shelf 2nd Shelf 3rd Shelf 4th Shelf 5th Shelf 6th Shelf h (in) H (in) Cv Pvert = 210 Ib OTMstatic = 1680in•Ib Fp (Ib) , Overturning (in -Ib) 15 15 0.045 17 32 0.096 16. 48 0.143 16 . 64 0.191 16 80 0.239 16 96 , 0.287 Sum Fp = Fp OTMseismic OTMseismic•Ib•in OTMtotal OTMstatic + OTMseismic OTMtop.shelf Fp•96•in Transverse Loading Each shelving rack has 6 shelves Fp.trans Cs'(DLshelf + LLshelf)'6 BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave, Suite 101 Fresno, California 93711 (559) 222-9600 (559) 222-9633 Fax 12.4425 12.4425 12.4425 . 12.4425_ 12.4425 12.4425 41.9934375: 191.11681 427.0266 760.4856. 1189.503: 1714.0788 62.2125 Sum Overtuming =I 4324.2 OTMseismic = 4324.204in•lb OTMtotal = 6004.204in•Ib OTMtop.shelf = 1194.48 in Ib Fp.trans = 74.655 Ib Copyright 2010 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040 - anchorage.mcd Engineer: TT Column Design Aeff := 0.7501 • in2 SX := 0.418 • in3 lx := 0.5743 • in4 Fy • = 36•ksi S2c := 1.92 Axial Loading Fe ._ n2•E (K.L rX 2 K := 2.1 L := 88•in rx := 0.875•in E := 29500.ksi Of := 1.67 Fe = 6.527ksi Fy = 18 ksi Fe < Fy 2 2 Fn := Fe Fn = 6.527ksi Pn := Aeff. Fn Pn = 4896.132 Ib Pn Pa Pa = 2550.069 Ib c Pvert = 210 Ib Pvert = 0.082 0.082 < 1.0 OK Pa BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave, Suite 101 Fresno, California 93711 (559) 222 -9600 (559) 222 -9633 Fax Copyright 2010 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040 - anchorage.mcd Engineer: TT Flexural Loading Mtotal OTMtotal Myield •= Sx. Fy Myield Mallow Unity Check Qf Pvert Mtotal + = 0.749 Pa Mallow BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave, Suite 101 Fresno, Califomia 93711 (559) 222-9600 (559) 222-9633 Fax Mtotal = 6004.204 in. lb Myield = 15048 in • lb Mallow = 9010.778 in lb 0.749 < 1.0 OK Copyright 2010 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040 - anchorage.mcd Engineer: TT 7 Arm Analysis Arm Properties Larm ▪ 16•in Aarm • 0.090•in2 d := 2.875 • in Arm Loading Larm Marm (DLshelf+ LLshelf) 2 Tcapacity 0.6•Fy•Aarm Mcapacity Tcapacity'd Marm = 0.05 Mcapacity 0.05 < 1.0 OK Sheararm (DLshelf + LLshelf) Fy • = 36•ksi Marm = 280 in • Ib Tcapacity = 1944 Ib Mcapacity = 5589 in • Ib Sheararm = 35 Ib Shearcapacity 0.4•Fy•Aarm Shearcapacity = 1296 Ib Sheararm = 0.027 0.027 < 1.0 OK Shearcapacity BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave, Suite 101 Fresno, Califomia 93711 (559) 222-9600 (559) 222-9633 Fax Copyright 2010 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040 - anchorage.mcd Engineer: TT Base Bracket Analysis Properties F Y := 36•ksi Bracket Loading Mtotal OTMtotal f Mtotal b Sx Fb := 0.6.Fy fb — = 0.322 Fb BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave, Suite 101 Fresno, Califomia 93711 (559) 222 -9600 (559) 222 -9633 Fax Sx := 0.863 • in3 Mtotal = 6004.204 in • lb fb = 6957.363 psi Fb = 21600 psi 0.322 < 1.0 OK Copyright 2010 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040 - anchorage.mcd Engineer: TT 1 Overturning Analysis of Wall Units Depthshelf = 16 in N := 2 Fp = 12.443 Ib Condition A - All shelves loaded Number of Anchors per shelf bay Fp.total Fp'5 Fp.total = 62.213 Ib OTMseismic = 4324.204in•Ib Mresist Pvert Depthshelf 2 (OTMseismic) — (Mresist) Uplift := Depthshelf Uplift TAnchor N moment per bay moment per bay Tension Force Fp.total VAnchor := N Shear Force Mresist = 140 lb-ft Uplift = 165.263 Ib TAnchor = 82.631 Ib VAnchor = 31.106 Ib Anchors are 3/8" dia x 2" effective embedment Hilti Kwik Bolt TZ (ICC ESR -1917) Vallow 999•Ib Tallow := 1006•Ib Check Combined Stress on Anchors i - Anchor (TAnchor Vallow Tallow j BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave, Suite 101 Fresno, Califomia 93711 (559) 222-9600 (559) 222-9633 Fax = 0.113 0.113 < 1.0 OK Copyright 2010 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040 - anchorage.mcd Engineer: TT 1 0 Condition B - Top shelf FuIIv loaded Fp.total Fp Fp.total = 12.443 Ib OTMtop.shelf = 1194.48in•Ib Depthshelf Mresist [(DLshelf+ LI-shelf) 2 Uplift (OTMtop.shelf) — (Mresist) Depthshelf Uplift TAnchor N Tension Force Fp.total VAnchor N Shear Force Mresist — 23.333 Ib•ft Uplift = 57.155 Ib TAnchor = 28.578 Ib VAnchor = 6.221 Ib Anchors are 3/8" dia x 2" effective embedment Hilti Kwik Bolt TZ (ICC ESR -1917) Vallow 999•Ib Tallow 1006.1b Check Combined Stress on Anchors (VAnchorl + TAnchor = 0.035 Vallow j Tallow BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave, Suite 101 Fresno, California 93711 (559) 222-9600 (559) 222-9633 Fax 0.035 < 1.0 OK Copyright 2010 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040 - anchorage.mcd Engineer: TT Slab Analysis - single sided gondola (Puncture) check concrete strength per ACI 11.12.2.1 Widthleg := 1.0•in Depthleg := 1.0•in tslab 4•in fc := 2500 .psi := 0.65 Base leg dimensions - per 1/SA2.1 bo := (Widthieg + tslab + Depthleg + tslab 2) 2 Widthieg R Depthieg as := 40 interior column Vn.1 := 2 + iNifc*Psi'bo'tslab as'tslab Vn.2:= b +2 Jfc'psl'(bo'tslab) o � Vn.3 := (4) • Jfc•psi•(bo'tslab) Vn Vn.3 Pvert = 210 Ib OTMtotal = 6004.2041b•in eq 11 -33 eq 11 -34 eq 11 -35 slab thickness bb = 0.5 ft R =1 = 7200 Ib Vn 1 Vn 2 = 34400 lb Vn.3 = 4800 Ib governs Depthshelf = 1.333 ft OTMtotal Pmoment De th moment = 375.263 Ib p shelf Ptotal 1.7Pvert + 1.OPmoment Ptotal = 732.263 Ib Ptotal = 0.235 •Vn BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Herndon Ave, Suite 101 Fresno, California 93711 (559) 222-9600 (559) 222-9633 Fax 0.235 < 1.0 Puncture OK Copyright 2010 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040 - anchorage.mcd Engineer: TT Slab Tension Widthanchor 1.4375•in Depthanchor 1.0625 in pallow 1500•psf Areabearing rea = bearing • callow L bearing JAreabearing Anchor Bracket dimensions - per 5/SA2.1 B :_ jWidthanchor' Depthanchor + tslab :_ bearing – B 2 (pallow'1•in). Mconc •_ 2 i2 Areabearing = 0.488 ft2 Lbearing = 8.384 in B= 5.236in I = 1.574 in Mconc = 12.908 in • lb tslab2' 1 • In Sconc 6 Sconc = 2.667 in3 fconc 5 • • Jfc• psi fconc = 23400 —lb ft fb • = Mconc fb = 12.908 in•Ib Sconc • Fb Fb = 433.333 in •Ib Fb fb — Fb = 0.03 BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave, Suite 101 Fresno, Califomia 93711 (559) 222 -9600 (559) 222 -9633 Fax 0.03 < 1.0 OK Copyright 2010 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040 - anchorage.mcd Engineer: TT 13 DOUBLE SIDED GONDOLA TYPE B STORAGE FIXTURE Pshelf DLshelf + 1-1-shelf Pshelf = 35 lb Use 1/2 the space between shelves for the center of mass of the shelves and products. h1 := 6 + 2 in h2 := 24 +16 •in 2 h3 := 40 + 2 • in h4:= 56+ —126) •in h5 := 72 + 2 •in Cv.1 :_ Pshelf'(h1 +h2 +h3 +h4 +h5) h1 = 15 in h2 = 32 in h3 = 48 in hit =64in h5 = 80 in Pshelf'h1 Cv.2 :_ Pshelf' h2 Pshelf'(h1 + h2 +113 +114 + h5) Pshelf h3 C" :_ Pshelf'(h1 +h2 +h3 +h4 +h5) Pshelf' h4 Cv.4 := Pshelf'(h1 + h2 + h3 + h4 + h5� Pshelf' h5 Cv.5 :_ Pshelf'(h1 +h2 +h3 +h4 +h5) BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave, Suite 101 Fresno, Califomia 93711 (559) 222-9600 (559) 222-9633 Fax = Cv1 Cv 2 = 0.134 Cv.3 =0.201 Cv.4 = 0.268 Cv 5 = 0.335 Copyright 2010 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040 - anchorage.mcd Engineer: TT Double sided storage racks can be loaded on both sides (Double) or loaded on one side only (Single). Overturning calculations have been made for both conditions. Static Overturning The Shelving Unit has a total of 4 shelves. Use one side fully loaded for static overturning. Pvert (DI-shelf + LLshelf) •4 Depthshelf 16•in Depthshelf OTMstatic Pvert" 2 Lateral Overturning - one side fully loaded OTMsingle Pvert = 140 Ib OTMstatic = 1120in•Ib Element h (in) H (in) , Cv Fp (Ib) ; Overturning (in -Ib) i 1st Shelf 15 15 0.0.63 12.4425 i 2nd Shelf 17 32 _ 0.134 12.4425 3rd Shelf 48 0.201 12.4425 4th Shelf _ 16 64 0.268 1.2.4.425 . 5th Shelf! 16 80 0.335 12.4425 Sum Fp = Fp OTMsingle OTMsingle••b•in OTMdouble OTMsingle-2 186.6375' 398.16 597.24' 796.32: 995.4, 49.77 Sum Overturning =. 2973.8 OTMsingle = 2973.757in•Ib OTMdouble = 5947.515 in- Ib Combine OTMsingle with OTMstatic condition for total single sided seismic loading OTMsingle.total OTMsingle + OTMstatic Top Shelf Loaded Only Conditions OTMtop.single Fp•80•in OTMtop.double OTMtop.single'2 BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave, Suite 101 Fresno, California 93711 (559) 222-9600 (559) 222-9633 Fax OTMsingle.total = 4093.757 in- lb OTMtop.single = 995.4in•Ib OTMtop.double = 1990.8 in•Ib Copyright 2010 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040 - anchorage.mcd Engineer: TT lY. Column Design Aeff := 0.7501 .412 SX := 0.418 • in3 IX := 0.5743 • in4 Fy := 36•ksi S2c := 1.92 Axial Loading Fe ._ n2•E K•L 2 rX K := 2.1 L := 88•in rX := 0.875•in E := 29500.ksi Of := 1.67 Fe = 6.527ksi Fy =l8ksi Fe <Fy 2 2 Fn := Fe Pn := Aeff•Fn Pn Pa :_ — 5-2c Psingle Pvert Pdouble Psingle'2 Pdouble = 0.11 Pa BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave, Suite 101 Fresno, Califomia 93711 (559) 222 -9600 (559) 222 -9633 Fax Fn = 6.527ksi Pn = 4896.132 Ib Pa = 2550.069 Ib Psingle = 140 Ib Pdouble = 280 Ib 0.11 < 1.0 OK Copyright 2010 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040 - anchorage.mcd Engineer: TT 16 Flexural Loading Mmax OTMdouble Myield := Sx•Fy Myield Mallow S2 f Unity Check for double sided loading Mmax = 5947.515 in • Ib Myield = 1254 Ib•ft Mallow = 750.898 Ib•ft Pdouble Mmax + = 0.77 0.77 < 1.0 Pa Mallow Unity Check for Single Sided Loading Mmax OTMsingle.total Myield := Sx•Fy Mallow f Myield Mmax = 4093.757 in• Ib Myield = 1254 Ib•ft Mallow = 750.898 Ib•ft OK Psingle + Mmax = 0.509 0.509 < 1.0 OK Pa Mallow BRAD YOUNG & ASSOCIATES Copyright 2010 Brad Young & Associates STRUCTURAL ENGINEERING Print Date: 3/29/2010 1320W. Herndon Ave, Suite 101 File Name: 10040 - anchorage.mcd Fresno, Califomia 93711 (559) 222 -9600 (559) 222 -9633 Fax Engineer: TT (7 Arm Analysis Arm Properties Spanarm 16•in Aarm 0.090•in2 d := 2.875 • in Arm Loading Marm (DLshelf+ LLshelf) Tcapacity 0.6•Fy•Aarm Mcapacity Tcapacity'd Marm = 0.05 Mcapacity Spanarm Sheararm ( DLshelf + LLshelf) Shearcapacity 0.4 Fy•Aarm Sheararm = 0.027 Shearcapacity BRAD YOUNG_ & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave, Suite 101 Fresno, Califomia 93711 (559) 222-9600 (559) 222-9633 Fax 2 0.05 < 1.0 OK 0.027 < 1.0 OK FY := 36•ksi Marm = 280 in. lb Tcapacity = 1944 Ib Mcapacity = 5589in•Ib Sheararm = 35 Ib Shearcapacity = 1296 Ib Copyright 2010 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040 - anchorage.mcd Engineer: TT 1 S Base Bracket Analysis Properties F Y := 36•ksi Bracket Loading Mtotal ••= OTMdouble f Mtotal b Sx Fb • = 0.6•Fy fb — = 0.319 Fb BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave, Suite 101 Fresno, Califomia 93711 (559) 222-9600 (559) 222-9633 Fax Sx := 0.863 • in3 Mtotal = 5947.515in•Ib fb = 6891.674 psi Fb = 21600 psi 0.319 < 1.0 OK Copyright 2010 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040 - anchorage.mcd Engineer: TT l9 Overturning Analysis of Wall Units - Single Side Loaded Dshelf 16 • in Depth of Shelf Danchor 28•in Distance to Anchor N := 2 Number of Anchors per shelf bay Fp = 12.443 Ib Fp.total Fp'4 Fp.total = 49.77 Ib OTMsingle = 2973.757 in. Ib M P Dshelf Mresist 93.333 I" resist := vert' 2 resist Uplift := (OTMsingie) — (Mresist) Uplift = 66.206 Ib Danchor Uplift TAnchor N Tension Force TAnchor = 33.103 Ib F V p.total Shear Force VAnchor Ib Anchor �= Anchor = N Anchors are 3/8" dia x 2" effective embedment Hilti Kwik Bolt TZ (ICC ESR -1917) Vallow 999•Ib Tallow 1006•Ib Check Combined Stress on Anchors (VAnchor TAnchor Vallow Tallow ) BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave, Suite 101 Fresno, Califomia 93711 (559) 222-9600 (559) 222-9633 Fax = 0.058 0.058 < 1.0 OK Copyright 2010 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040 - anchorage.mcd Engineer: TT Za Overturning Analysis of Wall Units - Double Side Loaded Dshelf 16•in Danchor 28•in N := 2 Fp = 12.443 Ib Fp.total Fp•4.2 Depth of Shelf Distance to anchor Number of Anchors per two shelf bay Lateral Force per shelf Fp.total = 99.54 Ib OTMdouble = 5947.515in•Ib Dshelf Dshelf Mresist Pvert' 2 + Pvert' 2 + 20•in Mresist = 5040 in Ib Uplift :_ (OTMdouble) — (Mresist) Uplift = 32.411 Ib Danchor Uplift TAnchor N F p.total VAnchor N Tension Force Shear Force TAnchor = 16.206 Ib VAnchor = 49.77 Ib Anchors are 3/8" dia x 2" effective embedment Hilti Kwik Bolt TZ (ICC ESR -1917) Vallow 999•Ib Tallow 1006•Ib Check Combined Stress on Anchors ( VAnchor TAnchor + = 0.066 Vallow j Tallow BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave, Suite 101 Fresno, Califomia 93711 (559) 222-9600 (559) 222-9633 Fax 0.066 < 1.0 OK Copyright 2010 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040 - anchorage.mcd Engineer: TT Z( Overturning Analysis of Wall Units - Single Side Top Shelf Only Loaded Dshelf 16•in Depth of Shelf Danchor 28 • in Distance to Anchor N := 2 Number of Anchors per shelf bay Fp = 12.443 Ib Fp.total Fp Fp.total = 12.443 Ib OTMtop.single = 995.4in•Ib Mresist (DI -shelf LL l Dshelf M resist = 23.333 Ib•ft resist shelf shelf) ' 2 Uplift := (OTMtop.single) — (Mresist) Uplift = 25.55 Ib Danchor Uplift TAnchor N Tension Force TAnchor = 12.775 Ib V _ Fp.total Shear Force V — 6.221 Ib Anchor •— N Anchor — Anchors are 3/8" dia x 2" effective embedment Hilti Kwik Bolt TZ (ICC ESR -1917) Vallow 999•Ib Tallow 1006•Ib Check Combined Stress on Anchors VAnchor\ Vallow i + (TAnchor� Tallow BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave, Suite 101 Fresno, Califomia 93711 (559) 222-9600 (559) 222-9633 Fax = 0.019 0.019 < 1.0 OK Copyright 2010 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040 - anchorage.mcd Engineer: TT Overturning Analysis of WaII Units - Double Side Loaded Dshelf 16 -in Depth of Shelf Danchor 28•in Distance to Anchor N := 2 Number of Anchors per two shelf bay Fp = 12.443 Ib Lateral Force per shelf Fp.total Fp'2 Fp.total = 24.885 Ib OTMtop.double = 1990.8in -Ib Ni M :_ (shelf + LL 1 [Dshelf + Dshelf + 20•in resist shelf shelf) ' 2 2 / Mresist = 1260 in • Ib Uplift := (OTMtop.double) — (Mresist) Uplift = 26.1 Ib Danchor Uplift TAnchor N Tension Force TAnchor = 13.05 Ib Fp.total VAnchor N Shear Force VAnchor = 12.443 Ib Anchors are 3/8" dia x 2" effective embedment Hilti Kwik Bolt TZ (ICC ESR -1917) Vallow 999 -Ib Tallow 1006•Ib Check Combined Stress on Anchors VAnchor\ Vallow j + ( TAnchor Tallow BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave, Suite 101 Fresno, Califomia 93711 (559) 222-9600 (559) 222-9633 Fax = 0.025 0.025 < 1.0 OK Copyright 2010 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040 - anchorage.mcd Engineer: TT -Z3 Slab Analysis - double sided gondola (Puncture) check concrete strength per ACI 11.12.2.1 Widthleg := 1.0•in Depthleg := 1.0•in tslab := 4•in fc := 2500 •psi 4) := 0.65 bo := Widthleg + Widthleg R Depthleg as := 40 Base leg dimensions - per 1/SA2.1 tslab\ + De th + tslab\ 2 , p leg 2 interior column Vn.1 := 2 + R • fcsi'bo'tslab Vn.2 ._ "as'tslab \ + 2 •Jfc•psi•(bo'tslab) bo Vn.3 := (4) • Jfc•psi•(bo'tslab) Vn Vn.3 Pvert = 140 Ib OTMdouble = 495.626 Ib•ft Danchor = 2.333 ft OTM double Pmoment Danchor Ptotal 1.7Pvert + "Pmoment Ptotal = 0.144 4) •Vn BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave, Suite 101 Fresno, California 93711 (559) 222-9600 (559) 222-9633 Fax slab thickness bo = 0.5 ft 13 =1 eq 11 -33 Vn 1 = 7200 Ib eq 11 -34 Vn 2 = 34400 Ib eq 11 -35 Vn.3 = 4800 Ib governs Pmoment = 212.411 Ib Ptotal = 450.411 Ib 0.144 < 1.0 Puncture OK Copyright 2010 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040 - anchorage.mcd Engineer: TT ZI Slab Tension Widthanchor 1.4375•in Depthanchor 1.0625•in allow 1500•psf Ptotal Areabearing allow Lbearing JAreabearing Anchor Bracket dimensions - per 5/SA2.1 B := JWidthanchor Depthanchor + tslab :_ bearing – B 2 (aallow'1• in) •I 2 Mconc •_ 2 S := tslab2'1•in cons : 6 fconc := 5•(I)•Vfc•Psi fb Mconc Fb Sconc'fconc fb — = 0.005 Fb BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave, Suite 101 Fresno, California 93711 (559) 222-9600 (559) 222-9633 Fax 0.005 < 1.0 Areabearing = 0.3 ft2 bearing = 6.576 in B = 5.236 in I = 0.67 in Mconc = 2.337 in. lb Sconc = 2.667 in3 f conc = 23400 12 ft fb = 2.337in•Ib Fb = 433.333in•Ib OK Copyright 2010 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040 - anchorage.mcd Engineer: TT Z' BACKROOM STORAGE FIXTURE DLshelf 5 • Ib LLshelf 40•Ib F :_ Cs • ( DLshelf + LI-shelf) Pshelf DI-shelf + I-1-shelf Pshelf = 45 Ib Dead Load per Shelf Live Load per Shelf Fp = 15.997 Ib Use 1/2 the space between shelves for the center of mass of the shelves and products. h1 := 18 + 24 •in h2 := 42 + 24 • in h3 := ( 6 6 + • i 2 h4 := 90 + 24 • in 2 Cv.1 Pshelf'(h1 + h2 + h3 + h4) Cv.2 :_ Pshelf' h2 Pshelf' ( h 1 + h2 + h3 + h4� Pshelf h3 Cv.3 Pshelf'(h1 + h2 + h3 + h4) Cv.4 :_ Pshelf' h4 Pshelf'(h1 +112 + h3 +114) Pshelf'h1 BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave, Suite 101 Fresno, Califomia 93711 (559) 222-9600 (559) 222-9633 Fax h1 = 30in h2 = 54 in h3 = 78 in h4 = 102 in Cv1 = 0.114 Cv 2 = 0.205 Cv.3 = 0.295 Cv.4 = 0.386 Copyright 2010 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040- anchorage.mcd Engineer: TT Static Overturning The Shelving Unit has a total of 4 shelves Pvert (DI-shelf + LLshelf)'4 Depthshelf 24 -in Lateral Overturning OTMseismic Fp Element 1st Shelf 2nd Shelf 3rd Shelf 4th Shelf Pvert = 180 Ib h (in) H (in) Cv Fp (Ib) Overturning (in -Ib) 30 30 0.114 15.9975 • 479.925 24 : 54 0.205 15.9975 863.865. 24 78 0.295 15.9975 1247.805 24 102 0.386 15.9975: 1631.745 Sum Fp = : 63.99 iSum Overturning = 4223.3: OTMseismic OTMseismic'Ib•in OTMtotal OTMseismic OTMtop.shelf Fp • 102 • in OTMseismic = 4223.34 in Ib OTMtotal = 4223.34 in- Ib OTMtop.shelf = 1631.745 in Ib Transverse Loading Each shelving rack has 4 shelves Fp.trans Cs'(DI-shelf + LLshelf)'4 Fp.trans = 63.99 Ib BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave, Suite 101 Fresno, Califomia 93711 (559) 222 -9600 (559) 222 -9633 Fax Copyright 2010 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040 - anchorage.mcd Engineer: TT 27 Column Design Aeff := 0.219•1n2 SX := 0.064 • in3 IX := 0.055 •in4 ly := 0.0245 •in4 Fy := 36•ksi Oc := 1.67 Axial Loading Fe • 2 i2•E F (K.L rX y =l8ksi 2 Fn := Fe Pn •= Aeff•Fn Pn Pa - =— • S2 c Pvert = 180 Ib Pvert Pcol 4 Pcol = 0.042 Pa BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave, Suite 101 Fresno, Califomia 93711 (559) 222 -9600 (559) 222 -9633 Fax K := 1.0 L := 96•in rX := 0.510•in ry := 0.34•in E := 29500•ksi Of := 1.67 Fe = 8.217 ksi Fy Fe< 2 Fn = 8.217 ksi Pn = 1799.549 Ib Pa = 1077.574 Ib Pcol = 45 Ib 0.042 < 1.0 OK Copyright 2010 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040- anchorage.mcd Engineer: TT Z8 Flexural Loading Mtotal 4 OTMtotal Myield := Sx' Fy Mallow Myield Qf Unity Check - Pcol Mtotal + = 0.807 Pa Mallow BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave, Suite 101 Fresno, Califomia 93711 (559) 222-9600 (559) 222-9633 Fax Mtotal = 1055.835 in. Ib Myield = 2304 in. Ib Mallow = 1379.641 in. lb 0.807 < 1.0 OK Copyright 2010 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040 - anchorage.mcd Engineer: TT Z9 Overturning Analysis of Storeroom Shelving Units There are two anchors located front and back of each shelf to resist overturning and shear forces Depthshelf = 24 in d := 18 • in Resisting Arm Length N := 2 Fp = 15.997 Ib Condition A - All shelves loaded Fp.total Fp4 OTMseismic = 351.945ft•Ib ■ Depthshelf Mresist := Pvert 2 Uplift := (OTMseismic) — (Mresist) d Uplift TAnchor N F p.total VAnchor N Number of Anchors Fp.total = 63.99 Ib moment per shelf moment per shelf Mresist = 180 lb-ft Uplift = 114.63 Ib TAnchor = 57.315 Ib Tension Force Shear Force VAnchor = 31.995 Ib Anchors are 3/8" dia x 2" effective embedment Hilti Kwik Bolt TZ (ICC ESR -1917) Vallow 999•Ib Tallow 1006.1b Check Combined Stress on Anchors VAnchor TAnchor Vallow Tallow BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Herndon Ave, Suite 101 Fresno, California 93711 (559) 222 -9600 (559) 222 -9633 Fax = 0.089 0.089 < 1.0 OK Copyright 2010 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040 - anchorage.mcd Engineer: TT 30 Condition B - Top shelf Fully loaded Fp.total Fp OTMtop.shelf = 1631.745 in•Ib Depthshelf Mresist [(DLshelf+ LI-shelf) ' 2 Uplift :_ (OTMtop.shelf) — (Mresist) d TAnchor N Uplift F p.total VAnchor N Tension Force Shear Force Fp.total = 15.997 Ib Mresist = 45 Ib•ft Uplift = 60.652 Ib TAnchor = 30.326 Ib VAnchor = 7.999 Ib Anchors are 3/8" dia x 2" effective embedment Hilti Kwik Bolt TZ (ICC ESR -1917) Vallow 999•Ib Tallow 1006•Ib Check Combined Stress on Anchors IVAnchor� (TAnchorl Vallow j ` Tallow j BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave, Suite 101 Fresno, Califomia 93711 (559) 222-9600 (559) 222-9633 Fax = 0.038 0.038 < 1.0 OK Copyright 2010 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040 - anchorage.mcd Engineer: TT Hold Down Strap Analysis Attach Hold Down strap to Cube Space Stretcher using #10 TEK Screw Properties - Hold Down Strap Fy := 36 • ksi SX := 0.863 • in3 Aw := .1495.in2 Area for Shear Ag := 0.07475 in2 Area for Tension Cv := 1.0 Vn := 0.6•Fy•Aw•Cv Vn = 3229.2 Ib Pn := Fy•Ag Pn = 2691 Ib Qv := 1.5 Sgt := 1.67 Vn Vallow v Vallow = 2152.8 Ib Pn Pallow S2 Pallow = 1611.377 Ib t IBRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave, Suite 101 Fresno, Califomia 93711 (559) 222-9600 (559) 222-9633 Fax Copyright 2010 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040 - anchorage.mcd Engineer: TT 32- Strap Loading - Shear Fp.total Fp'4 Fp.total = 63.99 Ib Vstrap Fp.total 4 Vstrap = 15.997 Ib Vstrap = 0.007 Vallow Strap Loading - Tension Tstrap TAnchor Tstrap = 0.03 Tallow Tekallow 1480•Ib Vstrap = 0.011 Tekallow BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave, Suite 101 Fresno, Califomia 93711 (559) 222-9600 (559) 222-9633 Fax 0.007 < 1.0 OK 0.03 < 1.0 OK 0.011 < 1.0 OK Tstrap = 30.326 Ib Copyright 2010 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040- anchorage.mcd Engineer: TT 33 Slab Analysis - (Puncture) check concrete strength per ACI 11.12.2.1 Width leg := 1.5-in Depthleg := 0.656•in tslab 4•in fc := 2500•psi := 0.65 Upright leg dimensions - per 17/SA2.1 130 := ('VVidthieg + tslab + Depthleg + tslab 2 2 1 Widthleg R ' Depthieg as := 40 interior column Vn.1 := 2 + 4 • Jfc•psi•bo'tslab as'tslab Vn.2 := b + 2 fc'psl'(bo'tslab) 0 Vn.3 := (4)•4fc•psi•(bo'tslab) Vn := Vn.3 Pvert = 180 Ib eq 11 -33 eq 11 -34 eq 11 -35 slab thickness bo = 0.513 ft = 2.287 Vn 1 = 4616.179 Ib Vn 2 = 34462.4 Ib Vn.3 = 4924.8 Ib governs OTMtotal = 351.945 lb-ft Depthshelf = 2 ft OTMtotal Pmoment Depth P 175.973 lb shelf moment = Ptotal 1.7Pvert + 1.OPmoment Ptotal = 481.972 Ib Ptotal = 0.151 IBRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave, Suite 101 Fresno, California 93711 (559) 222-9600 (559) 222-9633 Fax 0.151 < 1.0 Puncture OK Copyright 2010 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040 - anchorage.mcd Engineer: TT 3�( Slab Tension Widthanchor 1.25 • in Depthanchor °.5625* in callow 1500.psf Areabearing Ptotal callow Hold Down Strap dimensions - per 19/SA2.1 Areabearing = 0.321 ft 2 Lbearing JAreabearing Lbearing = 6.802 in B :_ "Widthanchor Depthanchor + tslab B = 4.839 in Lbearing – B I = 0.982 in 2 (dallow'1•in)•I 2 Mconc •= 2 Mconc = 5.021 in•Ib S := tslab2' 1 • In conc 6 (conc := 5.4 /fc•psi fb Mconc Fb Sconc'fconc fb — = 0.012 Fb BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave, Suite 101 Fresno, Califomia 93711 (559) 222 -9600 (559) 222 -9633 Fax 2.667 in3 Sconc = f conc = 23400 12 ft fb = 5.021 in•Ib Fb = 433.333 in•Ib 0.012 < 1.0 OK Copyright 2010 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040 - anchorage.mcd Engineer: TT 5 SEISMIC ANALYSIS OF FREEZER/COOLER ANCHORAGE Tukwila, Washington Design Parameters Code = 2006 IBC Wind = N/A (indoor application) Seismic = Site Class D Ss = 1.422 Ip = 1.0 Rp = 2.5, ap = 1.0 Steel fy (A36) = 36 ksi Typical Bolts = A307 Epoxy anchors = 3/8" anchor bolt with 2 3/4" min. embedment Epoxy Anchors (ICC ESR -2322) or approved equal Concrete fc = 2500 psi (assumed minimum slab strength) Allowable Soil Bearing Pressure = 1500 psf Scope This analysis will justify that the anchorage of the Walk -in Freezer /Cooler unit and /or the Reach -In Freezer /Cooler unit is adequate to resist the expected seismic forces for overturning and sliding. The seismic design is for the worst case seismic conditions found in Washington. The purpose of this approach is to create a uniform racking and anchorage system throughout all Dollar Tree Stores that meets the applicable code requirements regardless of the stores location and its corresponding seismic design parameters within the state. The shelving structural systems are based on the requirements of the ASCE 7 -05 section 13.3.1 (Architectural Components). The design of the Freezer /Cooler units is by others. BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave., Suite 101 Fresno, California 93711 (559) 222-9600 (559) 222-9633 Fax Copyright 2009 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040 - FreezerCooler.mcd Engineer: TT Walk -In Freezer /Cooler Seismic Overturning /Sliding Forces on the Walk -In Freezer /Cooler Unit Based on the 2006 IBC & Project Specifications The Freezer /Cooler unit is an interior component and will not be experience any wind loading. Seismic Forces for the Freezer /Cooler unit attachment will be per ASCE 7 -05 Eq. 13.3 -1. Seismic Loading Site Class D Ss := 1.422 Fa := 1.0 2 Sds := 3 •Fa•Ss Sds = 0.948 Ip := 1.0 ap := 1.0 Rp := 2.5 Spectral Response Acceleration, Short Period Importance Factor Storage Cabinet per Table 13.5 -1 Storage Cabinet per Table 13.5 -1 z := 0•ft Height of Attachment H := 15 .ft Height of Roof Component Weights W1 := 3824•Ib Unit Weight per Manufacturer W2 := 90•Ib Condenser 1 W3 := 275 • Ib Condenser 2 Wp:= W1 +W2 +W3 W = 4189 lb BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave., Suite 101 Fresno, California 93711 (559) 222-9600 (559) 222-9633 Fax Freezer /Cooler Unit Weight Copyright 2009 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040 - FreezerCooler.mcd Engineer: TT 37 0.4 ap Sds•Ip'Wp R Fp.1 := 1 + 2' H ASCE 7 -05 EQ. 13.3 -1 Fp .1 = 635 Ib Fp.max 1.6•Sds•Ip.Wp Fp.max = 6353.875 Ib Fp.min := 0.3 •Sds' Ip. Wp Fp.min = 1191.352 Ib governs Fp := Fp.min Fp = 1191.352 Ib Project required seismic Toad Freezer /Cooler Unit Dimensions h := 96•in Unit Height d := 94.125.in Unit Width I := 180•in Unit Length Overturning Forces: Load Combination: 0.6D +0.7E Seismic force are assumed to conservatively act at the center of mass of the freezer /cooler unit which is taken as 2/3 h. OTM := 0.7•F p• 3 h • RM := (0.6- 0.14•Sds)•Wp•2•d RM = 7676.819 Ib•ft RM = 1.726 OTM BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave., Suite 101 Fresno, Califomia 93711 (559) 222-9600 (559) 222-9633 Fax OTM = 4447.713 Ib•ft Resisting moment 1.726 > 1.0 Anchors not required for overturning Copyright 2009 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040- FreezerCooler.mcd Engineer: TT Sliding Forces: To resist the seismic sliding forces there will be 6 brackets each with two 3/8" dia anchors. There will be 2 brackets at the exterior walls and at each corner of the freezer /cooler unit. The anchors will be epoxied to the existing floor using Hilti RE 500 -SD epoxy (ICC ESR -2322) F P = 1191.352 Ib n: =12 Fp Vanchor = n Vallow •= 549•Ib Vanchor = 0.181 Vallow BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave., Suite 101 Fresno, Califomia 93711 (559) 222-9600 (559) 222-9633 Fax Seismic Load for Unit Number of Anchors Vanchor = 99.279 Ib Allowable Shear Strength see below 0.181 < 1.0 anchorage ok Copyright 2009 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040 - FreezerCooler.mcd Engineer: TT lq Slab Analysis - (Puncture) check concrete strength per ACI 11.12.2.1 Widthbracket 3•0•in Lengthbracket 11.0•in tslab 4•in fc := 2500-psi 4 := 0.65 := tslab + Length bo Widthbracket + bracket + tslab 2 2 Widthbracket R Length bracket as • = 40 interior column H'Vfc'bso'tslab Vn.1 := 2 + i•b .as't \ slab Vn.2 := b + 2 •Jfc'psl'(bo'tslab) o Vn.3 := (4)•Jfc•psi•(bo'tslab) Vn := Vn.3 slab thickness bo =1.5ft R = 0.273 eq 11 -33 Vn 1 = 60000 Ib eq 11 -34 Vn 2 = 39200 Ib eq 11 -35 Vn.3 = 14400 Ib governs Wp Pvert 6 Pvert = 698.167 Ib OTM • 1 Pmoment d 3 Pmoment = 189.013 Ib Ptotal 1•7Pvert +' .°Pmoment Ptotal = 0.147 4 •Vn Ptotal = 1375.896 Ib 0.147 < 1.0 Puncture OK BRAD YOUNG 8 ASSOCIATES Copyright 2009 Brad Young & Associates STRUCTURAL ENGINEERING Print Date: 3/29/2010 1320 W. Herndon Ave., Suite 101 File Name: 10040- FreezerCooler.mCd Fresno, California 93711 (559) 222 -9600 (559) 222 -9633 Fax Engineer: TT io Slab Tension gallow 1500 • psf Ptotal Areabearing := `f 0.917 = 0.917 ft2 Lbearing JAreabearing Lbearing = 11.493 in B :_ , JWidthbracket• Lengthbracket + tslab B = 9.745 in I Lbearing — B I = 0.874 in 2 (gallow•1•in).12 Mconc = 2 Mconc = 3.98 in • lb Sconc tslab2.1"In 6 fconc := 5.4• Jfc•psi fb Mconc Fb Sconc•fconc fb — = 0.009 Fb BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave., Suite 101 Fresno, California 93711 (559) 222-9600 (559) 222-9633 Fax Sconc = 2.667 in3 f cons = 23400 12 ft fb = 3.98in•Ib Fb = 433 • 333 0.009 < 1.0 OK Copyright 2009 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040- FreezerCooler.mcd Engineer: TT Reach -In 3 -Door Freezer /Cooler Seismic Overturning /Sliding Forces on the Walk -In Freezer /Cooler Unit Based on the 2006 IBC & Project Specifications The Freezer /Cooler unit is an interior component and will not be experience any wind loading. Seismic Forces for the Freezer /Cooler unit attachment will be per ASCE 7 -05 Eq. 13.3 -1. Seismic Loading Site Class D Ss = 1.422 Fa = 1 2 Sds := 3 •Fa•Ss Sds = 0.948 Ip := 1.0 ap := 1.0 R P .= 2.5 z := 0•ft H: =15.ft Spectral Response Acceleration, Short Period Importance Factor Storage Cabinet per Table 13.5 -1 Storage Cabinet per Table 13.5 -1 Height of Attachment Height of Roof Component Weights W1 := 925•Ib Unit Weight W2 := 240•Ib Condenser Weight W3 := 750•Ib Product per Door n := 3 number of doors Wp := W1 + W2 + (W3•n) Freezer /Cooler Unit Weight W = 3415 lb BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave., Suite 101 Fresno, California 93711 (559) 222 -9600 (559) 222 -9633 Fax Copyright 2009 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040- FreezerCooler.mcd Engineer: TT 1-{Z 0.4•ap•Sds'Ip'Wp z Fp .1 • = 1 + 2 Fi ASCE 7 -05 EQ. 13.3 -1 R P Fp .1 = 518 Ib Fp.max 1.6•Sds•Ip•Wp Fp.max = 5179.872 Ib Fp.min 0.3•Sds•Ip•Wp Fp.min = 971.226 Ib governs Fp := Fp.min Fp = 971.226 Ib Project required seismic load Freezer /Cooler Unit Dimensions h := 96•in Unit Height d := 33.in Unit Width I := 92.5•in Unit Length BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave., Suite 101 Fresno, Califomia 93711 (559) 222-9600 (559) 222-9633 Fax Copyright 2009 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040- FreezerCooler.mcd Engineer: TT Overturning Forces: Narrow direction Load Combination: 0.6D +0.7E Seismic force are assumed to conservatively act at the center of mass of the freezer /cooler unit which is taken as 2/3 h. OTM := 0.7-FP--3 .h RM := (0.6- 0.14•Sds)•Wp•2•d RM = 2194.172 Ib•ft RM = 0.605 OTM OTM = 3625.91 Ib•ft Resisting moment 0.605 < 1.0 Use anchors to resist Overturning Force Overturning Analysis - Anchor Design There are multiple brackets attached to the reach -in freezer /cooler at the front and rear of the unit and there will be a minimum of (4) anchors resisting the overturning at any time. d = 33 in N := 4 Number of Anchors per Unit F = 971.226 Ib OTM = 3625.911b.ft RM = 2194.172 Ib•ft Uplift := (OTM) — (RM) d Uplift Tanchor .= N Tallow 448.1b Tanchor = 0.291 Tallow BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Herndon Ave., Suite 101 Fresno, California 93711 (559) 222-9600 (559) 222-9633 Fax Tension Force RM = 2194.172 Ib•ft Uplift = 520.632 Ib Tanchor = 130.158 Ib for 3/8" anchor, see below 0.291 < 1.0 Copyright 2009 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040 - FreezerCooler.mcd Engineer: TT Overturning Forces: Long Direction Load Combination: 0.6D +0.7E Seismic force are assumed to conservatively act at the center of mass of the freezer /cooler unit which is taken as 2/3 h. OTMLong 0.7•Fp 3 •h RMLong := (0.6 — 0.14•Sds) •Wp• •I OTMLong = 3625.91 Ib•ft RMLong = 6150.33 Ib•ft Resisting moment RMLong = 1.696 1.696 > 1.0 OTMLong Anchors not required for overturning BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave., Suite 101 Fresno, Califomia 93711 (559) 222-9600 (559) 222-9633 Fax Copyright 2009 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040 - FreezerCooler.mcd Engineer: TT Sliding Forces: To resist the seismic sliding forces there will be a minimum of 4 brackets each with (3) 3/8" dia anchors. There will be a bracket at each corner of the freezer /cooler unit. The anchors will be epoxied to the existing slab with Hilti RE 500 -SD epoxy (ICC ESR -2322) F P = 971.226 Ib n := 12 Fp Vanchor Vallow 549•Ib Vanchor Vallow = 0.147 Interaction: Seismic Load for Unit Number of Anchors Vanchor = 80.935 Ib Allowable Shear Strength see below 0.147 < 1.0 anchorage ok Check anchors for interaction of both shear and tension forces. Vanchor = 80.935 Ib Vallow = 549 Ib Tanchor = 130.158 Ib Tallow = 448 Ib Vanchor Tanchor Vallow Tallow BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave., Suite 101 Fresno, Califomia 93711 (559) 222 -9600 (559) 222 -9633 Fax = 0.438 0.438 < 1.2 OK Copyright 2009 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040- FreezerCooler.mcd Engineer: TT L( Verify the Slab is ok for the puncture forces (from the 3 door Reach -In Freezer Cooler). Check the area of the anchorage clips over the slab for the puncture forces. Slab Analysis Widthbracket 3.0•in Length := 20.0 -in tslab = 4•in fc := 2500•psi := 0.65 b ('Widthbracket + tslab + Length + 2 bracket Widthbracket R Len th g bracket as := 40 interior column Vn.1 := (2+JfcPsibotsIab as'tslab Vn.2 := b + 2 • Jfc•psl•(bo'tslab) 0 Vn.3 := (4)•Vfc•psi•(bo'tslab) tslab 2 slab thickness bo = 2.25 ft R = 0.15 eq 11 -33 Vn 1 = 154800 Ib eq 11 -34 Vn 2 = 42800 Ib eq 11 -35 Vn.3 = 21600 Ib governs Vn := Vn.3 Pvert Pvert = 853.75 Ib 4 Pmoment OTM• 1 2 d Ptotal := 1.7Pvert + 1.OPmoment Ptotal = 0.15 4•Vn BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave., Suite 101 Fresno, Califomia 93711 (559) 222-9600 (559) 222-9633 Fax Pmoment = 659.256 Ib Ptotal = 2110.631 Ib 0.15 < 1.0 Puncture OK Copyright 2009 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040 - FreezerCooler.mcd Engineer: TT K7 Slab Tension aallow 1500•psf Areabearing Ptotal aallow Areabearing = 1.407 ft2 Lbearing NiAreabearing Lbearing = 14.234 in B :_ N/Widthbracket' Lengthbracket + tslab B = 11.746 in Lbearing — B I := I = 1.244 in 2 aallow' 1 'in) .12 Mconc •= 2 Mconc = 8.063 in. lb 2 ' 1•in Boom tslab 6 Boom = 2.667 in 3 fconc 5'4 Jfc•psi fconc = 23400 I2 ft fb Mconc fb = 8.063 in.lb Fb Sconc'fconc Fb = 433.333in•Ib fb — = 0.019 Fb BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave., Suite 101 Fresno, Califomia 93711 (559) 222 -9600 (559) 222 -9633 Fax 0.019 < 1.0 OK Copyright 2009 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040- FreezerCooler.mcd Engineer: TT Check the allowable strength of the epoxy anchors per ICC ESR -2322. The new anchors will be embedded a minimum of 2 3/4" into the existing slab and will have no edge considerations. The new anchors will be 9" spacing and will not effect the anchorage of the adjacent anchors. Worst Case Anchor Bolt Check per ACI 318 4N.concrete .65 From ESR -2322 - Concrete failure controls the design 4V.concrete := .75 aV.seis 0.70 Seismic Factors for Seismic Design Categories C, D, E aN.seis 0•65 and F fc • = 2500 Concrete Strength Tensile Check n := 1 Number of anchors hef := 2.75 Embedment (in) ca.min 9.0 Minimum edge distance (in) Steel Anchor In Tension do := 0.375 Anchor diameter Nsa := 9685•Ib Per Table 7 ICC ESR -2322 BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave., Suite 101 Fresno, Califomia 93711 (559) 222-9600 (559) 222-9633 Fax Copyright 2009 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040 - FreezerCooler.mcd Engineer: TT q Pullout Strength of Anchor In Tension tk.uncr := 2285 tk.uncr Tk.cr 1090 aN.seis tk.uncr Scr.Na 20.do 1450 Scr.Na ccr.Na 2 = 2285 per Table 9 ICC ESR -2322 tk.cr = 708.5 Scr.Na 9.415 ccr.Na = 4.708 per Table 9 ICC ESR -2322 projected area of failure area with edge distance considerations per ICC ESR -2322 ANa (ccr.Na + ccr.Na)'(ccr.Na + ccr.Na) ANa = 88.642 projected area of failure without edge distance considerations per ICC ESR -2322 ANao (Scr.Na)'(Scr.Na) ANao = 88.642 Nao k.cr'n'do' cac := 2.5 • hef ca.min = 1.309 cac `1'p.Na := 1.0 her Ib 1.309 > 1.0 use IYp.Na = 1.0 ANa Na := ANao ljp.Na'Nao Na = 2295.375 Ib BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Herndon Ave., Suite 101 Fresno, Califomia 93711 (559) 222-9600 (559) 222-9633 Fax Nao = 2295.375 Ib cac = 6.875 Tp.Na = 1 Copyright 2009 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040 - FreezerCooler.mcd Engineer: TT 5b Breakout Strength of Anchor In Tension hef = 2.75 Embedment (in) ca.min = 9 Minimum edge distance (in) projected area of failure area with edge distance considerations ANc ._ (1.5•hef+ 1.5•hef)•(1.5•hef+ 1.5•hef) ANc = 68.063 projected area of failure without edge distance considerations ANCO = (2.1.5• hef) •(2.1.5 hef) ANco = 68.063 kc := 17 Nb := S.Ib WecN 1 TedN := 1.0 Y'cN 1.4 cac := 2.5 'hef 24 for cast in anchors and 17 for post installed anchors Nb = 3876.305 Ib Modification factor for groups of anchors loaded eccentrically. (equals 1 for non groups & concentrically loaded groups) Modification factor for edge effects for groups of anchors and single anchors. (equals 1 when ca.min >= 1.5 hef) Modification factor for anchors in cracked or uncracked concrete. Use 1.4 for Post Installed Anchors. cac = 6.875 Modification factor for post installed anchors (equals 1 for cast in place anchors) ca.min = 1.309 cac 1.309> 1.0 use WcpN= 1.0 `1'cpN := 1.0 ANc Ncb A WecN'TedN'cN'tl'cpN•Nb Nco BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave., Suite 101 Fresno, Califomia 93711 (559) 222 -9600 (559) 222-9633 Fax Ncb = 5426.827 Ib Copyright 2009 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040- FreezerCooler.mcd Engineer: TT Nsa = 9685 Ib Steel Strength of Anchor in Tension Na = 2295 Ib Pullout Strength of Anchor in Tension Ncb = 5427 Ib Concrete Breakout Strength in Tension Nn := min(Nsa,Na,Ncb) Nn = 2295 Ib .75 Nallowable —2.5 �N.concrete•Nn Nallowable = 448 Ib Nallowable = 448 Ib BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave., Suite 101 Fresno, Califomia 93711 (559) 222-9600 (559) 222-9633 Fax Allowable Tension Copyright 2009 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040 - FreezerCooler.mcd Engineer: TT Shear Check Vsa := 4845•Ib•aV.seis Vsa = 3392 Ib le hef Cal := 9.0 /I ledoratio min d ,8•d0 ■ o From Table 7 ICC ESR -2322 Minimum edge distance in the direction of shear ledoratio = 3 Vb := 8•1edoratio2• do•Fc•ca11.5•lb Vb = 8239 Ib ca2 := 15.0 Minimum edge distance perpendicular to the direction of shear Modification factor for edge effects for groups of anchors and single anchors. (equals 1 when ca.2 >= 1.5 ca.1) 'edV 1.0 `YedV = 1 `1'cV: =1 AV.c := 4.0•(2.1.5•ca1) AV.c = 108 AV.c.o .= 4.5•ca12 AV.c.0 = 364.5 AV .c Vcb `'edV• 'cV•Vb AV.c.o kcp := if(hef < 2.5,1 ,2) kcp = 2 Vcp := kcp' Ncb BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Hemdon Ave., Suite 101 Fresno, Catifomia 93711 (559) 222 -9600 (559) 222 -9633 Fax Modification factor for anchors in cracked or uncracked concrete. Use 1 for cracked concrete. Projected area on the side of the concrete member taking into account edge distances and depth of concrete Projected area on the side of the concrete member without taking into account edge distances and depth of concrete Vcb = 2441 Ib equals 1 for hef < 2.5" and 2 for hef >= 2.5" Vcp = 10854 Ib Copyright 2009 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040- FreezerCooler.mcd Engineer: Tr = 3391.5 Ib Vsa Vcb = 2441.124 Ib Vcp = 10853.655 Ib Vn := min (Vsa ,Vcb , Vcp) Vn = 2441 Ib .75 Vallowable 2 55 WV.concrete'Vn Vallowable = 549 Ib Vallowable = 549 Ib BRAD YOUNG & ASSOCIATES STRUCTURAL ENGINEERING 1320 W. Herndon Ave., Suite 101 Fresno, Califomia 93711 (559) 222-9600 (559) 222-9633 Fax allowable Shear Copyright 2009 Brad Young & Associates Print Date: 3/29/2010 File Name: 10040- FreezerCooler.mcd Engineer: TT RRMM ARCHITECTS Huhn 0. Maddux, Ir. Benjamin S Motley Kevin `f Wt l Donna A I .Ilintt Iaimc G Garcia Duane M I larver Dan II Ilick.,kJr Charles R Krwnmcll Dinna I M.r},nvo Steven \\ Sundcrman David V Cederquist SeniorAdlasor Leigh A Barker Robert S Bea Randell E Brauner Tina M Carr P Lynn Carter Kevin A Deck Joseph C Freeman Jeffrey A Harris David R Jones Jr Phillip B. Meadows Lonnie) Rightmier Kevin M Seymour Lori A Sherwood Larry R Simerson Michael L Smith Chades R Sweitzer • • May 26, 2010 Permit Center City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Re: Dollar Tree — Southcenter Plaza — Tukwila, WA Dear Plans Examiner We have revised the plans for this Dollar Tree per the comments regarding the exterior appearance of the building. Changes are as follows: S heet CS1: Occupancy load calculations changed to reflect the required changes to the floor plan. Sheet D1: Demolition plan revised: correction unrelated to comments. Sheet Al: Floor Plan — Revised to allow for clear glazing on the storefront at the front of the store. Enlarged plans revised to match new layout. Sheet A2: Reflected ceiling plan revised to match new layout. Sheet A3: Elevations revised to match new layout. Elevation A/A3 no longer shows opaque film applied to storefront. Section 1 /A3 added to show new vestibule. CORRECTION RECEIVED JUN 012010 PERMIT CENTER 1317 EXECUTIVE BLVD, SUITE 200 CHESAPEAKE, VA 23320 T: 757.622.2828 F: 757.622.2430 WWW.RRMM.COM RRMM ARCHITECTS John R. Maddux,Ir. Benjamin S Motley Kevin 'r R:di Donna A l lliutt Jaime G Garcia Duane M 1 larser Dan 11 IlickookJr C_hade, R Krummell Dinna F Malmo Steven \C Sun■crman David V Cederquist SeniorAdiiror Leigh A Barker Robert S Berz Randell E Brauner Tina M Carr P Lynn Carter Kevin A Deck Joseph C Freeman Jeffrey A Hams David R. Jones Jr Phillip B. Meadows Lonnie J Rightmier Kevin M Seymour Lori A Sherwood Larry R Simerson Michael L Smith Charles R Sweitzer • • Sheet A4: Sheet A5: For Mechanical, revision bulletin to drawings and further questions Section 3/A4 - Revised; now matches the west wall, does not apply to the glazing at the front of the store. Door Schedule — Door # 600 added. Door Notes: Note to install metal panels in door # 501 removed. Hardware Notes — Hardware added for door #600. Finish Schedule — Vestibule added. Fixture Plan — Revised to match new layout. Electrical, and Plumbing revisions, please refer to drawings and by Dunham Associates, Inc. For structural revisions, please refer revision bulletin by Brad Young & Associates. If you have any or concerns, please feel free to contact me directly. Sincerely, RRMM Architects, Tom Hennessey — Project Manager "CC" Kevin Weare — CDS Associates, LLC John Fox — Dollar Tree 1317 EXECUTIVE BLVD, SUITE 200 CHESAPEAKE, VA 23320 T: 757.622.2828 F: 757.622.2430 WWW.RRMM.COM May 25, 2010 • • may ,�-� ® _ '`` �� �' Jim Haggerton, Mayor epartment of Community Development Jack Pace, Director Kevin Weare CDS Associates 4000 Delridge Way SW #300 Seattle, WA 98106 RE: Correction Letter #1 Development Permit Application Number D10 -099 Dollar Tree — 321 Strander BI Dear Mr. Weare, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Department. At this time the Building, Fire, and Public Works Departments have no comments. Planning Department: Jaimie Reavis at 206 - 431 -3659 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D10 -099 W:\Permit Center \Correction Letters\2010\D10 -099 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 • • PLANNING DIVISION COMMENTS DATE: May 25, 2010 APPLICANT: Kevin Weare, CDS Associates, LLC RE: D10-099 ADDRESS: 321 Strander Blvd. Please review the following comments listed below and submit your revisions accordingly. 1. The development in which the Dollar Tree will be located went through Design Review approval from the Tukwila Board of Architectural Review (BAR). According to section 18.60.030 of the Tukwila Municipal Code, "No changes shall be made to approved designs without further BAR or Director approval and consideration of the change in the context of the entire project; except that the Director is authorized to approve minor, insignificant modifications which have no impact on the project design." The changes proposed to the north facade of the building, including the addition of an infill wall and opaque vinyl film, and the replacement of glazing in the existing storefront system at the northeaster corner of the tenant space with metal panels, will impact the design of the project site by effectively changing windows that provide transparency underneath the pedestrian arcade with blank wall area. The changes as proposed require you to apply for a minor modification to the approved design review. If you are able to leave the glazing on the north face of the building as -is, then a minor modification will not be required. If you have any questions on the requested revision, Jaimie Reavis is the planner assigned to the file and can be reached at 206 - 431 -3659. PLAN R TING SLIP ACTIVITY NUMBER: D10 -099 PROJECT NAME: DOLLAR TREE SITE ADDRESS: 321 STRANDER BL Original Plan Submittal Response to Incomplete Letter # DATE: 06 -01 -10 X Response to Correction Letter # 1 Revision # After Permit Issued DDEEPARTkgrio MENTS:. 'Ru'tlding n j &5 N //�- *--k0 Public Works Aw C/A- tcl-t O i- Fire Prevention Structural Planning Division (9-t0-(a Permit Coordinator II DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: 1K Incomplete DUE DATE: 06-03-10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 07 -01 -10 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 PE t`, :` • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -099 PROJECT NAME: DOLLAR TREE SITE ADDRESS: 321 STRANDER BL X Original Plan Submittal Response to Correction Letter # DATE: 04 -14 -10 Response to Incomplete Letter # Revision # After Permit Issued D PARTMENTS: _ to G �1 ding ''vision III , i itv ublic ks Vv kg, 5.-±0 F �- ire Prevention It Structural JP, APIAirq Planning Division Permit Coordinator IN DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 04 -15-10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required nNo further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions n Notation: REVIEWER'S INITIALS: DUE DATE: 05-13-10 Not Approved (attach comments) gf DATE: Permit Center Use Only CORRECTION LETTER MAILED: 0--tU Departments issued corrections: Bldg ❑ Fire ❑ Ping PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 City OP Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 10 7-23-10 Plan Check/Permit Number: D16 - Q ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 1 after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: CITY0CIEMILA lad. 27 2010 PERMIT a fl -EF, De) [ I t2 i1�) 3 (03 Sii2A RJvd Contact Person: J E5`N20 " RD" s ..TJ Phone Number: 4 J —590 Co (Si p Summary of Revision: 1I 4 4/4/11ge -644' 4-cid'Qss I/N 22/ 3c Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on (�'1�ti1 H \Applications\Forms- Applications On Line \2009-08 Revision Submittal.doc Created: 8 -13 -2004 Revised: 8 -2009 • City of Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us r. Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: A1414y Z'l Zo/ Plan Check/Permit Number: D 10 -099 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 �vOF�ILA ❑ Revision # after Permit is Issued ) JUN .01 2010 ❑ Revision requested by a City Building Inspector or Plans Examiner PERMNDEMER Project Name: Dollar Tree Project Address: 321 Strander Bl Contact Person: VEVINJ V V gE- Phone Number: 2010 795 Z1, 9 Summary of Revision: (4£ W I4 g--0 COV = j2. GtaMlx 7'O Rooms 1- ? - FRon ('r`- i ' SAns i y PLANNiI.((, alp GON1M�' 1 RECEIVED IJUN 01 2010 alfAIRP Sheet Number(s): GS i D L� i4 1, 427 43j 44/ A 5 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: tii) Entered in Permits Plus on O4 Di //0 \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Prier 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 B Davis Inc UBI No. 602002349 Phone 4084364800 Status Active Address 1441 A Teminal Ave License No. BDAVII'000CP Suite /Apt. License Type Construction Contractor City San Jose Effective Date 3/24/2000 State Ca Expiration Date 1/24/2012 Zip 951124314 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 Davis, Bud R &Nbsp; 01/01/1980 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 2 CBIC NB4080 11/20/2001 Until Cancelled $12,000.00 11/26/2001 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 11 LIBERTY SURPLUS INS CORP DGLSF184227064 12/31/2009 12/31/2010 $1,000,000.00 01/04/2010 10 LIBERTY SURPLUS INS CORP DGLSF18422705412/31/2008 12/31/2009 $1,000,000.00 03/09/2009 9 LIBERTY SURPLUS INS CORP DGLSF08422705412/31/2008 12/31/2009 $1,000,000.00 01/05/2009 8 LIBERTY SURPLUS INS CO DGLSF184227044 12/12/2005 12/31/2008 $1,000,000.00 01/03/2008 7 LIBERTY SURPLUS INS CORP DGLSF184227014 12/12/2004 12/12/2005 $1,000,000.00 12/10/2004 6 ARCH SPECIALTY INS CO 72DPC145460 12/12/2003 12/12/2004 $1,000,000.00 12/20/2003 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 07/06/2010 0 N SOUTHCENTER PLAZA TUKWILA, WASHINGTON Deal # 6017 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE Revisions will require a new plan submittal and may include additional plan review fees. PILE COPY Perrn;t No. DIO oq9 Plan review approval is subject to Approval of construction d Ens :no anon of any adopted oc approved field Copy I,$ B t rs and ions. does not authorize or . r: =. Receipt Wedged: an Date:. -Lo City Of Tthkwiia BUILDING D ION S ASRVIATIONS SYMBOLS K PLAN 1 OF DRAIN! AGT ACOUSTICAL CEILING TILE MAX MAXIMUM ADA AMERICAN DISABILITIES AGT MFG, MANUF MANUFACTURE, MANUFACTURER AFF ABOVE FINISHED FLOOR MIN MINIMUM, MINUTE ARCH ARCHITECT, ARCHITECTURAL MTD MOUNTED APPROX APPROXIMATE MTL METAL BD BOARD NIG NOT IN CONTRACT BLDG BUILDING OG ON CENTER GL6 CEILING OPP OPPOSITE GLR CLEAR PEJ PREFORMED EXPANSION JOINT GMU GONGRETE MASONRY UNIT PLAM PLASTIC LAMINATE COL COLUMN PLYWD PLYWOOD DF DRINKING FOUNTAIN PR PAIR OIL DETAIL P51 POUNDS PER SQUARE INCH DWG DRAWING PTD PAINTED EA EACH RELO RELOCATE EIFS EXTERIOR INSULATION FINISH SYSTEM READ REQUIRED ELEV ELEVATION 5G SOLID GORE EQ EQUAL SHT SQUARE FEET EXIST EXISTING EXTING EXTINGUISHER 51M SIMILAR STRUCT STRUGTURAL FE FIRE EXTINGUISHER FR FIRE RATING T THICK, THICKNESS TG TEMPERED GLASS FRP _FIBERGLAS REINFORCED PANEL THRESH THRESHOLD FIN FINISH, FINISHED TYP TYPICAL OOET UL UNDERWRITERS LABORATORIES OOI UON G FIELD VERIFY VGT VINYL COMPOSITION ED GA GAGE VGT GWB GYPSUM WALL BOARD VTR VENT THROUGH ROOF W WIDE, WIDTH H HIGH WD WOOD HDW HARDWARE HM HOLLOW METAL � WITH H6T HEIGHT WWF WELDED WIRE FABRIC HOL HOLLOW AND HORIZ HORIZONTALLY 4 ANGLE HR HOUR ® AT HVAG HEATING, VENTILATION AND AIR CONDITIONING CENTER LINE JT JOINT . DIA DDEGREES IAMETER L LENGTH LONG ' # NUMBER LAM LAMINATE LVT LUXURY VINYL TILE ± PLUS OR MINUS ELEVATION MARKER 4 ELEVATION DATUM KING G5I NOTES, LEGEND, RESPONSIBILITY CHART, AND KEY PLAN DI DEMOLITION PLAN Al FLOOR PLAN, WALL GONSTRUE-FION TYPES, ENLARGED PLANS, DETAILS, AND NOTES A2 REFLECTED CEILING PLAN AND ELEVATIONS A3 ELEVATIONS A4 DETAILS, ELEVATIONS, AND SCHEDULES A5 FIXTURE / EGRESS PLAN AND DETAILS SAI.I ANCHORAGE PLAN SA2.1 FRAMING DETAILS 5A2.2 FREEZER / COOLER ANCHORAGE MPI HVAG PLAN MP2 PLUMBING Pt::1::m5 MP3 MECHANICA ELEGTRIGAL POWER PLAN E2 ELECTRICAL LIGHTING PLAN E3 ELEGTRIGAL SCHEDULES AND RISER D 6 E4 ELECTRICAL SPECIFICATIONS BURGER DOLLAR TREE KIM'S MONGOLIAN GRILL WASHINGTON- MUTUAL BANK - A BREAK LINE X ENLARGED DETAIL INDICATOR A/ /f/ % / ji® ®11 ` EXISTING DOOR ANDOVER P/ PARKING TARGET l X WALL SECTION MARKER PARKING ,� �,/ ` NEW DOOR r STRANDER BOULEVARD / x x INTERIOR ELEVATION MARKER : _ ::::::::: .:..:..:.. GYPSUM WALL BOARD � SLEEP COUNTRY ZOOPA LIANEl DEMOLITION NOTE WOOD TRIM f X WALL CONSTRUCTION TYPE � // NEW CONSTRUCTION WALL SCALE: NONE H:\200g \og21g- 00_QOLLAR_ TREE _2010_GONT\Ig24 \oIg24A_KPOIdwg °'' NORTH - SEPARATE PERMIT REQUIRED FOR: echani illrEfectrical numbing 9 Gas Piping P „y City of Tukwila Skf'�_�lPuCa DIVISION - GENERAL. I I . REVISION MARKER •-- - - - -- '•.w..$$••$ ;;;; _.-- .tttttt GMU ONLY 1. IN ACCORDANCE WITH CHAP I ER 11, ACCESSIBILITY - SECTIONS 1104 AND 1106 OF THE NTERNATIONAL BUILDING CODE 2006 EDITION THE EXTERIOR ROUTES OF TRAVEL AND � � ACCESSIBLE PARKING ARE EXISTING PRIOR TO THE OCCUPANCY OF THE NEW TENANT. NO CHANGE OF OCCUPANCY OR EXTERIOR SITE MODIFICATION SHALL OGGUR WITHOUT PRIOR PERMITTING AND COMPLIANCE TO ABOVE MENTIONED GODS. REQUIRED SITE DEVELOPMENT OR COMPLIANCE TO ABOVE MENTIONED CODE SHALL BE SOLE RESPONSIBILITY OF LANDLORD AND /OR OWNER OF EXISTING BUILDING AND 511E. D5 DETAILS AND SPEGIFIGATIONS EM -I ENERGY MANAGEMENT PLAN EM -2 ENERGY MANAGEMENT PLAN EM -3 ENERGY MANAGEMENT PLAN EM -4 ENERGY MANAGEMENT PLAN O DOOR NUMBER ;- CONCRETE PRQJ!CT I RECTORY SU U *IMY NAL NOTS L NEA ViOR, NOTE OTES RESPONSI5 !SONSI II TY CHART ARCHITECT APPLICABLE BUILDING CODE: INTERNATIONAL BUILDING CODE 2006 APPLICABLE PLUMBING CODE: UNIFORM PLUMBING GODS 2006 USE GROUP: M - MERGANTILE CONSTRUCTION TYPE: VB NUMBER OF STORIES: ONE SPRINKLERED: YES TOTAL LEASE AREA 1,544 5F I. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND NATIONAL GODES AND REGULATIONS. GONSTRUGTION SHALL ALSO COMPLY WITH LANDLORD'S CRITERIA (UNLESS PRECLUDED BY GODS)... 2. ALL WOOD FRAMEWORK, WOOD BLOCKING AND PLYWOOD SHALL BE FIRE RETARDANT TREATED PER GODS. 3. ALL FINISH MATERIALS SHALL MEET FLAME SPREAD AND SMOKE DEVELOPMENT RATING GLASS G (OR GLASS 3). 4. WALL CONSTRUCTION BY THE TENANT'S GONTRAGTOR 15 SHOWN HATCHED. 5. TENANT'S CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING GONDITIONS PRIOR TO B10 TO DETERMINE THE EXTENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND THE TENANT OF ANY DISGREPANGIES PRIOR TO BIDDING. 6. ALL MATERIALS INDICATED ARE NEW, UNLESS SPECIFICALLY NOTED AS EXISTING, AND SHALL BE PROVIDED BY THE TENANT'S CONTRACTOR UNLESS OTHERWISE NOTED. REFER TD THE RESPONSIBILITY CHART ON TH15 SHEET. 1. ALL EXISTING MATERIALS TO REMAIN WHIGH ARE DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE PATCHED OR REPAIRED TO MATCH THE EXISTING ADJACENT MATERIALS, 50 THAT THE REPAIR IS :IMPERCEPTIBLE. DURING THE COURSE OF CONSTRUCTION, IF THE CONTRACTOR UNCOVERS ANY GODS VIOLATION KNOWN TO HIM OR ANY DISCREPANCY WITH THE DESIGN, GONTRAGTOR SHALL NOTIFY THE ARCHITECT OF SUCH IMMEDIATELY 1. CONTRACTOR SHALL ASSEMBLE AND INSTALL MATERIALS/ PRODUCTS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND INDUSTRIAL/ASSOCIATION STANDARDS. 10. REFER TO TENANT'S CONSTRUCTION MANUAL FOR ADDITIONAL SPECIFICATIONS NOT SPECIFIED HEREIN. 11. FIELD VERIFY AND /OR REPORT ASBESTOS - CONTAINING MATERIAL TO ARCHITECT AND TENANT UPON DISCOVERY. 12. SMOKE AND FIRE PARTITIONS SHALL BE `CONSTRUCTED PER THE DESIGNATED UL DESIGN AND SHALL BE EXTENDED VERTICALLY TO THE BOTTOM OF THE STRUCTURE ABOVE. PROVIDE FIRE STOPS AND SEAL ALL PIPE AND CONDUIT PENETRATIONS WITH SEALANT THAT COMPLIES WITH THE MINIMUM FIRE RATED REQUIREMENTS FOR THE PARTITION. DUCT PENETRATIONS SHALL BE PROTECTED WITH SMOKE AND/OR FIRE DAMPERS. I• PROVIDE TENANT IDENTIFICATION SIGN AT REAR 13. TENANT'S CONTRACTOR SHALL REMOVE ANY EXISTING SIGNASE DOOR PER LANDLORD'S CRITERIA. THAT HAS PREVIOUS TENANT'S NAME (INTERIOR AND /OR 2. TENANT TO PROVIDE, FOR CONTRACTOR INSTALLATION, (4) EXTERIOR ANY SIGNA&E THAT I5 ) . REQUIRED SHALL BE 2A -1013G RATED FIRE EXTINGUISHERS SIMILAR TO JL INDUSTRIES REPLACED IN LIKE KIND WITH DOLLAR TREE'S NAME. MODEL GOSMIG 5E. LOCATE EXTINGUISHERS AS SHOWN. 14. TENANT'S CONTRACTOR SHALL VERIFY IF THERE 15 AN PROVIDE WALL BRACKETS AND MOUNT GONTROLS AT 54" AFF EXISTING AGGESS PANEL TO TENANT'S SIGNAGE. IF ACCESS MAX. PROVIDE "FIRE EXTINGUISHER" SIGNS ON WALL DIRECTLY PANEL DOES NOT EXIST, INSTALL 2' -O" X 2' -O" ACCESS ABOVE EACH UNIT. CONTRACTOR SHALL HAVE EXTINGUISHERS PANEL EITHER INSIDE AT DOLLAR TREE'S SPACE ABOVE THE INSPECTED AND TAGGED. CEILING (VERIFY FIRE RATINGS AND CODE REQUIREMENTS) OR IN THE EXTERIOR SOFFIT TO MATCH CANOPY 3. TENANT'S CONTRACTOR SHALL VERIFY THAT TOILET ROOM(5), INCLUDING FIXTURES AND ACCESSORIES (BOTH EXISTING AND CONSTRUCTION AS `ALLOWED BY LANDLORD. CONFIRM WITH SIGN VENDOR FOR LOCATION PRIOR TO INSTALLING. NEW) MEET ALL APPLICABLE LOCAL STATE AND FEDERAL ACCESSIBILITY CODES AND LAWS. 15. CONTRACTOR SHALL REMOVE AND DISPOSE OF ANY AND ALL PREVIOUS TENANT'S EXTERIOR SIGNAGE LEFT BEHIND. ALL EXISTING 4. PROVIDE UNDERGANOPY SIGN, IF ALLOWED PER LANDLORD'S MATERIALS TO REMAIN WHICH ARE DAMAGED OR OTHERWISED CRITERIA UNLESS PROVIDED BY LANDLORD. DISTURBED BY REMOVAL OF PREVIOUS TENANT SIGNAGE SHALL BE , 5. INSTALL DECALS ON STOREFRONT GLAZING A5 INDICATED ON PATCHED OR REPAIRED AND PAINTED TO MATCH EXISTING STORE IMAGE 5PI DRAWINGS GONTAGT TIM ADJACENT MATERIALS 50 THAT THE REPAIR I5 IMPERCEPTIBLE. / T TI 6LEIM (800) 532 -8133 WITH QUESTIONS. CONTRACTORS SHALL NOT INCLUDE THIS SCOPE OF WORK IN THEIR BID AND WILL BE HANDLED VIA CHANGE ORDER AFTER SITE 6. PROVIDE EXTERIOR LIGHT ABOVE REAR DOOR, AS APPROVED EVALUATION 15 DONE BY WINNING BIDDER. CONTRACTOR SHALL BY LANDLORD, IF ONE DOES NOT EXIST WITHIN 10 FEET OF REAR FORWARD THE EVALUATION AND PRICE QUOTE TO THE DOOR. ` CONSTRUCTION PM FOR APPROVAL PRIOR TO PERFORMING ANY 1. PAINT ALL EXPOSED SURFACE MOUNTED CONDUIT TO MATCH AND ALL WORK. ADJACENT WALL COLOR (IE WHITE OR YELLOW) 16. CONTRACTOR SHALL NOTIFY CONSTRUCTION PM OF ANY NECESSARY REPAIRS TO ROOF PRIOR TO PERFORMING ANY 8. CAULK EDGES AROUND COLUMN SURROUNDS TO AVOID INJURY. OR ALL WORK.. 1. REPAIR AND GLEAN ALL EXISTING MATERIALS (IE STOREFRONT 11. CONTRACTOR SHALL INSTALL TENANT SUPPLIED INTERIOR FRAMING AND GLAZING, WALLS, CEILING, ETC) TO REMAIN TO A GRAPHICS AND SIGNS TO INCLUDE BUT NOT LIMITED TO LIKE NEW CONDITION. PERIMETER WALL GRAPHICS /SIGNAGE, HANGING GRAPHICS /51GNASE AND STOREFRONT WINDOW DECALS. 10. NOTIFY DOLLAR TREE'S CONSTRUCTION PM A5 TO THE CONTACT THE GONSTRUGTION PM IF 6RAPHIG /5I &NAGE CONDITION OF EXPOSED CONCRETE BLOCK WALL TO REMAIN ON DRAWINGS FROM STORE IMAGE /5PI WAS NOT MADE AVAILABLE THE SALES FLOOR. DOLLAR TREE WILL MAKE THE TO YOU DURING YOUR BIDDING PROCESS.. DETERMINATION A5 TO WHETHER THE WALL 5 CONDITION 15 SUITABLE FOR PAINTING OR NEEDS TO BE FURRED OUT WITH 18. CONTRACTOR SHALL SEAL ALL EXTERIOR PENETRATIONS AS METAL STUDS AND GYVB. REQUIRED. 11 CONTRACTOR SHALL INSTALL TENANT SUPPLIED FIXTURES TO I1. AT ROOF, FLASH NEW MECHANICAL EQUIPMENT GURBS; IN INCLUDE BUT NOT LIMITED TO CART CORRAL, PERIMETER WALL AGGORDANGE WITH ROOFING MANUFACTURERS GONDOLA, FLOOR GONDOLA, BALLOON CENTER, HANGING RECOMMENDATIONS. REFER TO MECHANICAL AND STRUCTURAL BALLOON CORRALS, HELIUM TANK CABINET (SALES FLOOR), DRAWINGS FOR MORE INFORMATION. GENERAL CONTRACTOR HELIUM TANK BRACKETS (STOCKROOM, SEE DETAIL), GRAVITY SHALL COORDINATE WITH CONSTRUCTION PM PRIOR TO CONVEYOR SYSTEM AND MOBILE FIXTURES PER TENANT'S STARTING WORK AT ROOF 50 AS NOT TO VOID LANDLORD , FIXTURE PLAN. CALIFORNIA PROJECTS ONLY CONTRACTOR ROOF WARRANTY. SHALL STRAP ALL FIXTURES AS PER THE SEISMIC DRAWINGS PROVIDED. CONTACT THE CONSTRUCTION PM IF FIXTURE /SEISMIC 20. WALK -IN FREEZER COOLER UNIT IS TO BE INSTALLED PER � DRAWING WA5 NOT MADE AVAILABLE TO YOU DURING -YOUR MANUFACTURERS SPECIFICATIONS. THE UNIT 15 SELF- CONTAINED AND DOES NOT REQUIRE A FLOOR SINK BIDDING PROCESS. DRAIN. THE INTERIOR CEILING AND WALL`FIN15H ARE A NSF 12. DOORS AND FRAMES (OTHER THAN THOSE LISTED A5 EXIST) APPROVED GALVANIZED FINISH. THE FREEZER FLOOR ` 15 TO � Z L ARE SUPPLIED BY TENANT'S VENDOR FOR TENANT'S HAVE AN ALUMINUM DIAMOND TREAD FINISH. CONTRACTOR INSTALLATION. STOREFRONT DOORS (WHEN NOTED) SHALL BE SUPPLIED AND INSTALLED BY TENANT'S CONTRACTOR AS REQUIRED. AUTOMATIC DOORS (WHEN NOTED) c �`. WILL BE SUPPLIED AND INSTALLED BY TENANT'S VENDOR " "� (TENANT'S CONTRACTOR 15 RESPONSIBLE FOR ELEGTRIGAL :` " f` CONNECTION) EXISTING AND /OR BY LANDLORD'S GONTRAGTOR BY TENANT'S GONTRAGTOR PROVIDED BY TENANT FOR TENANT'S' GONTRAGTOR INSTALLATION PROVIDED AND INSTALLED BY TENANT'S VENDOR �� CODE COMPLIANCE APPROVED JUN 1 0 2010 AT ° I Tukwila DIVISION RRMM ARCHITECTS, PG 1311 EXECUTIVE BLVD, SUITE 200 CHESAPEAKE, VIRGINIA 23320 PHONE (-151) 622 -2828 FAX (151) 622 -6883 TOM HENNESSEY, PM PLUMB, MEGH, ELEG ENGINEER DUNHAM 50 6TH STREET SOUTH, SUITE 1100 MINNEAPOLIS, MINNESOTA 55431 -1015 PHONE (612) 465 -1682 FAX (612) 465 -1551 PHIL RAMSEY, PM STRUCTURAL ENGINEER GOMMENTS OCCUPANCY LOAD: SALES AREA 1,613 / 30 = 254 STOCKROOM I,g 31 / 300 = 1 DEMISING PARTITION • STOREFRONT • • REFER TO PLAN BRAD YOUNG. $ ASSOCIATES 1320 W HERNDON AVE, SUITE 101 FRESNO, CALIFORNIA 13111 PHONE 551 222 -1600 ( ) FAX (551) 222 -1633 BRAD YOUNG, ENGINEER TENANT TOTAL 26.1. 516NBAND /CANOPY • AGGESSIBILITY DECAL • PROJECT ADDRESS: 50UTHGENTER PLAZA 301 STRANDER BLVD SUITE 363 4 365 TUKWILA, WA 12188 BUILDING DEPARTMENT PHONE NO: 206 ( ) 431 -3610 FIRE MONITORING REQUIRED: UNKNOWN- 6G TO CONFIRM REAR DOOR • CEILING • • LIGHTING (GENERAL) • TOILET ROOM • • TOILET ACCESSORIES • STOCKROOM WALL OFFICE • DOLLAR TREE STORES 500 VOLVO PARKWAY CHESAPEAKE, VIRGINIA 23320 PHONE (360) 881 -1411 JOHN FOX, PM SIGN CONTRACTOR MIRROR PANELS • INSPECTIONS AND GERT OF OCCUPANCY • POST ON BULLETIN BOARD GENERAL FIR SOTECTION NO18. • GARPETL TILE • TENANT'S CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF LANDLORD'S AND FIRE MARSHAL'S FIRE ALARM REQUIREMENTS, SYSTEM DESIGN/BUILD, APPROVAL BY LANDLORD AND FIRE MARSHAL AND INSTALLATION USING FIRE ALARMS PANELS SPECIFIED BELOW. ARRANGE FOR CONNECTION AND MONITORING BY NISCAYAH ONLY. YOU MUST PROVIDE ONE OF THE ALARM PANELS LISTED BELOW 50 THAT NISGAYAH GAN MONITOR THE SYSTEM. - A. SILENT KNIGHT 5700 TO BE USED WHEN AHJ REQUIRES AN ADDRESSABLE PANEL. - B. DMP XRI00 TO BE USED A5 A BA/FA COMBO PANEL. G. BOSCH D1412GV2 - TO BE USED A5 A BA/FA COMBO PANEL.. D. MIRTONE F5100 4RD - TO BE USED AS A STANDARD FA PANEL P NEL (MOST STORES HAVE THIS PANEL) CONTACT THE CENTRAL STATION 800-38S-2182 ANYTIME PRIOR TO THE SYSTEM BEING PLAGE ON LINE TO PROVIDE THE STORE'S INFO (PANEL TYPE, STORE #, STORE ADDRESS, PHONE NUMBERS) 50 THAT NISCAYAH GAN ASSIGN AN ACCOUNT. CONTACT THE _ DOWNLOAD DEPART 800- 324 -3206 TO PLAGE THE SYSTEM ON LINE TO BE MONITORED BY PROVIDING ZONE INFO AND TO VERIFY CORRECT SIGNALS ARE BEING RECEIVED PRIOR TO INSPECTION BY FIRE MARSHAL. SHOULD THERE BE ANY ISSUES WITH ANY OF THE PROCEDURES LISTED ABOVE GONTAGT JENNIFER ESGAMILLIA 800 -120 -1102. VGT • PAINTING • CHECKOUTS • UNITED SIGNS 4132 KIERNAN COURT SALIDA, CALIFORNIA 15368 PHONE (116) 351 -0124 FAX (20q) 543 -1326. APRIL DEPEW LANDLORD SAFE • BOLT SAFE TO FLOOR BULLETIN BOARD (2) • KABA CYLINDER • DOMES • STOREFRONT DECALS ® REFER TO STORE IMAGE DRAWINGS EXTERIOR 51GNAGE _ • INTERIOR WALL 5IGNAGE • U D GAO SIGN N ER N PY • ® UNLESS PROVIDED BY LANDLORD REGENCY CENTERS CORP. 2111 OAK ROAD, SUITE 1000. WALNUT GREEK, CALIFORNIA 14511 _ (125) 21q-1816 ' MITCH BOLEN HALLWAY • DEMOLITION • ENERGY MANAGEMENT • TELETROL DOOR HARDWARE • POWER POLES • BALER • GONG FLOOR SLAB INFILL • FIRE MONITORING SYSTEM • DEFERRED ail:3M TTY S ELECTRIC HAND DRYER • NV1 HEALTH NO TES SONMNTAL I FREEZERS /COOLERS • FIRE SPRINKLER DESIGN AND ENGINEERING (IF REQUIRED) BY CITY OF TUKWILA FIRE DEPARTMENT TO BE UNDER SEPARATE SUBMITTAL. DESIGN AND ENGINEERING TO BE DONE BY A LICENSED FIRE PROTECTION CONTRACTOR AND ENGINEER PER IFG $ LOCAL FIRE PROTECTION REQUIREMENTS. RECEIVED SEE SHEET Al CORRECTION 01 2010 JUN 20 PERMIT CENTER TURNOVER DALE OPEN DATE GONTRAGTOR A5 -I5 SHELL MALL / RELOCATION EXPANSION RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622-2828 1 fax (757)622 -6883 project 0o 8,11,6 ° SOUTHGENTER PLAZA DEAL #6O TUKWILA, WASHINGTON drawing NOTES, LEGEND, RESPONSIBILITY CHART, AND KEY PLAN sheet G51 DEMOLITION NOTES REMOVE PARTITION COMPLETE. REMOVE PORTION OF EXISTING WALL COMPLETE. REMOVE DOOR AND FRAME COMPLETE. REMOVE EXISTING WALL FIXTURES AND FINISHES COMPLETE. REMOVE EXISTING CARPET AND BASE COMPLETE. REMOVE EXISTING VCT FLOORING AND BASE COMPLETE. REMOVE EXISTING SHEET VINYL FLOORING AND BASE. REMOVE EXISTING GWB CEILING GOMPLETE. REMOVE EXISTING ACT AND GRID COMPLETE. REMOVE EXISTING LIGHT FIXTURES COMPLETE. REMOVE PORTION OF EXISTING STOREFRONT FRAMING AND GLAZING AS REQUIRED FOR INSTALLATION OF DOOR IN NEN WORK. REMOVE EXISTING TOILET FIXTURES AND ACCESSORIES COMPLETE. FOR REMOVAL OF PLUMBING FIXTURES SEE PLUMBING SHEETS. REMOVE EXISTING ENG COMPLETE. FOR REMOVAL OF PLUMBING FIXTURES SEE PLUMBING SHEETS. REMOVE EXISTING MOP SINK GOMPLETE. FOR REMOVAL OF PLUMBING FIXTURES SEE PLUMBING SHEETS. EXIST SOFFIT AND GANOPY ABOVE TO REMAIN (TYP). REMOVE EXISTING WATER HEATER COMPLETE. FOR REMOVAL OF PLUMBING FIXTURES SEE PLUMBING SHEETS. REMOVE, GAP, OR FILL EXISTING DRAIN COMPLETE. FOR MODIFICATION OF EXISTING PLUMBING SEE PLUMBING SHEETS. FOR REMOVAL AND RELOCATION OF EXISTING ELECTRICAL PANELS AND TRANSFORMER SEE ELEGTRIGAL SHEETS. REMOVE PORTION OF EXISTING CONCRETE SLAB AS REQUIRED TO TRENCH FLOOR FOR RELOCATION OF PLUMBING FIXTURES: REMOVE EXISTING BULKHEAD COMPLETE. REMOVE EXISTING CHECKOUT COUNTERS AND SHELVING COMPLETE. REMOVE EXISTING COLUMN SURROUND COMPLETE. REMOVE EXIST FIRE HOSE CABINET AND GWB BUMP COMPLETE. REMOVE STOREFRONT DOOR, TRANSOM, AND THRESHOLD GOMPLETE. S' —I" LV. 0 11 0 —I ,— V V EXIST SOFFIT AND CANOPY ABOVE TO REMAIN (TYP). RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622 -2828 / fax (757)622 -6883 0 6Q' -I I "± 0 01 0 O r- 0 v I 0 0 w1 W CZ J 0 0 r`I 9 0 N 1200110c1219- 00_DOL LAR_TREE_2010_GONT\I Gl2 \0I Gl2A_ DPOI.dwg REVIEWED FOR CODE COMPLIANCE APPROVED JUN 102010 NORTH RECEIVED JUN 012010 PERMIT CENTER 2 I /2" DIA GROMMETED HOLE AT COUNTER AND 15" SHELF ABOVE (TYP OF 2) PROVIDE PREFORMED COUNTER AND BACKSPLASH 11/ HIGH PRESSURE WHITE LAMINATE FINISH. MOUNT TO WALL. SEE OFFICE ELEV AND DETAIL 4/Al. MOUNT BULLETIN BOARD ABOVE CLIPBOARD RACK. CLIPBOARD RACK - SEE DETAIL E /A2. EXIST SPRINKLER RISER - PAINT FLOOR SOLID YELLOW AS DEDICATED CLEAR FLOOR SPACE. WATER HEATER EXIST ROOF LADDER AND ph' HATCH TO REMAIN. SHEET VINYL FLOORING - SEE FINISH NOTE 3. MOP SINK FRP ON WALLS ADJAGENT TO MOP SINK FROM 6" TO 48" AFF BULLETIN BOARD - MOUNT @ 4' -O AFF HANDIGAPPED AGGESSIBLE HI -LO DRINKING FOUNTAIN ENVIRONMENTAL HEALTH NOTES THIS FAGILITY CARRIES ONLY 100 % PRE - PACKAGED FOOD. 2. THIS FACILITY 15 A NON DINING FACILITY. NO DINING SEATING WILL BE PROVIDED TO CUSTOMERS. 3. THIS FACILITY DOES NOT PERFORM ANY TYPE OF FOOD PREPERATION WITHIN THE STORE FOR CUSTOMER CONSUMPTION AND /OR EMPLOYEE CONSUMPTION. 4. THIS FACILITY HAS NO FOOD EQUIPMENT WITHIN THE STORE. 5. THIS FAGILITY WILL HAVE 3 TO 4 EMPLOYEES PER SHIFT MAXIMUM. ONE STORE MANAGER, ONE TO TWO CASHIERS AND ONE STOCKER. 6. EMPLOYEE LOCKERS- EASILY GLEANABLE LOCKERS WILL BE PROVIDED TO ALL EMPLOYEES, REFER TO FIXTURE PLAN FOR LOCATION. 1. MOP SINK- THIS FACILITY WILL BE SUPPLIED WITH A 24 "x36 FLOOR MOUNTED MOP SINK WITH APPROVED VACUUM BREAKER FAUCET. WALLS SURROUNDING MOP SINK WILL HAVE FRP TO 8' -0" ABOVE FINISH FLOOR FOR EASY GLEANABLE SURFACE. 8. NSF, ANSI AND UL APPROVED- ALL EQUIPMENT WITHIN THIS FACILITY 15 NSF, ANSI AND UL APPROVED, GUT SHEETS FOR EQUIPMENT AVAILABLE UPON REQUEST. g. FINISH SCHEDULE- A FINISH SCHEDULE 15 INCLUDED IN THIS SET OF CONSTRUCTION DOCUMENTS AND LOCATED ON SHEET A4 FOR YOUR USE. 10. QUESTIONS- EXAMINER PLEASE FEEL FREE TO GONTAGT THE ARCHITECT AND ENGINEERS LISTED ON SHEET CSI WITH ANY QUESTIONS OR ITEMS YOU NEED CLARIFICATION ON. ALSO YOU GAN CONTACT KEITH JOHNSON, MANAGER OF ARCHITECTURAL SERVICES FOR DOLLAR TREE STORES, INC AT 751 -321 -5435. SEE ELEVATION FOR ADDITIONAL REQUIREMENTS PROVIDE 3/4" X 15" WD SHELF 'k PROVIDE STOREFRONT FRAMING AND GLAZING TO MATCH EXISTING. INSTALL PER MANUFAGTURER'S PUBLISHED STANDARDS. PROVIDE STOREFRONT DOOR, TRANSOM AND THRESHOLD TO MATCH EXISTING. INSTALL PER MANUFACTURER'S PUBLISHED STANDARDS. GENERAL INFORMATION: SHOPPING CENTER: SOUTHGENTER PLAZA GITY: STATE: CEILING HEIGHT (SALES AREA): SQUARE FOOTAGES TOTAL SPACE LEASED: SALES FLOOR AREA: NON -SALES AREA: USABLE STOCKROOM: FIRE EXTINGUISHER - SEE NEW WORK NOTE 2. STOCKROOM VESTIBULE 3 DR •+ I 31 R FRl32Z,ZH2 3 DR •v.r 1 L'�■L' �!r /L'� ■I:���l. %AIL_• %�1 .���� EMPLOYEE TUKWILA WASHINGTON 10-5 "+ 8,544 5F 7,613 5F 1,431 5F 20.2 % MI 5F g3 % DECK HEIGHT: FRONT: 16-09-- AFF REAR: IT-2"± AFF EXIST ROOF LADDER rs- PROVIDE STOREFRONT FRAMING AND GLAZING TO MATCH EXISTING. INSTALL PER MANUFACTURER'S PUBLISHED STANDARDS. :1I_0II X11-01 f DEGO RIB" CARPET TILE 1 boa ._.,_, .... , _° i 104 \ ■ to OZV ® ®_ lei �� i -ETNI ; ID ova, OW ! L GLOSET 0o0 - EXISTING SOFFIT ABOVE (TYP AT STOREFRONT) TOILE EXIST SPPRINKLER RISER SEE DETAIL I /A5 FOR TRENCH INFILL. O 0 INSTALL DECALS ON GLASS PANELS. SEE NEW WORK NOTE 5.- A3 -EXISTING COLUMN SURROUND - PAINT YELLOW AND PROVIDE BRUSHED ALUMINUM GOVER TO 4' -0" AFF. EXISTING ALUMINUM STOREFRONT SYSTEM LINE OF EXISTING CANOPY ABOVE PRE -WIRED CHECKOUT 00 TOILET HALLWAY t� FIRE EXTINGUISHER - V APPROX LOCATION OF ELECTRICAL PANELS. ELEGTRIGAL SEE 1 1Ll 1 1 1V 1 RI 1 1V 1 1- G-. I A4 CONTRACTOR SHALL INSTALL VCT AT'' REACH -IN FREEZER/COOLER LOCATIONS. C4Q SEE FINISH SCHEDULE, SHEET A4. CONTRACTOR SHALL INSTALL UNDER UNITS AND 6" TO EACH SIDE AND 3' -O" IN FRONT OF UNITS. CONTRACTOR SHALL INSTALL TRANSITION STRIP. 3 g Y,gkp�� 'R ow,e PRE -WIRED 1 CHECKOUT POWER POLE FOR CHECKOUT REGISTER WIRING (SUPPLIED BY TENANT) (TYP OF 4) PRE -WIRED GHEGKOUT PRE -WIRED 1 GHECKOUT WOOD FURRING W/ GWB TO MATGH EXIST EXISTING COLUMN - PAINT YELLOW AND PROVIDE BRUSHED ALUMINUM COVER TO 4' -O" AFF. ( TYP OF 4 ) +I 0 0 ifordri mmagum hrimiummmo FIRE EXTINGUISHER - 5EE NEW WORK NOTE 2. 15' 0" X 12' -O" ENTRY "DEGO RIB" CARPET TILE SALES AREA - EXISTING GOLUMN SURROUND - PAINT YELLOW AND PROVIDE BRUSHED ALUMINUM COVER TO 4' -0" AFF. FIRE EXTINGUISHER - 5EE NEW WORK NOTE 2. \2009 \0921,1- 00_DOLLAR_TREE_2010_GONT\Ig l2 \OI gl2A_EPOI.dwg 1 PROVIDE GONT 2X WD LEDGER ATTACH TO ADJACENT WALL @ 8 OG MAX. N m 01 N r g N 0 0 0 Iu CL 0 n 0 7 C 0 0 LINE OF GOUN- HOLD BACK 2 AS REQ'D F01< INSTALLATION DETAIL SCALE: 11/2 " = I 1 -0" s s PROVIDE DBL 2X WD CENTER SUPPORT Al � IN gam IM 1 mommairol r 11101/1111rnmanokum rommumw FF N PAINT FRAME EQ OF COUNTER EQ 3 DR •+ I 31 R FRl32Z,ZH2 3 DR •v.r 1 L'�■L' �!r /L'� ■I:���l. %AIL_• %�1 .���� EMPLOYEE TUKWILA WASHINGTON 10-5 "+ 8,544 5F 7,613 5F 1,431 5F 20.2 % MI 5F g3 % DECK HEIGHT: FRONT: 16-09-- AFF REAR: IT-2"± AFF EXIST ROOF LADDER rs- PROVIDE STOREFRONT FRAMING AND GLAZING TO MATCH EXISTING. INSTALL PER MANUFACTURER'S PUBLISHED STANDARDS. :1I_0II X11-01 f DEGO RIB" CARPET TILE 1 boa ._.,_, .... , _° i 104 \ ■ to OZV ® ®_ lei �� i -ETNI ; ID ova, OW ! L GLOSET 0o0 - EXISTING SOFFIT ABOVE (TYP AT STOREFRONT) TOILE EXIST SPPRINKLER RISER SEE DETAIL I /A5 FOR TRENCH INFILL. O 0 INSTALL DECALS ON GLASS PANELS. SEE NEW WORK NOTE 5.- A3 -EXISTING COLUMN SURROUND - PAINT YELLOW AND PROVIDE BRUSHED ALUMINUM GOVER TO 4' -0" AFF. EXISTING ALUMINUM STOREFRONT SYSTEM LINE OF EXISTING CANOPY ABOVE PRE -WIRED CHECKOUT 00 TOILET HALLWAY t� FIRE EXTINGUISHER - V APPROX LOCATION OF ELECTRICAL PANELS. ELEGTRIGAL SEE 1 1Ll 1 1 1V 1 RI 1 1V 1 1- G-. I A4 CONTRACTOR SHALL INSTALL VCT AT'' REACH -IN FREEZER/COOLER LOCATIONS. C4Q SEE FINISH SCHEDULE, SHEET A4. CONTRACTOR SHALL INSTALL UNDER UNITS AND 6" TO EACH SIDE AND 3' -O" IN FRONT OF UNITS. CONTRACTOR SHALL INSTALL TRANSITION STRIP. 3 g Y,gkp�� 'R ow,e PRE -WIRED 1 CHECKOUT POWER POLE FOR CHECKOUT REGISTER WIRING (SUPPLIED BY TENANT) (TYP OF 4) PRE -WIRED GHEGKOUT PRE -WIRED 1 GHECKOUT WOOD FURRING W/ GWB TO MATGH EXIST EXISTING COLUMN - PAINT YELLOW AND PROVIDE BRUSHED ALUMINUM COVER TO 4' -O" AFF. ( TYP OF 4 ) +I 0 0 ifordri mmagum hrimiummmo FIRE EXTINGUISHER - 5EE NEW WORK NOTE 2. 15' 0" X 12' -O" ENTRY "DEGO RIB" CARPET TILE SALES AREA - EXISTING GOLUMN SURROUND - PAINT YELLOW AND PROVIDE BRUSHED ALUMINUM COVER TO 4' -0" AFF. FIRE EXTINGUISHER - 5EE NEW WORK NOTE 2. \2009 \0921,1- 00_DOLLAR_TREE_2010_GONT\Ig l2 \OI gl2A_EPOI.dwg 1 PROVIDE GONT 2X WD LEDGER ATTACH TO ADJACENT WALL @ 8 OG MAX. N m 01 N r g N 0 0 0 Iu CL 0 n 0 7 C 0 0 LINE OF GOUN- HOLD BACK 2 AS REQ'D F01< INSTALLATION DETAIL SCALE: 11/2 " = I 1 -0" s s PROVIDE DBL 2X WD CENTER SUPPORT Al 101 -0" GONT 2X IND FRAME ATTACHED TO WALE DBL 2X WD CENTER SUPPORT - PROVIDE COUNTER. LINE OF ADJACENT WALL (TYP) PROVIDE 2X ENDGAP SUPPORT (EA SIDE TYP) - ATTACH @ 8 OG MAX.. PAINT FRONT OF FRAMING WHITE. ATTACH FRAME TO ADJACENT WALL PROVIDE VERT 2X WD FRAME SUPPORT AT GENTER OF COUNTER. ONT OF HITE. NOTE: SHELF FRAMING ABOVE SHALL BE SIMILAR - 5EE ELEVATION. 4 AI ATTACH FRAME TO SLAB SECTION SCALE: I I/2 " =1' -O" r;"' 1 AI AA, 1,,,z__--4 1:::,_,..1. PLAN /S"_1(_OII 351_3111 6g' -11 "± H: \2001 \0121 q- 00 _POLLAR_TREE_2010_GONT\I112 \OI gl2A_FPOl.dwg NORTH 341_71,1. AI EXIST GAS METERS TL)CTION TYPES \- EXTERIOR DEMISING WALL: EXISTING WALL. PATCH AND REPAIR WALL AS REQUIRED. FINISH PER FINISH SCHEDULE, SHEET A4. 2 TENANT DEMISING WALL: EXISTING METAL STUDS AND FIREGODE GWB. PATCH AND REPAIR AS REQUIRED TO MAINTAIN FIRE RATING PER CODE. SEE DETAIL 2/A4 FOR ADDITIONAL REQUIREMENTS. FINISH PER FINISH SCHEDULE, SHEET A4. v 3TENANT DEMISING WALL: EXISTING MASONRY WALL WITH WOOD FURRING AND GWB. PATCH AND REPAIR AS REQUIRED. SEE DETAIL 4/A4 FOR ADDITIONAL REQUIREMENTS. FINISH PER FINISH SCHEDULE, SHEET A4.. \4/ PARTITION WALL: 6" (20 GA) METAL STUDS @ I6 OG YVI 117 (JIVE LAYER ER 5/8 GWB EACH CH SIDE TO ROOF DECK ON SALES AREA SIDE AND TO 12' -0" AFF ON STOCKROOM SIDE. SEE DETAIL I /A4 FOR ADDITIONAL REQUIREMENTS AND BRACING. FINISH PER FINISH SCHEDULE, SHEET A4. PARTITION WALL: EXISTING METAL STUDS AND GWB. PATCH AND REPAIR AS REQUIRED. SEE DETAIL 2/A4 FOR ADDITIONAL REQUIREMENTS. FINISH PER FINISH SCHEDULE, SHEET A4. PARTITION WALL: 3 5/8° (20 GA) METAL STUDS 16" OG WITH ONE LAYER 5/S" GWB EACH SIDE TO FINISHED CEILING. PLUMBING WALLS ON INTERIOR OF TOILETS SHALL HAVE WATER RESISTANT 6WB. FINISH PER FINISH SCHEDULE, SHEET A4. 77i PLUMBING PARTITION: 6" (20 GA) METAL STUDS @ 16" OG WITH ONE LAYER 5/S" & 1B EACH EXPOSED SIDE TO FINISHED CEILING. PLUMBING WALLS ON INTERIOR OF TOILETS SHALL HAVE WATER RESISTANT GINB. FINISH PER FINISH SCHEDULE, SHEET A4. \8/ EXISTING METAL STUD AND GWB PARTITION: PATCH AND 0=0A R i O LIKE ,YEN CONI/I CONDITION. FINISH I 1 L.1\ FINISH SCHEDULE, SHEET A4. V INFILL PARTITION: 3 5/8" (20 GA) METAL STUDS I§ 12" OG WITH ONE LAYER 5 /8" GWB ON EXPOSED SIDE TO ROOF DECK. ALIGN WITH EXIST ADJACENT SURFACES. FINISH PER FINISH SCHEDULE, SHEET A4. \0/ INFILL PARTITION: 2 1/2" (20 GA) METAL STUDS @ 16" OG WITH ONE LAYER 5/8" GWB ON EXPOSED SIDE. ALIGN EXIST ADJACENT SURFACES. FINISH PER FINISH SCHEDULE, SHEET A4. W PARTITION WALL: 3 5/8 (20 GA) METAL STUDS I6 OG WITH ONE LAYER 5/8 GINS EACH SIDE TO ROOF DECK. PLUMBING WALLS ON INTERIOR OF TOILETS SHALL HAVE WATER RESISTANT &F4B. FINISH PER FINISH SCHEDULE, SHEET A4. PARTITION WALL: 3 5/S" (20 GA) METAL STUDS I6 OG WITH ONE LAYER 5/8 GWB EAGH SIDE TO 6" ABOVE FINISHED CEILING. SEE DETAIL 8/A4. FINISH PER FINISH SCHEDULE, SHEET A4. REVIEWEL 7oR DE COMPLIANCE APPorwEr JUN 1 ki 2011 R.RM1V; ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622 -2828 / fax (757)622 -6883 City of Tukwila BUILDING DIVISION RECEIVED JUN 012010 PERMITC._ : ;_ R � c ER ABOVE - < FRAMING FF N PAINT FRAME EQ OF COUNTER EQ 101 -0" GONT 2X IND FRAME ATTACHED TO WALE DBL 2X WD CENTER SUPPORT - PROVIDE COUNTER. LINE OF ADJACENT WALL (TYP) PROVIDE 2X ENDGAP SUPPORT (EA SIDE TYP) - ATTACH @ 8 OG MAX.. PAINT FRONT OF FRAMING WHITE. ATTACH FRAME TO ADJACENT WALL PROVIDE VERT 2X WD FRAME SUPPORT AT GENTER OF COUNTER. ONT OF HITE. NOTE: SHELF FRAMING ABOVE SHALL BE SIMILAR - 5EE ELEVATION. 4 AI ATTACH FRAME TO SLAB SECTION SCALE: I I/2 " =1' -O" r;"' 1 AI AA, 1,,,z__--4 1:::,_,..1. PLAN /S"_1(_OII 351_3111 6g' -11 "± H: \2001 \0121 q- 00 _POLLAR_TREE_2010_GONT\I112 \OI gl2A_FPOl.dwg NORTH 341_71,1. AI EXIST GAS METERS TL)CTION TYPES \- EXTERIOR DEMISING WALL: EXISTING WALL. PATCH AND REPAIR WALL AS REQUIRED. FINISH PER FINISH SCHEDULE, SHEET A4. 2 TENANT DEMISING WALL: EXISTING METAL STUDS AND FIREGODE GWB. PATCH AND REPAIR AS REQUIRED TO MAINTAIN FIRE RATING PER CODE. SEE DETAIL 2/A4 FOR ADDITIONAL REQUIREMENTS. FINISH PER FINISH SCHEDULE, SHEET A4. v 3TENANT DEMISING WALL: EXISTING MASONRY WALL WITH WOOD FURRING AND GWB. PATCH AND REPAIR AS REQUIRED. SEE DETAIL 4/A4 FOR ADDITIONAL REQUIREMENTS. FINISH PER FINISH SCHEDULE, SHEET A4.. \4/ PARTITION WALL: 6" (20 GA) METAL STUDS @ I6 OG YVI 117 (JIVE LAYER ER 5/8 GWB EACH CH SIDE TO ROOF DECK ON SALES AREA SIDE AND TO 12' -0" AFF ON STOCKROOM SIDE. SEE DETAIL I /A4 FOR ADDITIONAL REQUIREMENTS AND BRACING. FINISH PER FINISH SCHEDULE, SHEET A4. PARTITION WALL: EXISTING METAL STUDS AND GWB. PATCH AND REPAIR AS REQUIRED. SEE DETAIL 2/A4 FOR ADDITIONAL REQUIREMENTS. FINISH PER FINISH SCHEDULE, SHEET A4. PARTITION WALL: 3 5/8° (20 GA) METAL STUDS 16" OG WITH ONE LAYER 5/S" GWB EACH SIDE TO FINISHED CEILING. PLUMBING WALLS ON INTERIOR OF TOILETS SHALL HAVE WATER RESISTANT 6WB. FINISH PER FINISH SCHEDULE, SHEET A4. 77i PLUMBING PARTITION: 6" (20 GA) METAL STUDS @ 16" OG WITH ONE LAYER 5/S" & 1B EACH EXPOSED SIDE TO FINISHED CEILING. PLUMBING WALLS ON INTERIOR OF TOILETS SHALL HAVE WATER RESISTANT GINB. FINISH PER FINISH SCHEDULE, SHEET A4. \8/ EXISTING METAL STUD AND GWB PARTITION: PATCH AND 0=0A R i O LIKE ,YEN CONI/I CONDITION. FINISH I 1 L.1\ FINISH SCHEDULE, SHEET A4. V INFILL PARTITION: 3 5/8" (20 GA) METAL STUDS I§ 12" OG WITH ONE LAYER 5 /8" GWB ON EXPOSED SIDE TO ROOF DECK. ALIGN WITH EXIST ADJACENT SURFACES. FINISH PER FINISH SCHEDULE, SHEET A4. \0/ INFILL PARTITION: 2 1/2" (20 GA) METAL STUDS @ 16" OG WITH ONE LAYER 5/8" GWB ON EXPOSED SIDE. ALIGN EXIST ADJACENT SURFACES. FINISH PER FINISH SCHEDULE, SHEET A4. W PARTITION WALL: 3 5/8 (20 GA) METAL STUDS I6 OG WITH ONE LAYER 5/8 GINS EACH SIDE TO ROOF DECK. PLUMBING WALLS ON INTERIOR OF TOILETS SHALL HAVE WATER RESISTANT &F4B. FINISH PER FINISH SCHEDULE, SHEET A4. PARTITION WALL: 3 5/S" (20 GA) METAL STUDS I6 OG WITH ONE LAYER 5/8 GWB EAGH SIDE TO 6" ABOVE FINISHED CEILING. SEE DETAIL 8/A4. FINISH PER FINISH SCHEDULE, SHEET A4. REVIEWEL 7oR DE COMPLIANCE APPorwEr JUN 1 ki 2011 R.RM1V; ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622 -2828 / fax (757)622 -6883 City of Tukwila BUILDING DIVISION RECEIVED JUN 012010 PERMITC._ : ;_ R HI -LO HANDIGAP ACCESSIBLE DRINKING FOUNTAIN. VINYL BASE 4' -0"± CONTRACTOR SHALL OBTAIN A GOP)/ OF THE WATER FOUNTAIN SPEC SHEET PRIOR TO WATER COOLER INSTALLATION. CONTRACTOR SHALL ROUGH IN ALL PLUMBING BASED ON THE WATER FOUNTAIN SPEG SHEET. 1' -3" 1 GLR " -3" GL DRINKING FOUNTAIN ELEVATION n SCALE: sie", ro" A2 H: 12001 \09219 -00_ DOLLAR_ TREE _2010_GONT11g12 \01912A_ie03.dwg 2' -O" X 4' -0" SLATWALL - PROVIDE (3) 10" X 2' -0" X 3/4" PLYWOOD SHELVES PAINTED WHITE. SUPPORT WITH TENANT SUPPLIED SHELF BRACKETS. 18" VERTICAL MOUNTED GRAB BAR (PROVIDE BLOCKING IN WALL AS REQ'D) 36" GRAB BAR (PROVIDE BLOCKING IN WALL AS REQ'D) TWO ROLL TOILET PAPER DISPENSER (TYP OF 2 PER _ WATER CLOSET). N PROVIDE BLOCKING IN WALL FOR ATTAGHMENTS. PARTITION WALL - SEE GONSTRUGTION TYPES SHEET Al. FRP TO EXTEND 12" MIN EACH SIDE OF MOP SINK SEE FINISH NOTES SHEET A4. MOP BRAGKET INSTALL BRACKET ON WALL WITHOUT FAUCET, COORDINATE WITH PLUMBING. SHEET VINYL BASE MOP SINK ELEVATION SGALE: 3/8" = 1' -0" NOTE: THE ELEGTRIG HAND DRYER WILL NOT EXTEND MORE THAN 4" FROM THE WALL ON WHICH IT 15 MOUNTED UNLESS IT HAS A LEADING EDGE AT OR BELOW 21" ABOVE FINISHED FLOOR. ILE" 11 l'-4" TOILET ELEVATION SCALE: 3/8" = 1' -0 // CZ NI- w v TO CONTROLS 18" / MIN O dJ HA 2009 LAP._TRE FRP - 5EE FINISH NOTES SHEET A4. MIRROR ELECTRIC HAND DRYER WRAP PIPES AS REQUIRED BY ADA. 2010_GON T \1912 \01972A_ I EO7.dwg MIRROR 18" VERTICAL MOUNTED GRAB BAR (PROVIDE BLOCKING IN WALL AS REQ'D) 42" GRAB BAR (PROVIDE BLOCKING IN WALL AS REQ'D) TWO ROLL TOILET PAPER DISPENSER (TYP OF 2 PER WATER CLOSET). PROVIDE BLOCKING IN WALL FOR ATTACHMENTS. SHEET VINYL BASE -11_6 3q" TO 41" 4 12 NOTE: THE ELECTRICIAN SHALL INSTALL ADDITIONAL WIRE TIE SUPPORTS FROM THE CEILING GRID TO THE STRUCTURE ABOVE FOR SUPPORT OF THE LIGHT FIXTURES GLIPPED ON THE GRID. REFLECTED CEILING LEGEND O 1 111111111111•111111111111111 FRP - SEE FINISH NOTES SHEET A4. TOILET ELEVATION Hx2001 \01219 -00_ DOLL .AR_TREE_2010_GONT\I912101912A_ IE01.dwg SCALE: 3/8" - 1' -0" WIE NL EM 5-4" ADJUST LENGTH TO PROVIDE FASTENING TO EACH INTERMEDIATE STUD. 7.• - r- --1 r- .-- r- ,- I 11 11 11 I1 11 11 11 11 11 11 L - - - J L - - - J L. _ - L CLIP BOARD TYP 1 r — - r- : --, r- a - -T 11 11 11 11 11 11 11 11 11 11 11 1 11 IX3 PINE TRIM - PAINT WHITE. #8 ROUND HEAD SCREWS 1 1/2" LONG TYP --1 r- :--1 J -, r- 1 1 11 11 11 1 - J t 1 1 1 112 11 1 11 1 II 1 11 1 CLIPBOARD RACK ELEVATION r-E" SCALE: 3/4" = ._o. H:\2009 \09219 -00_ DOLLAR_ TREE _2010_GONT1I912 \01912A_IEOb.dwg A2 H: \2009 \09219 -00_ DOLLAR_ TREE _2010_GONT\I912 \01912A_IE01.dwg EMPLOYEE GOAT RACK - GG TO SECURE AND INSTALL GOAT RACK TO WALL PER MANUFACTURERS INSTRUCTIONS. INSTALL GOAT RACK AT 48" AFF TO GENTER OF GOAT RACK. REFER TO FLOOR PLAN FOR LOCKER LOCATION. ELEVATION EMPLOYEE GOAT RACK A2 SCALE: 3/4 "= "-0" \2009 \09219 -00 _DOLLAR_ TREE _ 2010_GON T\I TU \01912 A_ I E04.dw g 2' -0 "X4' -0" AGOUST I GAL CEILING TILE AND GRID- 5EE FINISH NOTE 4. 6WB - PAINT WHITE UNLESS OTHERWISE NOTED. 8' -0" STRIP FLUORESCENT LIGHT FIXTURE WITH LAMPS ON NITE LIGHT GIRGUIT. SURFAGE MOUNT TO GWB AND AGT CEILING. (SUSPEND @ I0' -O" AFF WITH NO FINISHED CEILING) 8' -0" STRIP FLUORESCENT LIGHT FIXTURE. SURFACE MOUNT TO GWB AND AGT GEILING. (SUSPEND @ 10' -0" AFF WITH NO FINISHED GEILING) 8' -0" STRIP FLUORESCENT LIGHT FIXTURE WITH LAMPS ON EMERGENCY LIGHT CIRCUIT WITH BA 1 I LRY PACK. SURFACE MOUNT TO GWB AND AGT GEILING. (SUSPEND @ I0' -O" AFF WITH NO FINISHED GEILING) FOR FIXTURES WITH 4 LAMPS, THE EMERGENCY BA I I LRY PACK WILL ONLY OPERATE 2 OF THE LAMPS. ® GEILING OCCUPANCY SENSOR MODEL GMR- PDT -2P EXIT LIGHT SECURITY CAMERA DOME SECURITY CAMERA DOME MTD ON WALL @ I0' -O" AFF. ® VENTILATION FAN 4' -0 STRIP FLUORESCENT LIGHT FIXTURE WITH LAMPS ON NIGHT LIGHT GIRGUIT. SURFAGE MOUNT TO TO GWB AND ACT GEILING. (SUSPEND @ 10' -0" AFF WITH NO FINISHED CEILING) 4' -0" STRIP FLUORESCENT LIGHT FIXTURE. SURFACE MOUNT TO ACT AND GWB CEILING. (SUSPEND @ I0' -0" AFF WITH NO FINISHED GEILING) 4' -0" STRIP FLUORESCENT LIGHT FIXTURE WITH LAMPS ON EMERGENCY LIGHT GIRGUIT WITH BA I I LRLY PACK. SURFACE MOUNT TO TO GWB AND AGT GEILING. (SUSPEND @ I0' -O" AFF WITH NO FINISHED GEILING) u p $ CEILING HEIGHT ABOVE FINISHED FLOOR MIRROR PANEL DIFFUSER RETURN AIR GRILLE EMPLOYEE LOCKERS- GG TO SECURE AND INSTALL LOCKERS TO WALL PER MANUFACTURERS INSTRUCTIONS. REFER TO FLOOR PLAN FOR LOCKER LOCATION. 7T SCREW PLACEMENT- TYP OF (5). $ I Q' -5 "± AFF NO FINISHED CEILING DUCTWORK - SEE MECHANICAL SHEETS I1SGD 8' -O" AFF NO FINISHED CEILING 10' -0" AFF SEISMIG SEPARATION JOINT - SEE DETAIL ON SHEET A5. iIu1Ii•iiF;L••: itimimo 11PV Ai 1 , iiii-A 1-111111L1 IhI'hIhIhI- 11111111 IhI1hIhIhI or Fig • !hIih!hhhl III 000000000 000000000 000000000 00000000 000000000 000000000 000000000 000000000 000000000 000000000 GG SHALL SCREW LOCKERS TO WALL AS REQUIRED AND A MINIMUM OF (5) 2" WOOD SCREWS. SIDE 000000000 000000000 DOOM O0 000000000 000000000 111111MM•'t•BE` FRONT ELEVATION EMPLOYEE LOCKER SCALE: 3/4 " =1' -O" CONDUIT FOR EM5 OVERRIDE SWITCH -q N 0 0 Q Q N 0 0 a 0 CZcv uJ 0 0 0 7 0 0 0 ONE WAY VISION MIRROR GLASS (TEMPERED) PAINT YELLOW. VINYL BASE 24' x 14" RETURN GRILL- SUPPLIED AND INSTALLED BY CONTRACTOR. OFFICE ELEVATION SCALE: 3/8" = I' -0" \ 2009\ 09219 -00_ DOLLAR _TREE_2010_GONT11912 \0I0172A_I E02.dwg 2" CONDUIT FOR POINT OF SALE. GABLES BY TENANT'S VENDOR JUNCTION FOR SPEAKER WIRE (TENANT'S MUSIC) DUPLEX REGEPTAGLE JUNCTION FOR POINT OF SALE (DBL GANG BOX WITH REDUCER RING) JUNGTION FOR EM5 OVERRIDE SWITCH H:\20091Og21q- 00_DOLLAR_TREE 2010_GONT\I912 \01972A_IEIO.dwg A2 REFLECTED CEILING PLAN SCALE: VS II= I' -0" NOTE: ALL CONDUIT IN WALL TO EXTEND 6" ABOVE SALES FLOOR CEILING WITH PULL STRINGS (TYP OF ALL). ALL CONDUIT SHALL BE 3/4" UNLESS OTHERWISE NOTED. GG SHALL LABEL TOP OF CONDUIT TO MATGH LABELS ON JACKS /JUNCTIONS BELOW. II II II II II II 11 II II II II II 11 11 HII I II II II nn II II II 11 1 it MON& .4-'•1111111111a11111111.111111111-11! 1 2' -0" JUNCTION FOR AIR PHONE (TENANT'S PAGING SYSTEM) 2" CONDUIT (CLOSED GIRGUIT TV) DUPLEX RECEPTACLE (165362) W/ ISOLATED DEDICATED GIRGUIT FOR CLOSED GIRGUIT TV CONNECTION H: \2009 \09219 -00_ DOL L A R_TR E E_2010_G O N T\I912 \01972 A_GPO I.dwg JUNCTION FOR CLOSED GIRGUIT TV GONNEGTION JUNCTION FOR SPEAKER VOLUME CONTROL 6' -0" LONG PLUG MOLD WITH (2) DEDICATED GIRGUITS (GENTERED MIN OF 8 REGEPT) DUPLEX RECEPTACLE (165362) Yd/ ISOLATED DEDICATED CIRCUIT (TYP OF 2) - QUAD PHONE JACK (RJ-II). LABEL MAIN PHONE, SPARE, D5L AND DIAL BACK -UP, REFER TO COMMUNICATION WIRING DETAIL THIS SET. NOTE: CONTRACTOR SHALL LABEL ALL PHONE JACKS /JUNCTIONS AS PER ELEVATION. ELECTRICAL AND DATA OFFICE ELEVATION TOP 0j NORTH btOO99 10' -5 "± AFF SEISMIG SEPARATION JOINT - 5EE DETAIL ON SHEET A5. SEISMIG SEPARATION JOINT - SEE DETAIL ON SHEET A5. REVIEWED FOR CODE COMPLIANCE a PROVED JUN 10 2010 City of Tukwila BUILDING DI/minim PROVIDE 10" WIDE 3/4" PLYWOOD SHELF (PAINT WHITE). SUPPORT W/ TENANT SUPPLIED SHELF BRAGKETS. : SLATWALL ,I 1I II II 11 II II V N II H 11 11 11 II 1I I II l II II II it l II II !1 II II II !I li II it II II I! II II !I I II li lIII II II II II II I! II II II I! !I !I II II II �� liII II II II 1 II II ° II GLEAR1 4 II II II A OtA EJ \g\ 8 X 4" VINYL COVE BASE FILE CABINETS (SUPPLIED BY TENANT) L2X WOOD FRAME. PROVIDE 10" WIDE 3/4" PLYWOOD SHELF (PAINT WHITE). SUPPORT W/ TENANT SUPPLIED SHELF BRACKETS. (GUT 30" OFF TOTAL OFFSET SHELF TO RIGHT). PROVIDE (I) 15" WIDE 3 /4 "'PLYWD SHELF (CONSTRUCT WHITE). N. PROVIDE (2) 2 1/2" 171A HOLES W/ GROMMETS FOR PRINTER 4 GGTV, (I) AT EACH END DIRECTLY ABOVE HOLES IN COUNTER. SEE ENLARGED OFFICE PLAN. 2 -1/2" DIA HOLE W/ GROMMET (TYP OF 2) COUNTER - SUPPORT WITH 2X4 WOOD GONSTRUGTION. SHELV I N6 AND GONSTRUGTI O \l RECEIVED JUN 012010 PERMIT CENTER SCALE: 3/8" = 1' -0" RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622 -2828 / fax (757)622 -6883 project 0o La D D TRI-R SOUTHGENTER PLAZA - DEAL #6OI1 TUKYJILA, WASHINGTON drawing REFLECTED CEILING PLAN AND ELEVATIONS eP m 0 0 I N r- 0 ' 0 LU 0 W 1 J J 0 0 G 0 0 0 NOTES: CONTRACTOR SHALL REMOVE AND DISPOSE OF ANY AND ALL PREVIOUS TENANT'S EXTERIOR SIGNAGE LEFT BEHIND. ALL EXISTING MATERIALS TO REMAIN WHICH ARE DAMAGED OR OTHERWISED DISTURBED BY REMOVAL OF PREVIOUS TENANT SIGNAGE SHALL BE PATCHED OR REPAIRED AND PAINTED TO MATCH EXISTING ADJACENT MATERIALS 50 THAT THE REPAIR 15 IMPERGEPTIBLE. CONTRACTORS SHALL NOT INCLUDE THIS SCOPE OF WORK IN THEIR BID AND WILL BE HANDLED VIA CHANGE ORDER AFTER SITE EVALUATION 15 DONE BY WINNING BIDDER. CONTRACTOR SHALL FORWARD THE EVALUATION AND PRICE QUOTE TO THE CONSTRUCTION PM FOR APPROVAL PRIOR TO PERFORMING ANY AND ALL WORK. INSTALL NEW STOREFRONT DOORS, TRANSOM, AND THRESHOLD TO MATCH INSTALL NEW STOREFRONT FRAMING EXIST. /� AND GLAZING TO MATCH EXIST. NOTE: SIGNS, LOCATION, NUMBER AND SIZE ARE NOT APPROVED UNDER THIS BUILDING PERMIT. A SEPARATE SIGN LOCATION PERMIT 15 REQUIRED FOR EACH SIGN. AREA OF EXTERIOR SIGNAGE - REFER TO SIGN MANUFACTURER'S DRAWINGS FOR DETAILS. EXTERIOR ELEVATION SCALE: 1/4" = 1' -0" A3 l AREA OF EXTERIOR SIGNAGE - REFER TO SIGN / MANUFACTURER'S DRAWINGS FOR DETAILS. EXTERIOR ELEVATION SCALE: 1/4" = 1' -0" PAINT YELLOW. -APPLY BLACK OPAQUE VINYL FILM ON INTERIOR FACE OF GLASS PRIOR TO INSTALLING INFILL WALL. / / I8" / CONTRACTOR SHALL INSTALL 5 "x 5" ENTRANCE AGGESSIBILITY DECAL ON STOREFRONT GLAZING. DECAL SHALL BE MOUNTED TO THE RIGHT OF THE MAIN ENTRANCE STOREFRONT DOOR (DO NOT MOUNT NEXT TO EXIT DOORS). // ACCSSISIiITY DECAL. AT STOREFRONT EN NCE NOTE: IF HARD SURFACE EXIST NEXT TO STOREFRONT ENTRANCE DOOR CONTRACTOR SHALL SUPPLY AND INSTALL BACKER FOR DECAL TO ADHERE TO AND ATTACH TO HARD SURFACE AS REQUIRED. SCALE: 1/2"=I '-0" AREA OF TENANT'S GRAPHICS. REFER TO TENANT'S GRAPHICS SIGNAGE PACKAGE INSTALLATION SHEET. —� H: \2009 \0921q- 00_DOLLAR_ TREE _2010_GONT\Ig72 \OIgl2A_EL02.dwg PAINT YELLOW. 1 1 1 1 1 L J = o -- s \ �' _----- AREAS NOT (0 +i u 0 SHALL WALL SURFACE AREAS NOT COVERED BY GONDOLA UNITS SHA LL BE PAINTED YE LL O W. - - - 1 1 L ///_I EMPLOYEES ONLY EMPLOYEES ONLY _ _ _ FREEZER/COOLER �� \� r r / / \ r �� ........................ \\ \\ �� ��\ �� �ti �� N \� / r / \ \ \ \ / / r r \� \� \� \� �� \� - �\ \� \� EXTERIOR ELEVATION SCALE: 1/4" = 1' -0" PAINT YELLOW. -APPLY BLACK OPAQUE VINYL FILM ON INTERIOR FACE OF GLASS PRIOR TO INSTALLING INFILL WALL. / / I8" / CONTRACTOR SHALL INSTALL 5 "x 5" ENTRANCE AGGESSIBILITY DECAL ON STOREFRONT GLAZING. DECAL SHALL BE MOUNTED TO THE RIGHT OF THE MAIN ENTRANCE STOREFRONT DOOR (DO NOT MOUNT NEXT TO EXIT DOORS). // ACCSSISIiITY DECAL. AT STOREFRONT EN NCE NOTE: IF HARD SURFACE EXIST NEXT TO STOREFRONT ENTRANCE DOOR CONTRACTOR SHALL SUPPLY AND INSTALL BACKER FOR DECAL TO ADHERE TO AND ATTACH TO HARD SURFACE AS REQUIRED. SCALE: 1/2"=I '-0" AREA OF TENANT'S GRAPHICS. REFER TO TENANT'S GRAPHICS SIGNAGE PACKAGE INSTALLATION SHEET. —� H: \2009 \0921q- 00_DOLLAR_ TREE _2010_GONT\Ig72 \OIgl2A_EL02.dwg PAINT YELLOW. INTERIOR ELEVATION SCALE: I /4" = I' -0" PAINT YELLOW. n PAINT YELLOW. AREA OF TENANT'S GRAPHICS. REFER TO TENANT'S GRAPHICS SIGNAGE PACKAGE INSTALLATION SHEET. ,-TOP OF PERIMETER WALL GONDOLA (TYP). -VINYL BASE = o -- s \ �' _----- AREAS NOT (0 +i u 0 SHALL WALL SURFACE AREAS NOT COVERED BY GONDOLA UNITS SHA LL BE PAINTED YE LL O W. - - - 1 1 L ///_I EMPLOYEES ONLY EMPLOYEES ONLY _ _ _ FREEZER/COOLER �� \� r r / / \ r �� \\ \\ �� ��\ �� �ti �� N \� \\ \, ; \� \� \� \� �� \� \\ �\ \� \� INTERIOR ELEVATION SCALE: I /4" = I' -0" PAINT YELLOW. n PAINT YELLOW. AREA OF TENANT'S GRAPHICS. REFER TO TENANT'S GRAPHICS SIGNAGE PACKAGE INSTALLATION SHEET. ,-TOP OF PERIMETER WALL GONDOLA (TYP). -VINYL BASE INTERIOR ELEVATION SCALE: 1/4" = I' -0" A3 PROTECTIVE COVER PLATE - SEE DOOR NOTE 2, SHFFT A4. 2X4 HORIZONTAL WD BLOCKING EXTENDS TO FARTHEST OUTER EDGE OF LAST GONDOLA (REFER TO TENANT'S FIXTURE PLAN.) O VINYL BASE BRACE TO STRUCTURE ABOVE. VESTIBULE SUSPENDED ACOUSTICAL CEILING TILE - REFER TO REFLECTED CEILING PLAN FOR HEIGHT OFFICE PROVIDE ONE LAYER 5/8" GWBON358 (20 GAGE MTL STUDS @ 12" OG. EXISTING ALUM STOREFRONT SYSTEM SECTION SCALE: 1" = 1' -0" 4" VINYL BASE TENANT'S FLOOR FINISH AREA OF TENANT'S GRAPHICS. REFER TO TENANT'S GRAPHICS SIGNAGE PACKAGE INSTALLATION SHEET. PAINT YELLOW. = o -- s \ �' _----- AREAS NOT (0 +i u 0 SHALL WALL SURFACE AREAS NOT COVERED BY GONDOLA UNITS SHA LL BE PAINTED YE LL O W. - - - 1 1 L ///_I EMPLOYEES ONLY EMPLOYEES ONLY _ _ _ FREEZER/COOLER / VINYL BASE INTERIOR ELEVATION SCALE: 1/4" = I' -0" A3 PROTECTIVE COVER PLATE - SEE DOOR NOTE 2, SHFFT A4. 2X4 HORIZONTAL WD BLOCKING EXTENDS TO FARTHEST OUTER EDGE OF LAST GONDOLA (REFER TO TENANT'S FIXTURE PLAN.) O VINYL BASE BRACE TO STRUCTURE ABOVE. VESTIBULE SUSPENDED ACOUSTICAL CEILING TILE - REFER TO REFLECTED CEILING PLAN FOR HEIGHT OFFICE PROVIDE ONE LAYER 5/8" GWBON358 (20 GAGE MTL STUDS @ 12" OG. EXISTING ALUM STOREFRONT SYSTEM SECTION SCALE: 1" = 1' -0" 4" VINYL BASE TENANT'S FLOOR FINISH AREA OF TENANT'S GRAPHICS. REFER TO TENANT'S GRAPHICS SIGNAGE PACKAGE INSTALLATION SHEET. PAINT YELLOW. INTERIOR ELEVATION SCALE: 1/4" = 1' -0" PAINT YELLOW. A3 AREA OF TENANT'S GRAPHICS. REFER TO TENANT'S GRAPHICS SIGNAGE PACKAGE INSTALLATION SHEET. OPEN EMERGENCY EXIT ONLY -TOP OF PERIMETER WALL GONDOLA (TYP). -WALL SURFACE AREAS NOT COVERED BY GONDOLA UNITS SHALL BE PAINTED YELLOW. INTERIOR ELEVATION SCALE: 1/4" = I' -O" PROVIDE VINYL BASE ON WALL SURFACES NOT COVERED BY GONDOLA UNITS (TYP). 2X4 HORIZONTAL WD BLOCKING EXTENDS TO FARTHEST OUTER EDGE OF LAST GONDOLA (REFER TO TENANT'S FIXTURE PLAN.) 2X4 HORIZONTAL WD BLOCKING EXTENDS TO FARTHEST OUTER EDGE OF LAST GONDOLA (REFER TO TENANT'S FIXTURE PLAN.) ‘040--- 'I 9 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 10 210 City of Tukwila BUILDING DIVISION RECEIVED JUN 012010 P = T CENTER c 0 0 0 0 0 0 0 N U} 0 L 0 E L RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622 -2828 1 fax (757)622 -6883 sheet A3 = o TOP OF PERIMETER WALL GONDOLA (TYP). AREAS NOT WALL SURFACE COVERED BY GONDOLA UNITS BE PAINTED YELLOW. SHALL INTERIOR ELEVATION SCALE: 1/4" = 1' -0" PAINT YELLOW. A3 AREA OF TENANT'S GRAPHICS. REFER TO TENANT'S GRAPHICS SIGNAGE PACKAGE INSTALLATION SHEET. OPEN EMERGENCY EXIT ONLY -TOP OF PERIMETER WALL GONDOLA (TYP). -WALL SURFACE AREAS NOT COVERED BY GONDOLA UNITS SHALL BE PAINTED YELLOW. INTERIOR ELEVATION SCALE: 1/4" = I' -O" PROVIDE VINYL BASE ON WALL SURFACES NOT COVERED BY GONDOLA UNITS (TYP). 2X4 HORIZONTAL WD BLOCKING EXTENDS TO FARTHEST OUTER EDGE OF LAST GONDOLA (REFER TO TENANT'S FIXTURE PLAN.) 2X4 HORIZONTAL WD BLOCKING EXTENDS TO FARTHEST OUTER EDGE OF LAST GONDOLA (REFER TO TENANT'S FIXTURE PLAN.) ‘040--- 'I 9 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 10 210 City of Tukwila BUILDING DIVISION RECEIVED JUN 012010 P = T CENTER c 0 0 0 0 0 0 0 N U} 0 L 0 E L RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622 -2828 1 fax (757)622 -6883 sheet A3 cn rg °o N 4 N r CN0 0 0 1u 0 0 0 0 CV O N v___I CA 0- A LIJ v 0 STOCKROOM 0 EXIST DECK EXIST 2x FRAMING @ 24 "0C (WHERE APPLICABLE) PROVIDE 2x BLOCKING .® 24" OG (OR EXIST 2x FRAMING © 24" OC) PROVIDE 2x BLOCKING (3) #10x2" SCREWS @ 2' -O" OG (TYP) PROVIDE #8 WAFERHEAD FRAMING SCREWS EA SIDE PROVIDE -(20 GAGE) 2 1/2" LEG STANDARD "SLP -TRK" (SLOTTED) TOP TRACK FOR I" DEFLEGTION. 3 5/8" (20 GAGE) GONT BRACING STUD W/ (2) #8 SMS @ EACH STUD (SEE TABLE FOR REQUIRED LOGATIONS) (2) BLOCKS PER BRACING 51-UD (ONE EACH END) W/ (3) #8 5M5 FROM STUD $ (3) #8 5M5 FROM &NB (b TOTAL PER BLOCK) SUSPENDED ACOUSTICAL CEILING TILE - REFER TO REFLECTED CEILING PLAN FOR HEIGHT PAINT YELLOW. SALES AREA NOTE: ATTACH GONDOLA FIXTURE UNITS PER MANUFACTURER'S INSTRUCTIONS. 2X4 HORIZONTAL WOOD STUDS SCREWED TO METAL STUDS WITH 1/4" X 4" ZING COATED TEK SELF DRILLING SCREWS AT EAGH STUD. METAL STUD AND GWB PARTITION - WALL CONSTRUCTION TYPE: ; 6" (20 GAGE) METAL 51U05 ® IS" OG WITH ONE LAYER 5/S" &NB TO ROOF DECK ON SALES AREA SIDE AND ONE LAYER 5/8" GWB TO 12' -O" ON STOCKROOM SIDE. GONDOLA FIXTURE SUPPLIED BY TENANT FOR CONTRACTOR INSTALLATION (TYP) HILTI X -U (.151" N) SHOT PINS W/ I I /4" EMBED INTO THE SLAB @ 4' OG $ 4" OFF EACH END OF THE INDIVIDUAL PIECE OF TRACK, TYP. 2X4 HORIZONTAL 1/00D STUDS SCREWED TO METAL STUDS WITH 1/4" X 4" ZING COATED TEK SELF DRILLING SCREWS AT EAGH STUD. TENANT'S FLOOR FINISH I' EXISTING SLAB WALL SECTION CONS ' CTION TYPE: 4 SCALE: 111 = ILO" HA 2004VJ9219-00_ COLLAR_TREE _20I0_GONT11972\019/2A_V610A69 \--SUSPENDED ACOUSTICAL CEILING TILE - REFER TO REFLECTED GEILING PLAN FOR HEIGHT PAINT YELLOW. SALES AREA NOTE: ATTACH GONDOLA FIXTURE UNITS PER MANUFACTURER'S INSTRUCTIONS. 2X4 HORIZONTAL WOOD STUDS SCREWED TO METAL STUDS WITH 1/4" X 4" ZING COATED TEK SELF DRILLING SGREWS AT EAGH STUD. TENANT DEMISING WALL: EXISTING METAL STUDS AND FIREGODE GWB. PATCH AND REPAIR AS REQUIRED TO MAINTAIN FIRE RATING PER CODE. PARTITION WALL: EXISTING METAL STUDS AND GI/B. PATCH AND REPAIR AS REQUIRED. GONDOLA FIXTURE SUPPLIED BY TENANT FOR GONTRAGTOR INSTALLATION (TYP) 2X4 HORIZONTAL WOOD STUDS SGREWED TO METAL STUDS WITH 1/4" X 4" ZING GOATED TEK .SELF DRILLING SCREWS AT. EACH STUD. TENANT'S FLOOR FINISH EXISTING SLAB WALL SECTION - GONSTRUGTION TYPES: 2,5 3 5/8" X 20 GAGE GONT BRACING STUD W/ (2) #8 SMS @ EA STUD (SEE TABLE FOR REQUIRED BRACING STUD LOCATIONS) 2" 5TUD WEB LAP,TYP 6" METAL STUDS @ 16" OG (SEE TABLE FOR MORE INFORMATION) (2) BLOCKS PER BRACING STUD (ONE EA END) 11/ (3) #8 SMS FROM STUD $ (3) #8 5M5 FROM GYPBOARD (6 TOTAL PER BLOCK) + (3) #I2 SMS, TYP INDIVIDUAL 3 5/8 X 20 GAGE BRACING STUD DETAIL SCALE: I" = 1' -011 to 24' -6" MAX) STUD SPAN (22' 9 N B G BRACING LOCATION SECTION STUD SPAN (24' -1" to 30' -0 SCALE: NT5 STUD SPAN DOORS STUD GAGE BRACE SPACING BRACING LOCATION SECTION Is' 20 (6005125 -33) NO BRACING REQUIRED B 22' 20 (6005125 -33) 5' OG (MAX) 100 241 -6" 20 (6005125 -33) 4' -2" OG (MAX) D 30'-0" 18 (6005125 -43) 3' -7" OG (MAX) E STUDS MUST MEET MINUMIM 55MA SPECIFICATIONS FOR 6005125 Fy =33 K5I STUDS OF THE SPECIFIED GAGE. BRAGE TO STRUCTURE ABOVE. 121 -0" AFF r. STOCKROOM f 0 PROVIDE BLACK OPAQUE WINDOW FILM (SIMILAR TO SOLAR GUARD INTERNATIONAL #58100) ON INTERIOR FACE OF GLASS PRIOR TO INSTALLING INFILL WALL. PROVIDE ONE LAYER 5/8" GWB ON 3 5/8" (20 GAGE) MTL STUDS @ 12" OG. ALIGN WITH ADJACENT COLUMN SURROUND. PROVIDE GRILLES FOR VENTILATION AS REQUIRED - AMERICAN GRILLE AGIO OR EQUAL. EXISTING ALUM STOREFRONT SYSTEM TENANT'S FLOOR FINISH SECTION SCALE: E: I" = 11 -0II 1 A4 "r- 1 \ FINISH SC u..E SPACES FLOORS BASES WAITS CEILING NOTES SALES CARPET TILE / ENTRY TILE / VGT 4" VINYL 61/B-PAINT YELLOW AGT 1,2,4,5,6,4 STOCKROOM CONCRETE EXISTING / GINB 8,11 OFFICE CARPET TILE 4" VINYL 6WB -PAINT WHITE 1,2,5,6,q,10 TOILET SHEET VINYL 6" SHEET VINYL FRP GWB 3,5,6,7,q,1 1,14 HALLWAY VGT 4" VINYL GWB -PAINT WHITE AGT 2,4,6,12 ELECTRICAL CONCRETE EXISTING / GWB 8 CLOSET VESTIBULE CONCRETE / SHEET VINYL EXISTING / FRP 3,8,11,15 FINISH NOTES CARPET TILE 4" VINYL OMB -PAINT WHITE AGT 1,2,4,6,13 CARPET TILE: MANUFACTURED BY INTERFACE FLOORING SYSTEMS AND SUPPLIED BY TENANT. INSTALL TILES QUARTER TURNED AND PER TENANT'S CRITERIA. FIELD TILE: JUNGLE GREEN #3040 ENTRY TILE: DEGO RIB, STYLE #6186014100. TENANT'S GONTRAGTOR SHALL PREPARE FLOOR SURFACE AND COORDINATE GARPET INSTALLATION W/ GARPET INSTALLER. VINYL GOVE BASE: COLOR - BLACK. (VINYL BASE ONLY ON EXPOSED WALLS NOT COVERED BY GONDOLAS IN SALES AREA) SHEET VINYL: GLASSIG GORLON SERIES MANUFACTURED BY ARMSTRONG - GONNEGTION GORLON "PORCELAIN" #88724 OR EQUAL. SHEET VINYL BASE: BY INTREGAL, 318" RADIUS, 6" HIGH COVED BASE W/ COVE STICK AND EXTRUDED ALUMINUM GAP TRIM. PROVIDE 2' -O" X 4' -O" CEILING TILE EQUAL TO ARMSTRONG "GORTEGA" MINIBOARD #76q,WHITE IN A WHITE METAL GRID. AGT AND GRID SHALL HAVE SEISMIC BRACING AS REQUIRED. VERIFY IN FIELD. SEE DETAIL 2 /A5. SLATWALL: 3/4" SLATWALL WITH WHITE MELAMINE FINISH. SEE MANUFACTURER'S DRAWINGS FOR INSTALLATION DETAILS. PAINT COLORS ARE AS FOLLOWS: WHITE YELLOW - FOREST GREEN - SHERWIN WILLIAMS PRO 200 LATEX SEMI -GLOSS WHITE W/ B -I PER GALLON. BENJAMIN MOORE PRODUCT 214 "LEMON SORBET" #201 q -60 (EGGSHELL FINISH) BENJAMIN MOORE PRODUCT 274 "FOREST GREEN" #2047 -10 (EGGSHELL FINISH) EXPOSED GMU WALLS IN THE SALES AREA SHALL HAVE ONE GOAT OF PRIMER AND A MINIMUM OF ONE GOAT OF YELLOW PAINT. SUSPENDED ACOUSTICAL CEILING TILE - REFER TO REFLECTED CEILING PLAN FOR HEIGHT PAINT YELLOW. SALES AREA NOTE: ATTACH GONDOLA FIXTURE UNITS PER MANUFACTURER'S 1 INSTRUCTIONS. 2X4 HORIZONTAL WOOD BLOCKING SCREWED TO MASONRY WITH HILTI 1/4" X 4" KWIK -CON II FASTENERS AT 24" OG. EXIST MASONRY WALL TENANT DEMISING WALL: EXISTING MASONRY WALL WITH 1/000 FURRING AND GWB. PATCH AND REPAIR AS REQUIRED. GONDOLA FIXTURE SUPPLIED BY TENANT FOR CONTRACTOR INSTALLATION (TYP) 2X4 HORIZONTAL WOOD BLOCKING SCREWED TO MASONRY WITH HILTI 1/4" X 4" KWIK -CON 11 FASTENERS AT 24" OG. TENANT'S FLOOR FINISH EXISTING SLAB WALL SECTION - GONSTRUGTION TYPE: 3 SGALE: I" = 11_011 A4 219 -00_ DOLLAR_ TREE_ 2010_GONT\I972 \01972A_W5106.dwg 7. 8. 10. PAINT TOILET ROOM INTERIOR AND EXTERIOR WALLS WHITE. EXIST CONCRETE FLOOR TO REMAIN. PATCH AND REPAIR AS REQUIRED TO PROVIDE SMOOTH SURFACE. SLATWALL SHALL BE PROVIDED BY TENANT AND INSTALLED BY TENANT'S GONTRAGTOR. ALL OTHER FINISHES SHALL BE PROVIDED AND INSTALLED BY TENANT'S CONTRACTOR. PROVIDE PREFORMED COUNTER WITH WHITE HIGH PRESSURE LAMINATE FINISH. MOUNT TO WALLS. FILING CABINETS PROVIDED BY TENANT. SEE ENLARGED OFFICE PLAN AND OFFICE ELEVATION. F R P (FIBERGLASS REINFORCED PANEL) WAINSGOT: FROM FLOOR TO 8' -O" AFF. COLOR "WHITE" (IN STOCKROOM BEHIND MOP SINK ONLY) 12. VGT (VINYL COMPOSITION TILE) ARMSTRONG IMPERIAL TEXTURE STANDARD EXGELON 51800 BU1 I LRCREAM YELLOW 12 "X12 ", I /8" THICK OR EQ. 3. FILL ANY CONCRETE VOIDS TO PROVIDE A SMOOTH SURFACE FOR CARPET INSTALLATION. 14. F R P (FIBERGLASS REINFORCED PANEL) WAINSCOT: FROM 6" TO 48" AFF. COLOR "WHITE" 15. F R P (FIBERGLASS REINFORCED PANEL) WAINSCOT: FROM 6" TO 8' -O" AFF. GOLOR "WHITE (BEHIND MOP SINK ONLY) 6" X q" PLAQUE 111 4" HANDICAPPED PICTOGRAM, 3/4" COPY, GRADE II BRAILLE. MOUNT ON WALL @ 60" OG AFF 8" MAX FROM THE STRIKE SIDE DOOR JAMB. SIGNAGE ELEVATION ri67, SCALE: NT5 A4 H:\200, \09219- 00_DOLLAR_ TREE _2010_GONT\I972 \01912A_IE08.6wg WALL BEYOND MN- d- PAINT FOREST GREEN. I XS GAP WITH ALL EDGES ROUNDED 3/4" MDO PLYWOOD ATTACHED TO EACH STUD WITH LIQUID NAIL AND FINISH NAILS 2 X 4 WOOD STUDS 16" OG PAINT FOREST GREEN. WOOD CORNER GUARD @ ALL OUTSIDE CORNERS 2 X 4 SILL LIQUID NAILED AND SHOT TO FLOOR EMPLOYEE AREA SCTION 5 SCALE: 3/4"=1'-0" A4 H:\2009\012161-00 OLLAR_TREE_2010_CONT\IT72\011-12A_DT06.6-ig SEE FLOOR PLAN FOR WALL CONSTRUCTION TYPE. PROVIDE DOUBLE FRAMING AT HEAD it JAMB. WOOD BLOCKING CONTINUOUS SEALANT - BOTH SIDES HOLLOW METAL DOOR FRAME W/ JAMB ANCHOR - 3 PER JAMB DOOR AS SCHEDULED HEAD /JAMB DETAIL SCALE: 1 1/2" = 1' -0" H:\2009 \012 00_ DOLLAR_ TREE _2010_GONT1912 \01912A_DT02.dwg ° 1 A4 DOOR SCHEDULE DOORS DETAILS FR HW NOTES DOOR NOTES W H T MATERIAL HEAD JAMB SILL 100 3' -O" 6' -8" 1 3/4" SOLID GORE WD 6/A4 6 /A4 - IOOA 5 200'PR 3' -0' 7' -0" 13/4" HOLLOW METAL 6 /A4 6 /A4 - 2005 2,5,7,10 300 3' -0" 6' -8" 1 3/4" SOLID GORE WD 6/A4 6/A4 - 300G 5,6 301 31 -0" 6' -8" 1 3/4" SOLID GORE WD 6/A4 6 /A4 - 3010 5,6,1 302 31 -0" 71 -011 � -O 1 3/411 13/4 EXIST HOL METAL STOREFRONT - - - J - - - 301 D 500E 3,5,6 w �I �8 501 PR 3 -0 „ 401 PR 3' -0" 71 -0" 13/4'' EXIST HOL METAL - - - 40IA 3,4,5 402 31 -0" 7' -O" 1 3/4" EXIST HOL METAL - - - 402G 3,4,5,q 500PR 3' -0" 7' -O" 1 3/4" EXIST STOREFRONT - - - 50OA 1,3 600PR 3' -0" 7' -0" 1 3/4" HOLLOW METAL 6/A4 6 /A4 - 600A 4,5 DOOR NOTES PROVIDE A SIGN POSTED ON THE EGRESS SIDE, ON OR ADJACENT TO THE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING 15 OCCUPIED. THE SIGN SHALL BE IN LE I I ER5 I" HIGH ON A GONTRASTINE BACKGROUND. 2. NEW DOORS SUPPLIED BY TENANT W/ PRE- INSTALLED BRUSHED ALUM COVER PLATE ON SALES AREA 51 DE OF THE DOOR. EXIST DOORS - INSTALL ALUM COVER PLATE (SUPPLED BY TENANT) ON EXIST DOORS TO REMAIN. 3. DOOR, FRAME AND HINGES ARE EXISTING. PROVIDE AND INSTALL ANY MISSING ITEMS OF HARDWARE PER HARDWARE NOTES. 4 PROVIDE (ONE) PEEP HOLE TO VIEW OUT. MOUNT ® 5' -O" AFF. 5. PAINT DOOR AND FRAME W/ WHITE SEMI -GLOSS ENAMEL PAINT. 6 INSTALL TENANT SUPPLIED SIGNAGE PER DETAIL A /A4. 1. REINFORCE JAMBS WITH WOOD BLOCKING. 8. PROVIDE STOREFRONT DOORS, TRANSOM AND THRESHOLD TO MATCH EXIST. PROVIDE SHOP DRAWINGS TO LANDLORD FOR APPROVAL PRIOR TO INSTALLATION. q. PROVIDE SIGNAGE THAT READS "EMERGENCY EXIT ONLY." 10. PROVIDE SIGNAGE THAT READ5 "EMPLOYEES ONLY." I I . PROVIDE SIGNAGE THAT READ5 "NOT AN EXIT." 1)(0.099 DETAIL PROVIDE GORNER - FRP OUTSIDE WHITE. 5/8" &NB PAINT YELLOW. SCALE: 1 1/2" = 1' -0" • 8' -0" 111 PAINT OFFICE INTERIOR WHITE. OFFICE WOOD TRIM PAINT WHITE. (MITER CORNERS) A4 SUSPENDED ACOUSTICAL CEILING TILE REFER TO REFLECTED GEILING PLAN FOR HEIGHT HARDWARE NOTES HOW # IOOA 11/2 PAIR HINGES: STANDARD WEIGHT I MECHANICAL PUSH BUTTON LOCKSET WITH LEVER HANDLE CLOSER FLOOR STOP HOW It 2005 3 PAIR HINGES: 4 1/2" HEAVY WEIGHT, BALL BEARING PINS 2 GLOSERS WITH HOLD OPEN 2 PULL HANDLES (ON STOCKROOM SIDE) I THRESHOLD (I/4" MAXIMUM HEIGHT) HON # 3000 1/2 PAIR HINGES: STANDARD WEIGHT STOREROOM LOCKSET (2 KEYS) WITH LEVER HANDLE CLOSER (FLOOR/WALL STOP IF SHIPPED WITH HARDWARE) HDW # 3011 11/2 PAIR HINGES: STANDARD WEIGHT I STOREROOM LOCKSET WITH LEVER HANDLE (2 KEYS) (FLOOR/WALL STOP IF SHIPPED WITH HARDWARE) HON # 40IA 3 PAIR HINGES: 4 1/2" HEAVY WEIGHT, NON - REMOVABLE PINS I NON - ALARMED, NON -KEYED PANIC BAR DEVICE: WITH STAND ALONE ALARM REFER TO DOOR ALARM MOUNTING DETAIL 2 OVERHEAD HOLDERS /STOPS 2 FLUSH BOLTS (ON INACTIVE LEAF) I DUST PROOF STRIKE I PEEP HOLE I ALUM THRESHOLD (I /2" MAX HEIGHT) 2 SWEEPS WEATHER STRIP RAIN DRIP HDW # 402G 1/2 PAIR HINGES: STANDARD WEIGHT, NON- REMOVABLE PINS I NON - ALARMED, NON -KEYED PANIC BAR DEVIGE: WITH STAND ALONE ALARM REFER TO DOOR ALARM MOUNTING DETAIL. GLOSER WITH STOP ARM PEEP HOLE I ALUM THRESHOLD (1/2" MAX HEIGHT) SWEEP WEATHER STRIP RAIN DRIP HOW # 500A HINGES PER STOREFRONT MANUFAGTURER (BY GENERA. CONTRACTOR) 2 CLOSERS WITH STOP ARM AND DROP PLATE 2 PUSH PLATES (BY GENERAL CONTRACTOR) 2 PULL HANDLES (BY GENERAL CONTRACTOR) I KABA CYLINDER (SUPPLIED BY TENANT) I DEADLOCK W/ THUMB TURN ON SALES / STOCKROOM SIDE (SUPPLIED BY TENANT) HON # 500E HINGES PER STOREFRONT MANUFACTURER (BY GENERAL CONTRACTOR) 2 CLOSERS WITH STOP ARM AND DROP PLATE I NON - ALARMED, NON -KEYED PANIC DEVICE W/ 2 DROP PLATES I SET SURFACE BOLTS ' REVIEWED FOR 1 RUSTPROOF STRIKE CODE COMPLIANC APPROVED RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622 -2828 / fax (757)622 -6883 HDW it 600A 3 PAIR HINGES: 4 1/2" HEAVY WEIG BALL BEARING PINS 2 PUSH PLATES 2 PULL HANDLES 2 GLO5ER5 WITH HOLD OPEN PEEP HOLE I ALUM THRESHOLD (I /2" MAX HEIGHT) PAINT YELLOW. ONE LAYER 5/8" GWB EACH SIDE ON 3 5/8 (20 GA) METAL STUDS AT 16" OG. SALES AREA 2X FIRE TREATED WOOD BLOCKING 61_511 • 1X4 POPLAR WD TRIM PAINT WHITE. ONE -WAY VISION TEMPERED MIRROR GLASS HEAD /JAMB DETAIL SCALE: 11/2 - 1' -0 A4 T, JUN 1 0 2010 City of Tukwila BUILDING DIVISIO RECEIVED JUN 012010 .ITC GENERAL HARDWARE NO I. THRESHOLDS AT EGRESS DOORS SHALL BE NO MORE THAN 1/2" (MAX) HEIGHT AFF. R 2. ALL DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES .SHALL BE INSTALLED 34" (MIN) TO 48" (MAX) AFF AND SHALL BE "SINGLE- HANDED" OPERABLE WITHOUT USE OF KEY OR SPECIAL KNOWLEDGE. 3. WHERE EGRESS DOORS ARE USED IN PAIRS, THE UNLATCHING OF THE LEAF SHALL NOT REQUIRE MORE THAN ONE (I) OPERATION AS MENTIONED IN GENERAL HARDWARE NOTE #2 ABOVE. 4. CONTROLS AND OPERATING MECHANISMS SHALL BE LEVER -TYPE (OR EQUAL) PROVIDING OPERATION WITH ONE HAND AND NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. 5. THE FORGE REQUIRED TO ACTIVATE GONTROLS OF INTERIOR HINGED DOORS SHALL BE NO GREATER THAN 5 POUNDS (22.2 N). 6. DOORS EQUIPPED WITH CLOSERS SHALL BE ADJUSTED 50 THAT THE SWEEP PERIOD FROM AN OPEN POSITION OF 70 DEGREES WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3" FROM THE LATCH, MEASURED FROM THE LEADING EDGE OF THE DOOR. sheet A4 ._TREE_20IO_GONT\Iq 72 \01g12A_005.dwg J 0 0 \200c1\0,12161 T -BAR STRUT NOTE: I. CONTRACTOR SHALL INSTALL SEISMIC BRACING AS SHOWN. ANY DEVIATION FROM DESIGN TO 'EQUAL' SYSTEM SHALL REQUIRE PRIOR APPROVAL OF DOLLAR TREE CONSTRUCTION PM, ARCHITECT, AND CODE COMPLIANCE JURISDICTION. REQUEST FOR DEVIATION SHALL BE SUBMI 1 1 ED IN FORM OF SHOP DRAWINGS WITH ALL AG COMPANY IN& SPEG IF I GAT I ON SHEETS. CONTRACTOR SHALL DETERMINE AND COMPLY WITH ALL REQUIRED INSPECTIONS AND APPROVAL OF GEILIN6 SYSTEM APPLI GAT ION. 6' -O" MAX °o ° 6' °a ° 8" 6' -O" MAX T -BAR STRUT- POP - RIVET THIS SIDE ONLY 6" FACIA MOLDING MAIN RUNNER 12 GA BRACING WIRE SPLAYED IN FOUR DIRECTIONS g0 APART @ 12' -0" OG EACH WAY W/ MIN 4 TIGHT TURNS IN I I /2" BOTH ENDS OF WIRE (TIP OF 4) —\ WITHIN 61-0" OF WALL 4" CHANNEL MOLDING PER IBG 2001 1621.25.2.2 #4 PROVIDE EVERY 2,500 5F. MAIN RUNNER TYPICAL SEISMIC SEPARATION JOINT SCALE: 3 "= I' -O" 3i" (20 GAGE) METAL STUD STRUT STARTING NOT MORE THAN 6' -O" FROM TWO ADJACENT WALLS $ 6' -O" FROM SEISMIG SEPARATION JOINT 4 12' -O" OG IN ALL DIRECTION, TYP. WALL 12 GA VERT WIRE HANGERS @ 4' -0" OG EACH WAY IN/ MIN 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE. MAIN RUNNER 2" (MAX) FROM BRAG I N6 WIRES TO CR055 RUNNERS GROSS 1 Et5 GEILIN6 PANELS TYP PROVIDE HEAVY DUTY T -BAR GRID SYSTEM SIMILAR TO ARMSTRONG PRELUDE XL, ITEM 1301. SUSP!N! GEILIN6 DETAIL SCALE: 3/8" = I' -0" REAR SLIDE OUT TISSUE SHELF SLOPED DECK H A2009 \09219 -00_ DOLLAR_ TREE _20I0_GONT\I912\01912A_DTOb.dwg TUCK -AWAY AB5 CHUTE 4' -0" - SHIPS LOOSE ATTACHED BY CUSTOMER ACCUMULATION AREA (36" AFF) 24 5/8" X 55" GHEGKWRITER 5X15 PRINTER PLATFORM — 10 TYICAL CHECKOUT PLAN VIEW AS 0 0 0� 0 0 oe 41 o o °oo 1. GONTRAGTOR SHALL VERIFY GEILIN6 15 BRACED PER THE ABOVE DETAIL AND NOTIFY ARGHITEGT IF VARIES. 2. SUSPENDED CEILING SYSTEM SHALL BE IN CONFORMANCE WITH ASCE 1 -05, SECTION 135.6, ASTM G 636 -04, ASTM G 635 -00, GISGA: GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES IN SEISMIC ZONES D, E OR F. TYP I GAL @ NEW SANITARY SEWER PIPE GONG SLAB INFILL WITH #3 BARS @ 12" OG PARALLEL WITH TRENCH @ MID DEPTH. #3 BARS IS" LONG g6 "OG (STAGGERED) EACH SIDE. DRILL ADHERE INTO EXISTING SLAB WITH 3 1/2" EMBEDMENT WITH HILTI HIT HY- RE500 -5D ADHESIVE SYSTEM OR APPROVED EQUAL. POROUS FILL MATERIAL TO MATCH EXIST 1 PROVIDE (3000 P5I) GONG FLOOR SLAB ON 10 MIL POLYETHELENE VAPOR BARRIER ON EXIST COMPACTED FILL. DEPTH TO MATGH EXISTING SLAB THICKNESS. FINISHED JOINT SHALL BE SMOOTH AND STRAIGHT EXIST GONG SLAB -ON -GRADE TO GONG SLAB AI ELEV - SEE PLAN COMPACT FILL TO 15%6 DRY DENSITY IN ACCORDANCE w/ ASTM 06 (48 (COMPACT IN 8" LIFTS MAX) SLAB IN -FILL DETAIL ROUGHEN SLAB $ APPLY BONDING AGENT UTILITY PIPE OR CONDUIT, GOORD W/ MECHANICAL, PLUMBING AND ELEGTRIGAL DRAWINGS SCALE: 3/4 "= I' -O" GENERAL NOTES: I) CONTRACTOR SHALL VERIFY GEILIN6 15 BRACED PER THE ABOVE DETAIL AND NOTIFY ARGHITEGT IF VARIES. 2) SUSPENDED GEILING SYSTEM SHALL BE IN GONFORMANGE WITH ASTM STANDARD G635 AND G636, ASCE 1 -02 SECTION q.6, AND GISGA. CEILING NOTES: I) HANGERS SHALL BE SADDLE TIED AROUND MAIN RUNNERS TO DEVELOP THE FULL STRENGTH OF THE HANGERS. LOIAIER ENDS OF FLAT HANGERS SHALL BE BOLTED WITH 3/8" BOLTS TO RUNNER CHANNELS OR BENT TIGHTLY AROUND RUNNERS AND BOLTED TO THE MAIN PART OF THE HANGER. 2) ALL 8' -O" LONG STRIP SURFACE MOUNTED FIXTURES: PROVIDE 3 EA (12 GA) SUPPORT WIRES IN 3 FULL WRAPS MIN PER FIXTURE. PROVIDE ONE WIRE AT EAGH END AND ONE AT THE CENTER OF EACH FIXTURE. 3) ALL T BAR AND FIXTURE SUPPORT WIRES WILL BE FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR. THE ELECTRICAL CONTRACTOR SHALL PROVIDE FINAL FIXTURE TIE GONNEGTIONS AND GRID ATTACHMENTS AS INDIGATED. WALL 8" 4' -O" MAX WIRE HANGER TYP PERIMETER WALL MOLDING SHALL HAVE MIN 2" HORIZ LEG AND BE SECURED TO WALL - SEE NOTES. WALL MOLDING AT OPPOSITE WALL SHALL HAVE 3/4" GAP AND FREE TO SLIDE - SEE NOTES. 4) PERIMETER CLOSURE ANGLES (WALL MOLDING) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2" WIDE. ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL BE 3/4" GLR FROM THE WALL AND FREE TO SLIDE. THE GRID SHALL BE ATTAGHED AT TWO ADJAGENT WALLS WITH POP RIVETS (OR EQUAL). NOTE: I. GHEGKOUT AISLES SHALL COMPLY WITH 2006 INTERNATIONAL BUILDING CODE SEGTION 1104.12.2 (PROVIDE 2 when 5 or more) 2. PROVIDE SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF AGGESSIBILITY IN BLUE AND WHITE ABOVE THE GHEGKOUT AISLE IN THE SAME LOGATION AS THE GHEGKOUT NUMBER OR TYPE OF GHEGKOUT IDENTIFICATION. - DIVERTER BAR (LARGE) - ADA GHEGK WRITER KEYBOARD HOLDER KEYBOARD GONSOLE IN/ HINGE ACCESS DOOR ADA GHEGKWRITER W N CUSTOMER SIDE ELEVATION 741111M111.1" 71111111111111110! TANK SAFETY G HA I N- SUPPLIED WITH BRACKET. ELEVATION SEGTION A5 3 DR COOLER 3 DR R 3 DR FREEZER 1 IIMEMEMu11110111�fil�l•1111M �I ■ %It ■II ■I�1 ■ /II ■�� WWII■nim Huswassmoriszat HALLWAY C SIC SIC f - 104' -IO" C 1C I1C �C 1 IIC t C iiC +1 m = C �C 1C I1C 11 C �C I1 I1 C 1 C 7 SALES AREA C �C �C �C t llE �I SIC 1 0C SIC 4,r_iiimicommomazonstrliej 1 ,liiiismin Immalmmum Imimumml ii �iM•■I . ■�•e . d DI 2x4 WD STUD- 6C SHALL SCREW WD STUD TO WALL AT MINIMUM (3) LOCATIONS. WD STUD SHALL BE MTD AT 40" AFF TO CENTER OF STUD. BRAGKET- GG SHALL LAG BOLT BRACKET TO WD ST JD AT HOLES PROVIDED. BRACKET INSTALLATION rp., SCALE: 3/4 " =1' -0" A5 H: \2009 \09219 -00_ DOLLAR _TREE_2010_GONT\I912 \01912A_ I EO9.dwg /-1 r C �C �C �C �C �C � ef C IIC :l: C IIC 11 C T1 C T1 CDC CI1CII 6q' -I I "± RE / EGRESS PLAN H:\2009 \09219- 00_DOLLAR_TREE_2010_GOi N912 \01912A_FPOI.dwg ATTACHED UNATTACHED TYPICAL WALL MOLDING DETAIL SGALE: 3"=1'-0" MEANS OF EGRESS ILLUMINATION IBC 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served - by the means of egress is occupied. IBC' 1006.2 Illumination level. The means of egress illumination level shall not be Tess than 1 foot- candle at the walking level... min at any point 0.1 f -c. IBC 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways.. 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landings...for exit discharge doorways... NORTH NOTES: I) NO GONDOLA UNITS, FIXTURES, OR PALLETS SHALL BE OVER 8' -0" AFF. 2) FIXTURE PLAN 15 "FOR REFERENGE ONLY." CONTRACTOR SHALL CONTACT DOLLAR TREE FOR FINAL APPROVED LAYOUT. 3) MAXIMUM TRAVEL DISTANCE SHALL BE 250' -O ". ACTUAL TRAVEL DISTANCE AS SHOWN: (— — — - ) 4) GHEGKOUTS ARE NOT ATTACHED TO FLOOR. 1 PAIR OF DOORS {(IF APPLICABLE) MA TS ATTACHED TO 4// DOOR FRAME AND DOOR. NOTE: CHECKOUTS ARE NOT ATTACHED TO FLOOR. SLIDE OUT TISSUE SHELF O 0 cil �0 4) lz CLOSEOUT PANEL- GASH DRAWER W/ QUICK RELEASE HOLE SLIDE OUT TISSUE SHELF UTILITY DRAWER ADJUSTABLE DECK OUTLINE OF SLOPED DECK 3 REAR ELEVATION CHECKER SIDE ELEVATION ACCESS DOOR KI O PARTIAL INTERIOR ELEVATION (REAR MODULE) SGALE: NOT TO SCALE \2009 \09219 -00_ DOLL AR_TRE E _2010_GON T\I912 \01912A_DT0I .dw g LOW VOLTAGE WIRE MID WITH WIRE CLIPS TIGHT TO DOOR FRAME. ACTIVE DOOR DETACHED ALARM SYSTEM (NON- DELAYED ALARM) SUPPLIED WITH LOW VOLTAGE WIRE AND DOOR MAGNETS. SUPPLIED BY TENANT AND INSTALLED BY CONTRACTOR. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 102010 City of Tukwila BUILDING DIvISInn' PANIC BAR DEVICE. SUPPLIED BY TENANT AND INSTALLED CONTRACTOR. RECEIVED JUN 012010 PERMIT CENTER TY REAR DOOR ALARM MOUNTIN !TAIL. SCALE: 1/2"=1'-0" • 0 r o S a) 1 0 - o 0 C C .9 0 o 0 4) L (1) L o_ -0 0 • RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622-2828 1 fax (757)622 -6883 project D 0 L a ° ° TRI-R SOUTHGENTER PLAZA DEAL #6O TUKWILA, WASHINGTON drawing FIXTURE / EGRESS PLAN AND DETAILS sheet A5 0C 0 r C �C �C �C �C �C � ef C IIC :l: C IIC 11 C T1 C T1 CDC CI1CII 6q' -I I "± RE / EGRESS PLAN H:\2009 \09219- 00_DOLLAR_TREE_2010_GOi N912 \01912A_FPOI.dwg ATTACHED UNATTACHED TYPICAL WALL MOLDING DETAIL SGALE: 3"=1'-0" MEANS OF EGRESS ILLUMINATION IBC 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served - by the means of egress is occupied. IBC' 1006.2 Illumination level. The means of egress illumination level shall not be Tess than 1 foot- candle at the walking level... min at any point 0.1 f -c. IBC 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways.. 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landings...for exit discharge doorways... NORTH NOTES: I) NO GONDOLA UNITS, FIXTURES, OR PALLETS SHALL BE OVER 8' -0" AFF. 2) FIXTURE PLAN 15 "FOR REFERENGE ONLY." CONTRACTOR SHALL CONTACT DOLLAR TREE FOR FINAL APPROVED LAYOUT. 3) MAXIMUM TRAVEL DISTANCE SHALL BE 250' -O ". ACTUAL TRAVEL DISTANCE AS SHOWN: (— — — - ) 4) GHEGKOUTS ARE NOT ATTACHED TO FLOOR. 1 PAIR OF DOORS {(IF APPLICABLE) MA TS ATTACHED TO 4// DOOR FRAME AND DOOR. NOTE: CHECKOUTS ARE NOT ATTACHED TO FLOOR. SLIDE OUT TISSUE SHELF O 0 cil �0 4) lz CLOSEOUT PANEL- GASH DRAWER W/ QUICK RELEASE HOLE SLIDE OUT TISSUE SHELF UTILITY DRAWER ADJUSTABLE DECK OUTLINE OF SLOPED DECK 3 REAR ELEVATION CHECKER SIDE ELEVATION ACCESS DOOR KI O PARTIAL INTERIOR ELEVATION (REAR MODULE) SGALE: NOT TO SCALE \2009 \09219 -00_ DOLL AR_TRE E _2010_GON T\I912 \01912A_DT0I .dw g LOW VOLTAGE WIRE MID WITH WIRE CLIPS TIGHT TO DOOR FRAME. ACTIVE DOOR DETACHED ALARM SYSTEM (NON- DELAYED ALARM) SUPPLIED WITH LOW VOLTAGE WIRE AND DOOR MAGNETS. SUPPLIED BY TENANT AND INSTALLED BY CONTRACTOR. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 102010 City of Tukwila BUILDING DIvISInn' PANIC BAR DEVICE. SUPPLIED BY TENANT AND INSTALLED CONTRACTOR. RECEIVED JUN 012010 PERMIT CENTER TY REAR DOOR ALARM MOUNTIN !TAIL. SCALE: 1/2"=1'-0" • 0 r o S a) 1 0 - o 0 C C .9 0 o 0 4) L (1) L o_ -0 0 • RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622-2828 1 fax (757)622 -6883 project D 0 L a ° ° TRI-R SOUTHGENTER PLAZA DEAL #6O TUKWILA, WASHINGTON drawing FIXTURE / EGRESS PLAN AND DETAILS sheet A5 C IIC :l: C IIC 11 C T1 C T1 CDC CI1CII 6q' -I I "± RE / EGRESS PLAN H:\2009 \09219- 00_DOLLAR_TREE_2010_GOi N912 \01912A_FPOI.dwg ATTACHED UNATTACHED TYPICAL WALL MOLDING DETAIL SGALE: 3"=1'-0" MEANS OF EGRESS ILLUMINATION IBC 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served - by the means of egress is occupied. IBC' 1006.2 Illumination level. The means of egress illumination level shall not be Tess than 1 foot- candle at the walking level... min at any point 0.1 f -c. IBC 1006.3 Illumination emergency power. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure, an emergency electrical system shall automatically illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways.. 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landings...for exit discharge doorways... NORTH NOTES: I) NO GONDOLA UNITS, FIXTURES, OR PALLETS SHALL BE OVER 8' -0" AFF. 2) FIXTURE PLAN 15 "FOR REFERENGE ONLY." CONTRACTOR SHALL CONTACT DOLLAR TREE FOR FINAL APPROVED LAYOUT. 3) MAXIMUM TRAVEL DISTANCE SHALL BE 250' -O ". ACTUAL TRAVEL DISTANCE AS SHOWN: (— — — - ) 4) GHEGKOUTS ARE NOT ATTACHED TO FLOOR. 1 PAIR OF DOORS {(IF APPLICABLE) MA TS ATTACHED TO 4// DOOR FRAME AND DOOR. NOTE: CHECKOUTS ARE NOT ATTACHED TO FLOOR. SLIDE OUT TISSUE SHELF O 0 cil �0 4) lz CLOSEOUT PANEL- GASH DRAWER W/ QUICK RELEASE HOLE SLIDE OUT TISSUE SHELF UTILITY DRAWER ADJUSTABLE DECK OUTLINE OF SLOPED DECK 3 REAR ELEVATION CHECKER SIDE ELEVATION ACCESS DOOR KI O PARTIAL INTERIOR ELEVATION (REAR MODULE) SGALE: NOT TO SCALE \2009 \09219 -00_ DOLL AR_TRE E _2010_GON T\I912 \01912A_DT0I .dw g LOW VOLTAGE WIRE MID WITH WIRE CLIPS TIGHT TO DOOR FRAME. ACTIVE DOOR DETACHED ALARM SYSTEM (NON- DELAYED ALARM) SUPPLIED WITH LOW VOLTAGE WIRE AND DOOR MAGNETS. SUPPLIED BY TENANT AND INSTALLED BY CONTRACTOR. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 102010 City of Tukwila BUILDING DIvISInn' PANIC BAR DEVICE. SUPPLIED BY TENANT AND INSTALLED CONTRACTOR. RECEIVED JUN 012010 PERMIT CENTER TY REAR DOOR ALARM MOUNTIN !TAIL. SCALE: 1/2"=1'-0" • 0 r o S a) 1 0 - o 0 C C .9 0 o 0 4) L (1) L o_ -0 0 • RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622-2828 1 fax (757)622 -6883 project D 0 L a ° ° TRI-R SOUTHGENTER PLAZA DEAL #6O TUKWILA, WASHINGTON drawing FIXTURE / EGRESS PLAN AND DETAILS sheet A5 — r - -1 r - -1 r —ter — JI_— JL_JL —JL 1 i ;ll 0 0 Oro a cO■ 0 0 0.0 0 0On o p 0.0 p o0: a p p0 o /i p p pp p cl 0 0 o 0 00 0 0 c p oall 0 0 0o p 1' e o oro o °OE o p co p el o$N ;s- INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND w 0 II 1 I 11 11 � I 1 Dr7 0 0 N 0 \\ r i 0 7 I'_6" 1 1- 1u o Q o — w °' w D_ w 0 p p C-1 C-� C9CC_1C -1C -C 11 LJ r7 it n 11 LJ r7 II LJ C-1 12" MIN I ! II aNG DE • C_ _ C—�C -� r_ C�J C il C_1 C-1 C-1 -1 C9 C=l C-1 C-I —IN I 31 ,I...1 i ❑ --H— _J L_ L —J u LJ nn 1 11 1 uu nn 1 11 1 LJ L_1 Eln 1 11 1 uu nn 1111 LI LJ nF-1 1 11 1 uiLJ X X'_52, n LJ n LJ n u n u N n FT u n U n I1 u u1 n LJ n LJ n LJ n n LJ 51_411 s3IIELtYB L — J r --H- -ter —� L_JL —JL L J r —� L — J r --1r —� L —JL —J r- - ir-- Ir --Ir—� L_JL— JL —JL L — J J nCV n 1 11 1 ET 1 11 1 LI LI nn 1 1 1 L_1 LJ nn 1 11 1 LI LI nn 1 11 1 uu nn 1 11 1 L_1 LJ nn 1111 Li u LJ L I 5' -4" SALES AREA 21 S1.21Y9 GNIddOH' mow-S u n LJ n u n LJ CN CN N nn nn n uu uu 61_0„ in nn I ' r y 1 11 1 5' -0 III I LI L_11 X II n nn nn 1 1 1 11 1 1 11 1 u LJ a LJ L n nn nn 11 1 11 1 1111 LJ LJ u LJ u n nn nn 1 I 1 11 1 1 11 1 LJ u u LJ u nl I 1111 uu nn 1111 LJ LJ nn II 1 LJ u ' -a 3)103 1 nn 1 11 1 LJu F-11-7 A'Iu nn 1 11 1 uu nn 1 11 1 uu nn 1 11 1 LI u LJ u 51-0" 51-0" 1- 6' -2 112011"n"' NMI MIN ■•• NNE NMI ❑ II I 11 11 �>K� 11 II 138' -6 "-} I 11 51_0" 4' -0" ID H n n f n LJ n n n u n II u n II LI n u n LI n LJ n LJ n LI n Li n Li n LI n LI n LI 5'_0" n n I n LJ n I j n u r7 1I LJ r7 11 LJ n larriva 1 L 0 Q 6' GREETING CARDS 9 / CSC- 1C- 1C- if-��, 1�.C11 P. V_ _N a 11 CS1I1LI1L —IN I 31 ,I...1 i ❑ --H— _J L_ L —J u LJ nn 1 11 1 uu nn 1 11 1 LJ L_1 Eln 1 11 1 uu nn 1111 LI LJ nF-1 1 11 1 uiLJ X X'_52, n LJ n LJ n u n u N n FT u n U n I1 u u1 n LJ n LJ n LJ n n LJ 51_411 s3IIELtYB L — J r --H- -ter —� L_JL —JL L J r —� L — J r --1r —� L —JL —J r- - ir-- Ir --Ir—� L_JL— JL —JL L — J J nCV n 1 11 1 ET 1 11 1 LI LI nn 1 1 1 L_1 LJ nn 1 11 1 LI LI nn 1 11 1 uu nn 1 11 1 L_1 LJ nn 1111 Li u LJ L I 5' -4" SALES AREA 21 S1.21Y9 GNIddOH' mow-S u n LJ n u n LJ CN CN N nn nn n uu uu 61_0„ in nn I ' r y 1 11 1 5' -0 III I LI L_11 X II n nn nn 1 1 1 11 1 1 11 1 u LJ a LJ L n nn nn 11 1 11 1 1111 LJ LJ u LJ u n nn nn 1 I 1 11 1 1 11 1 LJ u u LJ u nl I 1111 uu nn 1111 LJ LJ nn II 1 LJ u ' -a 3)103 1 nn 1 11 1 LJu F-11-7 A'Iu nn 1 11 1 uu nn 1 11 1 uu nn 1 11 1 LI u LJ u 51-0" 51-0" 1- 6' -2 112011"n"' NMI MIN ■•• NNE NMI ❑ II I 11 11 �>K� 11 II 138' -6 "-} I 11 51_0" 4' -0" ID H n n f n LJ n n n u n II u n II LI n u n LI n LJ n LJ n LI n Li n Li n LI n LI n LI 5'_0" n n I n LJ n I j n u r7 1I LJ r7 11 LJ n larriva 1 L 0 Q 6' GREETING CARDS 9 / EILLON4 -PiNOSVil r ,ZI 1 P. V_ _N a 11 1v NIS v 31 1 L ,zt A —1CV 0 d- 0 r7 11 LJ r7 11 LJ r7 1I LJ r1 1I LJ r7 11 LJ r7 11 LJ r-1 11 LJ r7 11 LJ ri 5'_0 1 1 r7 11 LJ r7 11 LJ r7 II LJ 11 11 11 I1 11 +1 0 r FIXTURE ORDER EXPENSE DEPARTMENT QTY ITEM X PARKING LOT CART CORRAL X WOODEN PALLETS X GRID SPEED TABLE(S) X GRID H- UNIT(S) X ROUND GIFT FIXTURE X EZ - FIT CHANNEL (PK 50) X 48' FLOWER SHELF (PK 6) X WRIGLEY'S 4' UMBRELLA MERCHANDISE GUM RACK X WRIGLEY'S SIDE CHECKOUT COUNTER GUM RACK LEGGETT AND PLATT QTY ITEM X 36'X72' DOUBLE -SIDED GONDOLA RUN(S) CONSISTS 9F1X AT XX X AT XX X AT XX X AT XX X AT XX X AT XX X 18' EXTENDER KITS CONSISTS OF1 X 18° X 36' STARTER(S) X 18' X 36' ADDON(S) X 18' X 48' STARTER(S) X 18' X 48' ADDON(S) 36'X54' DOUBLE -SIDED GONDOLA RUN(S) CONSISTS OF1X AT XX X AT XX X 18'X48" SINGLE SIDED WALL GONDOLA RUN(S) CONSISTS OFI X AT XX X AT XX X 18 °X96° WALL GONDOLA RUN(S) CONSISTS OF: X AT XX X AT XX X AT XX X AT XX X AT XX X AT XX X AT XX X AT XX X AT XX X AT XX X 36° X 72° ENDCAP(S) X 36' X 54' ENDCAP(S) X 3' BOOKSHELVES X 4' BOOKSHELVES X 14' X 36' SHELVES X 16' X 36' SHELVES X 14' X 48' SHELVES X 16' X 48' SHELVES X CANDY MERCHANDIZER w /FEATURE END (R) X CANDY MERCHANDIZER w /BULK END (R) X CANDY MERCHANDIZER w /FEATURE END (L) X CANDY MERCHANDIZER w /BULK END (L) 1 TIERED TABLE ('WOW" TABLE) X 54' 4 -WAY DISPLAYER(S) W /SHELVES X STOCKROOM SHELVING (4' SECTIONS) X U -BOATS INDUSTRIAPLEX X BREAKROOM KIT(NEW STORES ONLY) X S.D.T. SHOPPING CARTS X 36' CART RAIL SECTION X 72' CART RAIL SECTION X STOCKROOM ROLLER SYSTEM BEST /FLEX 200 CONSISTS OF1 X -24' SECTIONS(S) GRAND BENEDICTS 2 1 X X X X X X X X X X `X HELIUM TANK BRACKETS DVD SHELVES(2PK CASE -1 -14' 1 -16') PICTURE FRAME SHELVES (CARTONS) GRID PANELS (CARTONS) HANG RAILS (CARTONS) BOOK SHELF BASKETS (CARTONS) MOBILE MERCHANDISER POWER PANEL (2) 14' X 36' OPEN END BASKET 16' X 48' OPEN END BASKET (MAX a 504) 16' X 36' OPEN END BASKET 14' OPEN END BASKET DIVIDER 16' OPEN END BASKET DIVIDER (MAX 2 1750) 3' X 48' PEG FENCE REVIEW L CODECOMP C rUatpn JUN; City of T BUiLDING D qTs1 RECEIVED JUN 012010 PERMIT CENTER 4 PR ai CODE COMMENTS 0 t 0 cn 0 0 N 0 t 0 0 0 E c 0 .N 0 O O N N N >- • < m 0 0 0 0 O 0 0 0_ -o 0 c 0) 0 -0 C 0 L 0 0 0 0 0 t 0 RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622 -2828 / fax (757)622 -6883 SIGNED AND STAMPED FOR GONDOLA LAYOUT REFERENCE FOR SEISMIC ANCHORAGE CALCULATIONS AND DETAILS 0 0 0 CL CD c 0 0 ANCHORAGE PLAN sheet SA1.1 of r& zz ¢o 0 eL zw 0 F 0 w 0 U 0 cc o Li LE-I a. cn LI FL- cn Ld cr ct o o Z co LLI cTD CC L_ W w z L_ 0 z 0 - w(1 0.0 0 W WO 0I Z Q- 0 w0 - H. OLLI 0r z wQ Q>- n f Uz W za w CO Z0 Qa Qo mz v0 .117 0 0 Z 0 wa_ U 0W c (� � Qw 0w z� 0< 0 rw 00 z CO 0 L_~ 00 W W oU zz W S Hr D0 z <0 ra CO 0 J al CD zz a- () >_ wz 0 Q <1 Z < �o 0 =o >- w m� ow= � z0 w � J wE cc r 0 cw 00 <o o. z \ Z0 Dc' 1.1 1.1 II I.1 1.1 1.1 1.1 SEE DETAIL 18/- FOR MORE INFO. 1.1 .11 1. I•i 1 SEE DETAIL I5/- 11 I i FOR MORE INFO. 11 i 1411 11 11 iII 1 1 11 1 i III 1 LI II I LI 11 11 1.1 V � 1 I.1 11 1.1 I1 1 ,l '0 )1: SEE DETAIL I8 /- 11 i,l FOR MORE INFO. LI \ 11I� I J11,1 ,I 1 I I,I ,l r111 I I 1,1 1,1 i l 11 it i•1 1 .I 1 1.1 I SEE DETAIL 20/- 1.1 11 i FOR MORE INFO. 11 11 II / 1� 1,1 1,1 1,1 \ 1► •11 I 11 1 1 II II 11 01. 1.1 1.1 11 \ \ ( SEE DETAIL FOR MORE `l O. l0 F .1 II II 1.1 ��- SEE DETAIL 14/- FOR MORE INFO. • ISEE 1OB FOR MORE INFO. • SEE 108 FOR MORE INFO. WALL SINGLE SIDED UNIT O O O O O O DENOTES TYPICAL ANCHORING LOCATIONS O O O O O O O O ATTACHMENT TO THE WALL 15 OPTIONAL 11 TOP VIEWS SCALE: N.T.S. 16 DETAIL - BACKROOM STORAGE SHELF SCALE: N.T.S. a6" SIDE VIEW TOP VIEW 1/16" RAD. TYP. 1 1/2" r........ 21/32 16 GAGE GALVANIZED STEEL ° ° SEE DETAIL SA FOR MORE INFO. ° ° ° ° ° °aSEE DETAIL a FOR ° SEE DETAIL 4 FOR MORE INFO. MORE INFO. ° °p0 SEE DETAIL MORE INF•. SEE DETAIL 8A FOR MORE INFO. :SEE DETAIL a FOR MORE INFO. SEE DETAIL 8E3 FOR MORE INFO. SEE DETAIL 3 FOR MORE INFO. SEE DETAIL MORE INF SEE DETAIL 88 FOR MORE INFO. . o ■ \ �- SEE DETAIL \ 5,6A,I OA FOR MORE INFO. 1 SEE DETAIL 4 FOR MORE INFO. SEE DETA MORE IN SEE DETAI MORE IN �! SEE DETAIL 8 FOR MORE INFO. SIDE VIEW - SINGLESIDED UNFT SEE DETAIL 8 FOR MORE INFO. SEE DETAIL 4 FOR MORE INFO. SEE DETAIL 4 FOR MORE INFO. SIDE VIEW - DOUBLE SIDED UNIT SEE DETAIL 3 FOR MORE INFO. SEE DETAIL 2 FOR MORE INFO. NOTE: I. IF ANCHOR 15 WITHIN 4" OF SLAB CONTROL JOINT ( I /8" WIDE SAWCUT x I" DEEP MAX.) USE 65 /- ANCHOR. 2. IF ANCHOR IS WITHIN 4" OF SLAB EDGE OR CONSTRUCTION JOINT USE 65/- ANCHOR. ANCHORS ARE NOT ALLOWED WITHIN 2 1/2" OF SLAB EDGE OR CONSTRUCTION JOINT. CONTACT THE ENGINEER IF THIS CONDITION EXISTS SEE DETAIL 546A FOR STRAP 4 ANCHOR INFO. SEE NOTE 142 MORE INFO. NOTES: 1. DESIGN PER SECTION 2208.1 OF THE 2006 IBC. SITE CLASS D, Ss = 1.422 2. STORAGE CAPACITY: LIVE LOAD = 30# PER LEVEL (INTERIOR) LIVE LOAD = 40# PER LEVEL (BACK ROOM) 3. ASTM A570 FOR SHAPE Fy = 36,000 PSI GRADE 36. 4. ALL BOLTS A307 (UNLESS OTHERWISE NOTED). 5. ANCHOR HILTI KWIK BOLT TZ ICC REPORT ESR -1917 OR APPROVED EQUAL. 6. SPECIAL INSPECTION IS REQUIRED FOR ANCHOR INSTALLATION. 7. CONCRETE 4" THICK x 2,500 PSI. 8. SOIL BEARING PRESSURE 1,500 PSF BASE LEG SCALE: N.T.5. UP RIGHT ASSEMBLY DETAILS FOR DOUBLE SIDED UNIT SCALE: N.T.5. BASE TUBE SCALE: N.T.S. 8 SHELF SCALE: N.T.S. 16" I 3/16" 1" I I /I6 "_G I I/4" UPRIGHT SCALE: N.T.S. 17 DETAIL UPRIGHT SCALE: N.T.S. 12 GENERAL CONFIGURATION ARM SCALE: N.T.S. SCALE: N.T.S. 16 GAGE GALVANIZED STEEL PIERCE .250x.500 SLOTS (4 REQUIRED) 3 I /6" REF. �--- 1 /2" REF. �-- 3/4" TYR ,I,15/16 1/32 RAD TYP. I Q /16" a /I6 18 DETAIL - STRETCHER SCALE: N.T.S. 5/8" -14 SEE DETAIL 65 FOR MORE INFO. .431 DIA. PIERCE THRU 2 PLACES 11/4" REF. k 5/81: 16 GAGE GALVANIZED STEEL /4" 19 DETAIL - HOLD DOWN STRAP SCALE: N.T.S. PEG BOARD 7o \ '\ SINGLE SIDED UNIT FRONT VIEW (DIMEN51o345) 13 \ '\ DASHED PORTION 15 FOR THE SINGLE SIDED UNIT ONLY (DOUBLE SIDED UNIT 15 6' TALL) 1'-4" 5 3/4" 1'-4" '1- 111 DOUBLE SIDED UNIT (DIMENSIONS) SIDE VIEW - SINGLE SIDED UNIT SIDE VIEW - DOUBLE SIDED UNIT 5 3/4" STORAGE FIXTURE ELEVATIONS SCALE: N.T.S. 16 GAGE GALVANIZED STEEL DETRMINED AT RIVET (I REQ.) FINAL ASSEMBLY PER MFG CROSS BRACE (2) REQUIRED #IOxl /2" PAN HEAD SCREW TYP. q6" SEE DETAIL 17/- FOR MORE INFO. O 5EE DETAIL 8/- FOR MORE INFO. NOTE: ALL WELDS MUST BE CLEAN OF SPLATTER AND RESIDUE ALL WELDS TO BE TOUCHED UP WITH PAINT -4= 46 1/2" 4=0=- 3/4" 1/2" OS 0 2e r� 4 -PLCS. EVER" STRETCHER SEE DETAIL 5 FOR MORE INFO. 1/8"/ 2 3/4" CTYP. BOTH SIDES SEE DETAIL 2 FOR MORE INFO. />f LEG LEVELER SEE DETAIL 5$6A FOR STRAP ANCHOR INFO. SEE NOTE 142 MORE INFO. NOTE: I. IF ANCHOR 15 WITHIN 4" OF SLAB CONTROL JOINT ( I/8 WIDE SAWCUT x I" DEEP MAX) USE 613/- ANCHOR. 2. IF ANCHOR 15 WITHIN 4" OF SLAB EDGE OR CONSTRUCTION JOINT USE 65/- ANCHOR. ANCHORS ARE NOT ALLOWED WITHIN 2 1/2" OF SLAB EDGE OR CONSTRUCTION JOINT. CONTACT THE ENGINEER IF THIS CONDITION EXISTS KICK PLATE SCALE: N.T.S. 1 1/16" 1 7/16" ANCHOR BRACKET SCALE: N.T.S. 2 1/8" MIN. EMBED OWN SEE NOTES ABOVE FOR MORE ANCHOR INFO. Boa UP RIGHT ASSEMBLY DETAILS FOR SINGLE SIDED UNIT 6A ANCHOR SCALE: N.T.S. SCALE: N.T.S. 20 DETAIL - SHELF ASSEMBLY SCALE: N.T.S. 15 DETAIL - CROSS BRACE ASSEMBLY SCALE: N.T.5. DETAIL SPACE FRAME 14 SCALE: N.T.S. SEE DETAIL 546A FOR STRAP 4 - ANCHOR INFO. SEE NOTE 142 MORE INFO. I" O INSIDE FACE 5EE DETAIL Ia /- FOR MORE INFO. SEE DETAIL 18/- FOR MORE INFO. TOP VIEW - SEE DETAIL 5 4 6A FOR STRAP ANCHOR INFO. SEE NOTE 142 MORE INFO. SEE DETAIL 11/- FOR MORE INFO. SEE DETAIL la /- FOR MORE INFO. NOTE: I. IF ANCHOR 15 WITHIN 4" OF SLAB CONTROL JOINT ( I /8" WIDE SAWCUT x I" DEEP MAX) USE 6B /- ANCHOR. 2. IF ANCHOR 15 WITHIN 4" OF SLAB EDGE OR CONSTRUCTION JOINT USE 6B /- ANCHOR. ANCHORS ARE NOT ALLOWED WITHIN 2 1/2" OF SLAB EDGE OR CONSTRUCTION JOINT. CONTACT THE ENGINEER IF THIS CONDITION EXISTS b(OOd1 5 I /8" MIN. EMBED SEE NOTES ABOVE FOR MORE ANCHOR INFO. 6B ANCHOR SCALE: N.T.S. roe DETAIL SCALE: N.T.S. REVIEWEL FOR CODE COMPLIANCE Jut i (1 d" J City of Tukwila BUILDING DIVlslnNi RECEIVED JUN 01 2010 PERMIT CENTER tei W W aw _z m H en 0{7 ■ N Ch zri N 0 ° N Q w� 1 z 0 H Qog wu r- U 0 x.d.. H Nw m E SwF 0 E 0 .� 0 L O 0 >- < i- •- d- CO Q CO N N M 0 Da 3 0 L -o 0 -0 0 RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622 - 28281 fax (757)622 -6883 sheet SA2.1 of 1/4" x 1" TEK SCREW INTO MINIMUM 12 GAUGE MATERIAL (TYF'). 5 SCREWS REQUIRED. (q) 5/16" DIAMETER HOLES EACH SIDE. S C I N CONCRETE FLOOR ANGLE 3"x3 I/2"x1/4"x 35" OR BENT PLATE CENTERLINE OF (2) UNITS PLAN DISTANCE BETWEEN UNIT BASES CENTERLINE OF (2) UNITS EXTENT OF UNIT BASE BEYOND tn SECTION EXTENT OF UNIT BASE BEYOND 21..511 CONCRETE FLOOR 1/4" x I" TEK SCREW INTO MINIMUM 12 GAUGE MATERIAL (TYP). 5/16" DIAMETER HOLE. ANGLE 3"x3 I/2"x1/4"x 2,1" OR BENT PLATE q V2" -.4 XTENT OF UNIT BASE BEYOND EXTENT or UNIT BASE BEYOND 1 3/4" I 1/4" u ut 1"t tilt 1"t 1"t 4" "t it 'it 1 't "1"i 14 I k m 1/ t --(1)—T—Er•---Er. A I- ' A t __\______ tNi -I II III i P d R p d ELEVATION iA 400 cri \ 3/5" DIA. HILTI SUPER 500-5D ADHESIVE 1/16" DIAMETER PER MANUFACTURER'S REPORT 4tESR-2322. REQUIRED FOR HAS ROD WITH HILTI HI SYSTEM, 2 3/4" EMBEDME HOLE IN BENT PLATE. INSTAL INSTRUCTIONS 4 ICC. SPECIAL INSPECTION 15 ANCHOR INSTALLATION. RE T. In I'd — m \ 11 IJ II II II II 11 II 11 II II II II II II I 11 11 \ ___-k- / 111 an cf.f qui qII PLAN DISTANCE BETWEEN UNIT BASES CENTERLINE OF (2) UNITS EXTENT OF UNIT BASE BEYOND tn SECTION EXTENT OF UNIT BASE BEYOND 21..511 CONCRETE FLOOR 1/4" x I" TEK SCREW INTO MINIMUM 12 GAUGE MATERIAL (TYP). 5/16" DIAMETER HOLE. ANGLE 3"x3 I/2"x1/4"x 2,1" OR BENT PLATE q V2" 1 I/211 lit 1 it ii i i u 1/2" q 1/2" I I --(1)—T—Er•---Er. A I- ' A _ tn qta E EVATION 3/5" DIA. HILTI SUPER HAS ROD WITH HILTI HIt 500-5D ADHESIVE SYSTEM, 2 3/4" EMBEDME T. 1/16" DIAMETER HOLE IN BENT PLATE. INSTALII. PER MANUFACTURER'S INSTRUCTIONS 4 ICC REPORT t*E5R-2322. SPECIAL INSPECTION 15 REQUIRED FOR ANCHOR INSTALLATION. II II 11 11 II II II I qit PLAN WALK—IN FREEZER/COOLER UNITS 1 WALK IN FREZZER/COOLER ANCHORAGE PLAN SCALE: 1/4" = 11-0" 1 REAR FREEZER UNIT FRONT REAR FREEZER UNIT FRONT Jj REAR ■ COOLER UNIT /*Ms% FRONT r--t ■ REACH—IN FREEZER/COOLER UNITS 2 3 DOOR COOLER SCALE: 1/4" = 4 DETAILS SCALE: V4" = DETAILS SCALE: 1/4" = 1 -0" SECTION EXTENT OF UNIT BASE BEY0 I 1/2" 1 11 11 "t It it_e,.. CONCRETE FLOOR 1/4" x I" TEK SCREW INTO MINIMUM 12 GAUGE MATERIAL (TYP). 5/16" DIAMETER HOLE. ANGLE 3"x3 I/2"x1/4"x 2q" OR BENT PLATE 11 ALTERNATE HOLES FOR "RIGHT HANDED BRACKET". 3/5" DIA. HILTI SUPER HAS ROD WITH HILTI HIT RE 500-5D ADHESIVE SYSTEM, 2 3/4" EMBEDMENT. 1/16" DIAMETER HOLE IN BENT F'LATE. INSTALL PER MANUFACTURER'S INSTRUCTIONS $ ICC. REPORT #ESR-2322. SPECIAL INSPECTION 15 REQUIRED FOR ANCHOR INSTALLATION. 1 11 1 II 11 PLAN *tI2 TEKS x 3/4" INTO - MINIMUM 26 GAUGE MATERIAL (TYP). 12 GAUGE BENT PLATE II" I 3/4" I 3/4" I 5/4" I 5/4"1 3/4" 1/4" DIAMETER HOLE IN BENT PLATE ELEVATION 5/8" DIA. HILT! SUPER HAS ROD WIT-1 HILTI HIT RE 500-50 ADHESIVE SYSTEM, 2 3/4" EMBEDMENT. 1/16" DIAMETER HOII.E IN BENT PLATE. INSTALL PER MANUFACTURER'S INSTRUCTIONS 4 ICC REPORT *SR-2322. SPECIAL INSPECTION 15 REQUIRED FOR ANCHOR INS ATION. qtt PLAN SECTION 3 DETAILS SCALE: 1/4" = 5 DETAILS SCALE: 1/4" = REVIEWED FOR CODE COMPLIANCE APPMVED JUN 1 0 MO City of Tukwila BUILDING DIVISION RECEIVED JUN 01 2010 PERMIT CENTER NOTE: 1. DESIGN PER SECTION 2208.1 OF THE 2006 IBC SITE CLASS D, S = 1.422 2. ALL STEEL ANCHOR CLIPS ARE ASTM A570 Fy = 36,000 PSI (MIN.) 3. ALL BOLTS A307 (UNLESS OTHERWISE NOTED). 4. ANCHOR TO BE EPDXIED TO (E) SLAB WITH HILTI RE 500-SD WITH 2 3/4" EMBEDMENT (ICC ESR-2322) OR APPROVED EQUAL 5. SPECIAL INSPECTION IS REQUIRED FOR ANCHOR INSTALLATION. 6. CONCRETE SLAB IS 4" THICK MIN. F'c 2,500 PSI. 7. SOIL BEARING PRESSURE 1,500 PSF 8. THIS DESIGN ONLY ADDRESS THE ANCHORAGE OF THE FREEZER/COOLER UNITS (SHOWN IN DETAILS 1-2 1-) TO RESIST SITE APPLICABLE SEISMIC OVER TURNING & SLIDING FORCES. THE FREEZER/COOLER UNITS ARE ASSUMED BY THIS DESIGN TO BE ABLE TO TRANSFER ALL APPLICABLE SEISMIC FORCES TO THE STEEL ANCHORAGE CLIPS SHOWN IN THE DETAILS. DESIGN OF THE STRUCTURE OF THE FREEZER/COOLER UNITS IS NOT PART OF THIS DESIGN AND IF REQ'D IS BY OTHERS. c 0 0 0 cn 0 -46 0 o (/) c 0 'Ft 0) 3 -22 -2010 0 0 0 >- < >- ,j. CO < 0 0 0 a) .(7)' CL 0 0) *F/i 0 0 L_ 0 0 0 0) -c 0 RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622-2828 1 fax (757)622-6883 sheet SA2.2 of (14) CONTROL SECTION RTU -1 RA SA � U DTSD (10) (14) CONTROL SECTION RTU -2 RA SA DTS (10) CONTROL SECTION RTU -3 RA SA � U DTSI 14 10 (VI) CONTROL SECTION RTU -4 RA SA � U DTS 12 T SSC SSC 110 STS J STS SSC (10) STS EMS IFP (18x12x7) eSC -280 CiZ • 120 VAC IFP POWER CIRCUIT (RE: EM -2) 240/480 VAC 3 cp CIRCUIT (RE: EM -2) (PHASE LOSS) I I • RJ -45 RJ -11 ETHERNET JACK TELEPHONE JACK ROS • 120 VAC eSC POWER CIRCUIT (RE: EM -2) (MOUNTED IN ELECTRICAL ROOM /AREA ADJACENT TO LIGHTING CIRCUIT PANELS) (RE: EM -2 EMS WIRING DETAIL) ENERGY MANAGEMENT SYSTEM SINGLE UNE DIAGRAM SCALE: None NOTE: CONNECT EXTERNAL MODEM, INCLUDING: -- RJ11 FROM WALL CONNECTOR TO 'LINE' OF MODEM -- DB9 FROM eSC -280 TO MODEM DB25 PLUG MODEM INTO 120VAC SERVICE OUTLET IN IFP PANEL (SIMPLESTAT RTU CONTROLLERS MOUNTED IN ELECTRICAL ROOM /AREA ADJACENT TO EMS IFP PANEL SHOWN BELOW ) (RE: EM-3 SIMPLESTAT MOUNTING DETAIL) (SPACE TEMPERATURE SENSOR) (RE:TELETROL CEILING DOWN ROD INSTALLATION INSTRUCTIONS) EMS REMOTE TESTING CHECKLIST • PERMANENT POWERAPPLIED TO BUILDING. • ALL INTERIOR LIGHTING AND LIGHTING CONTACTORS WIRED AND OPERATIONAL • ALL EXTERIOR LIGHTING AND LIGHTING CONTACTORS WIRED AND OPERATIONAL 120 VAC CONTROL CIRCUIT INSTALLED AND WIRED TO EMS -IFP. 240/480 VAC 34) CIRCUIT INSTALLED AND WIRED TO EMS PHASE LOSS RELAY. ALL EMS CABLE AND WRING INSTALLED AND TERMINATED AS PER THE DRAWINGS AND MANUFACTURERS INSTRUCTIONS. • ALL EMS COMPONENTS INSTALLED AND OPERATIONAL AS PER DRAWINGS AND MANUFACTURER'S INSTRUCTIONS, INCLUDING THE FOLLOWING: eSC SYSTEM CONTROLLER EMS -IFP SIMPLESTAT RTU CONTROLLER (1 PER RTU) DUCT TEMPERATURE SENSOR (1 PER RTU) REMOTE OVERRIDE SWITCH OUTDOOR TEMPERATURE SENSOR OUTDOOR LIGHT SENSOR • NATURAL GAS UTILITY SERVICE APPLIED TO BUILDING OF APPLICABLE). • TELEPHONE SERVICE UTILITYAPPLIED TO BUILDING. • HIGH SPEED INTERNET / INTERNET SERVICE APPLIED TO BUILDING. • RJ-45 ETHERNET CABLING INSTALLED AND OPERATIONAL FOR REMOTE COMMUNICATIONS. • RJ-11 TELEPHONE CABLING INSTALLED AND OPERATIONAL FOR REMOTE COMMUNICATIONS. • ALL HVAC COMPLETE AND OPERATIONAL • ELECTRICAL CONTRACTOR HAS QUALIFIED TECHNICIAN SCHEDULED FOR REMOTE SYSTEM TESTING. • MECHANICAL CONTRACTOR HAS QUALIFIED TECHNICIAN SCHEDULED FOR REMOTE SYSTEM TESTING. DEVICE LEGEND SYMBOL DESCRIPTION PART # [DTS STS eSC -280 ROS SIMPLESTAT RTU CONTROLLER DUCT TEMPERATURE SENSOR SPACE TEMPERATURE SENSOR OUTDOOR LIGHT SENSOR OUTDOOR TEMPERATURE SENSOR eBUILDING SYSTEM CONTROLLER REMOTE OVERRIDE SWITCH 01 -329 VR -415 74 -129 KE -019 VR -427 01-431 00-436 CABLE LEGEND KEY SIZE TYPE MFG. MFG. PART # 18/2 18/4 18/8 VARIES SHIELDED, PLENUM SHIELDED, PLENUM T -STAT, PLENUM FIELD INSTALLED WIRING WINDY CITY WINDY CITY WINDY CITY # 002320 -B # 002340 -B # 002392 -5 ENERGY A GEMENT SYSTEM NOTES: I. GENERAL CONTRACTOR'S RESPONSIBILITIES: a. Coordination with the electrical and mechancial contractor's to be present during the entire remote commissioning for a two -hour period, via telephone, for a complete commissioning of the EMS as deemed by Teletrol Systems Commissioning Agent. b. Contact Teletrol Systems Inc. at 615- 495 -1963 for scheduling of remote EMS commissioning. Remote EMS commissioning needs to be scheduled 24 hours prior to commissioning. c. Confirm that Electrical and Mechanical contractors have completed the Teletrol Survey form. Confirm Teletrol Survey form is FAXED to Teletrol National Account Team at (603)645 -6174. II. ELECTRICAL CONTRACTOR'S RESPONSIBILITIES: a. Provide labor and installation material, as required, for a complete and operational Teletrol Systems Inc. EMS for this Dollar Tree Stores location. b. Receive and store all Teletrol Systems Inc. material in a safe and secure place until the EMS installation has been completed. c. The following equipment will be supplied by Teletrol Systems Inc., and installed by the Electrical Contractor: i.1 eSC System Controller ii. 1 Outdoor Light and Temperature Sensor Assembly (OSA) iii.1 Lighting Contactor Panel w /Phase Loss Monitor (IFP Panel) iv.1 Manager Timed Override panel v. 1 Seven Foot Ethernet Patch Cable (CAT5) vi.1 Seven Foot Phone Patch Cable vii. Modem & mounting kit d. Review the entire set of plans, perform a job site survey and inventory the Teletrol Systems Inc. equipment to ensure the proper equipment has been ordered and received for a complete and operational Teletrol Systems Inc. EMS. e. If any material is missing or additional equipment, (e.g. lighting contactors) is required, immediately call Teletrol Systems Inc. at 615 -495 -1963 to request an order. f. Electrical Contractor shall verify voltage of phase Toss monitor, number of roof top units and number of controlled lighting circuits against the design and report discrepancies that cannot be resolved in the field, to the Teletrol Operations Manager @ 615 -495 -1963 for further instruction. g. All EMS cables are to be installed per National and Local codes. It is the Electrical Contractor's responsibility to determine if national and local codes permit class 2 cables to be installed exposed within the building structure or if a full conduit system is required. h. EMT connectors and bushings are to be installed at the top of every conduit sleeve to protect EMS cables from abrasions. All cables are to be clearly and distinctly labeled at both ends. i. Perform all work in accordance with all national, state, or local codes for this project. j. Coordinate the EMS installation with the Mechanical Contractor to avoid any interference that may delay progress during construction. k. Furnish and install all required conduit, boxes, wire ways, fittings, straps, hangers and wiring for a complete and operational EMS as required. I. Coordinate with the Mechanical Contractor for locations when running communication and sensor wires. m. Electrical Contractor shall coordinate with the phone company personnel to have an additional RJ -11 phone jack (connected to the store's primary phone line) within 3'0" of the eSC Controller. Electrical Contractor shall connect the phone line patch cord, provided by Teletrol Systems Inc. from the RJ -11 phone jack to the eSC controller's modem. Connect the DB9 -DB25 adaptor, provided by Teletrol Systems, Inc. from the eSC controller to the modem. Plug the modem's AC adapter into the service outlet in the contactor panel. Use the mounting kit to mount the modem to the phone board. n. Bailiwick shall install an Ethernet cable run from the eSC Controller to the (HUB) under Cash Register #1. Bailiwick will terminate both ends of the cable, test cable for proper wiring, plug one end of the Ethernet cable into the (HUB) and terminate the other end of the Ethernet Cable into a RJ -45 jack that serves the eSC Controller. o. Furnish and install a dedicated 120 VAC circuit for eSC EMS power. i.Label: DO NOT TURN OFF / EMS POWER ii. Do not apply power until directed by Teletrol Systems Inc. p. Furnish and install a dedicated 120 VAC. circuit for the IFP Panel. i.Label: DO NOT TURN OFF / IFP EMS ii. Do not apply power until directed by Teletrol Systems Inc. q. Furnish and install a 3 pole, 20 amp breaker /disconnect at the main distribution panel (MDP) for phase Toss monitor power. i.Label: DO NOT TURN OFF / PHASE FAILURE ii. Do not apply power until directed by Teletrol Systems Inc. r. Mount the eSC Controller on the plywood and locate adjacent to electrical panels. Leave adequate space for the lighting control panel and SimpleStats. s. Mount the Remote Override Panel (ROP) in Manager's Office Area, see EMS drawings for details. t. Connect the Ethernet patch cord provided from the eSC Controller to the RJ -45 Ethernet jack. If the Ethernet jack is not yet in place, connect one end of the patch cord to the eSC System Controller, coil and tape the other end of the cord to the conduit for future connection. u. Mount the contactor panel adjacent to the electrical panels. Install the fighting cicuit home runs from the frdures straight to the bad side of the contractors. Install the circuits from the line side of the contactors to each breaker. Wire contactor cols to appropriate eSC output as needed. i. The lighting loads will be configured as follows: 1. Employee lights: 40% of sales fighting and 100% of offices, lounge, stock room, and elediical room. 2. Customer fights: remaining 60% of sales 3. Exterior lights: building and pylon signs 4. Parking lot lights: pole tights v. Mount the Outdoor Sensor Assembly (OSA) on the rooftop unit that resides dosest fro the eSC System Controller. Mountthe device on a 1" rigid riser and 'LE fro back of Assembly, 3 feet above the rooftop unit, faring north, away from the combustion heat blower and condenser fan. w. Mount the two door contacts per Dollar Tree Stores location criteria, i.e. one contact on each front door. Install and terminater contacts signal wines to appropriate SimpleStat as shown on Em -a x Eledrical Contracoris responsible for instating and te►minating the Teletrol Systems In communication trunk in a daisy chain fashion from the eSC Controller to each of the SimpleSTATThelmostat Controls. (see EMS drawings for requirements) y. Amended stores only, provide credit balk to Dollar Tree Stores In for any equipment that has been omitted from the original bid as a result of the EMS installation, i.e.; time docks, contactors, switches, etc. z. Provide a technician for an approximate 2-hour remote telephone dnec koutvvith Teletrol Systems Inc aaCoordnate with the Mechanical Contractor fro verify HVAC control during the Teletrol Systems Inc. remote telephone checkout ab.Upon completion of the installation, the Eled ical contractor will fill in the information below, coordinalewwi h the Mechanical Contractor to be present and contact Teletrol Systems Inc fora remote telephone checkout at 615 -495-1963. trlhe Eledncal and Mechanical Contractors are not present, the checkout can not be scheduled bb. If extra equipment exists after installation, inform Teletrol Systems In personnel at chedkoutto arrange for RA #tlo return the material. TELEf ROL SYSTEMS INC. WILL VERIFY THE PROPER OPERATION OF THE FOLLOWING ITEMS BY EXERCISING THE CONTROLLED LOAD. a. If the end unit (e.g. lighting, roof top unit, supply airfan) cannot be operated for mechanical or electrical reasons, Telet+ol Systems Inc. will verify the proper operation of the control rol devices (e.g. contactors, discrete I/O) leading up to the unit b. Timed operation of lighting loads - employee, customer, parking, and signs. c. Outside light level control of lighting loads - parking, signs, and security. d. Operation of HVAC unit heating stages, as indoor environment allows. e. Operation of HVAC cooling stages, as indoor and outdoor environments allow f. Verification of HVAC unit sensor readings space and supply temperatures. g. Timed override operation of fighting and HVAC loads. h. Operation of phase loss monitor HVAC Toad lockout. MECHANICAL CONTRACTOR'S RESPONSiBIIJiiES: a Provide labor and installation material, as required, for a complete and operational Teletrol Systems Inc. EMS for this DollarTree Stores tenant space. b. Mechanical Contractor shall verify number and type of rooftop units against the design and report disaepandes that cannot be resolved in the field to the Teletrol Operations Manager @ 615- 495 -1963 for further inst udion. c. The following equipment wnv be supplied by Teletrol Systems Inc and installed bythe Mechanical Contractor: i. 4 Remote DutTemperatune Sensor il. 4 SimpleSiat Thermostat Controllers iii.4 Remote Space Temperature Sensors 1. Please refer to Dawn Rod installation instrudions for correct placement of Remote Space Temperature Sensors. cL The following services will be supplied by Teletrol Systems Inc: i. Equipment shipping to the job n. Preprogramming and downloading of Teletrol Systems Inc equipment In.Telephone technical support at 615 - 495 -1963. iv. Remote system chedkoutwith installing contractor e. Amended stores only, provide credit back to DollarTree Stores Inc for any equipment and/or labor has been omitted from the original bid as a result of the EMS installation, i.e.; contactors, relays, thermostats, etc. f. Perform all work in accordance with all national, state, or local codes for this project g. Coorcfnate the EMS installation with Electrical Contractor to avoid any ink that may delay progress during construction. h. Install 1&9 cable (MC Supplied) between the SinpleSfat Thermostat module and rooftop unit Terminate R, G, Y1, Y2, W1, and W2 for control of fan, cooling and heating. Secure the communications cables to the SimpleStat as shown. Provide 24VAC powerto the SimpleStat Thermostat Module from the rooftop unitiransformer: Powerfio the controller must be off while terminations are made. L Mount the remote duct temperature sensor of each rooftop unit The remote duct temperature sensor should be mounted no doserthan six feet from the roof top unit penetration measured along the duct Install and secure the duct temperature sensor wire (182 Shielded, MC Supplied) to the SimpleStat location and terminate, as shown. j. Mount the Remote Space Temperature per Dollar Tree Stones location criteria, i.e., near zone refium air grille and avvayfom supply air drafts or impingement on Ceiling down Rod as shown on DollarTree plan detail. Install and secure the Remote Temperature Sensorwire (18/2 Shielded, MC Supplied) to the SimpleStat location and terminate. k Provide a technician for an approximate 2-hour remote telephone checkout with Teletrol Systems Inc L If extra equipment exists after installation (e.g. contactors), inform the Teletrol personnel atchedcoutto arrange for RA #loo return the material. m. Coordinate with the Eledrical Cohtracorto verify proper HVAC control during the Teletrol Systems Inc remote telephone checkout n. Mount the CO2 sensors per DollarTree location criteria, i.e. one sensor in Sales Floor are one sensor in Stock Room area. Install and terminate sensor's signal wires and powerwires as shown on EM-4. o. Install and terminate DCV wires to economizer section of RTUs as shown on EM-4. If RTUs do not have economizer section, DCVvvires do not need to be installed. p. Set address and configuration DIP switches on the SimpleStats, as shown in the SimpleStat Installation Note. Once DIP Switches are set properly, the SimpleStat will operate 24/7 as a stand -alone STAT using the following temperature setpoints: Default Cooling Selpoint = 72.0 F; Default Heating Setpoint = 68.0 F What Breaker/Panel Powers the eSC System Controller? Panel: Cirrcat #. What Br akeiPanel powers the Phase Failure Relay? Panel: Circuit #: Voltage: What Break powers the Control Transformer in the Contactor Panel? Panel: Circuit#: RTU# 1 Manufach.eec Model# SN # RTU# 2Manufac .nec Model# Sid# RTU# 3Manufact ec Model# Sid# RTU#4Manufach,uer: Model!# SN# RTU# Manufacturer: Model # Sid# RTU# 6Manufac uer Modell# SN# Total Number of Contactors: Lighting Output# 1: Lighting Output# 2: Lighting Output #3: Ong Output# 4: pio Oq9 E�A1�Ai'E APPROVAdD REQUIRED RECEIVED JUN 012010 PERMIT CENTER TELETROL SYSTEMS INC. 286 Commercial Stree Manchester, NH 03101 S Q Of) 0) ;9= MMN N NE ▪ ■ REVISION: DATE: 1ST REVIEW RELEASE 5/25/07 CLIENT REVIEW RELEASE 6/4/07 CLIENT REVIEW RELEASE 10/24/07 ACCEPTED RELEASE 12/22/07 ACCEPTED RELEASE 12/28/07 NOTE 'N' MODIFICATION 02/08/08 MODEM MOUNTING 02/18/08 SIMPLESTAT MOUNTING 04/03/08 NOTE 'M' MODIFICATION 06/03/08 NOTE 'N' &'O' MODIFICATION 07/27/09 ADDED DOOR CONTACT NOTE 11/30/09 DRAWN: CHECKED: W.L.L. /R.S.R. B.T.B /P.M.B ENERGY MANAGEMENT PLAN EM -1 INTERFACE PANEL POWER SUPPLY r7 t8 19 20 21 22 23 24 0 0 0 ANALOG N 1 -4 + O 11=( • 100018,8 + O 1®I,F2A (1° 000 • @ L1+'Ml • 100o1e� O 1 ®I P4A4 • 10001 ,P4B TB3 ANALOG N 5-8 25 26 27 2s Ee 30® 31 32 TB4 0 + Qm 00° TB6 +Om O� T&5 �LL 000 Paj 1®I 8I 000 PM T 87A J o o o PA 1l l000iael o T 000 CI I 10 ®1 0o v I®ol LI o: • BNARY OUT 1 OFF - AUTD -ON BNARY OUT 2 OFT- AUTO -ON ■_i■ BRIAR? OUT 3 OFF- AUTO -ON BNARY OUT 4 OF- AUTO -ON CAC BNARY OUT 5 OFF- AUTO -ON 6 BNARY OUT 6 OFF- AUTO -ON • • BNARY OUT 7 OF- AUTO -ON • • BNARY OUT 8 OFF- AUTO -C1 R1 R2 R3 R4 R5 R6 R7 R8 BO 1 -4 of fie'© o 0 0 0 0 rat TB2 BO 5-8 10 ® 0 0 0 eSC CONTROLLER INTERFACE PANEL & eSC WIRING DETAILS SCALE: None eSC WIRING TERMINALS (RE: eSC CON ROLLER SHEET EM -2) 1 23 IFP FACTORY WIRING (RE: INTERFACE PANELS EET EM -2) S1 ET DATE: 120VAC SERVICE OUTLET 5/29/07 CLIENT REVIEW RELEASE — 0 r 1 x 3 Wire Duct v 2 CO "r- N B MODEM /Phase loss changes — FUSE LOCATION CHANGE T MODIFIED 120VAC CIRCUIT 10 20 Q 03 — 11/30/09 PFR -1 VOLTA ®E ADJ. NALT RE0 T(SEC7 MotorSaver ® UNBALWCETRIP TRIP DEIAV (BELT NEMA% LED STATUS O ®®®®®®®®®®®®®®®®®®®® DRAWN: CHECKED: W.L.LJR.S.R. B.T.B. /P.M.B. &C H® F2 F3 F4 F1 L N G 1 2 3 4 5 6 7 8 910 111213 ® ®® ® ® ® 4® ( 50 06 Al B1 C1 1 x 3 Wire Duct 2 Al g-- C J A2� Al 8 emme R1 R3 R5 R7 Al A2 R1 R3 R5 R7 R1 R3 R5 R7 ABB A16 -04 -00 ABB A16 -04 -00 ABB A16 -04 -00 ABB A16 -04 -00 ABB A16 -04 -00 R2 R4 R6 R8 R2 R4 R6 R8 R2 R4 R6 R8 R2 R4 R6 R8 R2 R4 R6 R8 LC1 -1 LC1 -2 LC2 -1 LC2 -2 LC3 -1 1 x 3 Wire Duct 0 o J ®5 �1 TR -1 691 -K2A 120:24 VAC 170vA ° ■ 0 �o 0 �0 CR1 CI O O O O ` t4 m9 \ l 1 x 3 Wire Duct POWER SUPPLY r7 t8 19 20 21 22 23 24 0 0 0 ANALOG N 1 -4 + O 11=( • 100018,8 + O 1®I,F2A (1° 000 • @ L1+'Ml • 100o1e� O 1 ®I P4A4 • 10001 ,P4B TB3 ANALOG N 5-8 25 26 27 2s Ee 30® 31 32 TB4 0 + Qm 00° TB6 +Om O� T&5 �LL 000 Paj 1®I 8I 000 PM T 87A J o o o PA 1l l000iael o T 000 CI I 10 ®1 0o v I®ol LI o: • BNARY OUT 1 OFF - AUTD -ON BNARY OUT 2 OFT- AUTO -ON ■_i■ BRIAR? OUT 3 OFF- AUTO -ON BNARY OUT 4 OF- AUTO -ON CAC BNARY OUT 5 OFF- AUTO -ON 6 BNARY OUT 6 OFF- AUTO -ON • • BNARY OUT 7 OF- AUTO -ON • • BNARY OUT 8 OFF- AUTO -C1 R1 R2 R3 R4 R5 R6 R7 R8 BO 1 -4 of fie'© o 0 0 0 0 rat TB2 BO 5-8 10 ® 0 0 0 eSC CONTROLLER INTERFACE PANEL & eSC WIRING DETAILS SCALE: None eSC WIRING TERMINALS (RE: eSC CON ROLLER SHEET EM -2) 1 23 IFP FACTORY WIRING (RE: INTERFACE PANELS EET EM -2) S1 ET 24 (RED) (WHITE) (RED) TR -1 T��Te7�TST�Tak 13 14 I CR1 21 22 Acp B(p C: 10 Al LC1- Al - LC1 -2 Al Al Al A2 eSC WIRING TERMINALS (RE: eSC CONTROLLER SHEET EM -2) 27 /4/5\ 28 9 11 12 13 F2 - 3A F3 - 3A F4 - 3A Al B1 C1 PFR1 E ALL WIRING INSIDE DOTTED -LINES REPRESENTS PRE -WIRED FACTORY PANEL REMOTE OVERRIDE SWITCH (RE: RMOTE OVERRIDE MOUNTING DETAIL EM -3) 31 32 0- EMPLOYEE LIGHTS OVERRIDE EXTERIOR LIGHTS OVERRIDE ENERGY MANAGEMENT SYSTEM NOTES: 1. #16 AWG STRANDED COPPER WIRE. NUMBER/LABEL EACH CONDUCTOR 2. 12'X 1 "EMT NIPPLE 3:- SET ALL ANALOG INPUT JUMPERS TO 'T' SETTING (THERMISTOR). 4. CONNECT WIRING TO 20A- 34) 240 VAC OR 480 VAC CIRCUIT BREAKER AS REQUIRED. 5. #14 AWG STRANDED COPPER WIRE COLOR CODE AS PER NEC. 6. 18/4/SHIELDED PLENUM CABLE 7. SET ANALOG INPUT JUMPER TO 'V' SETTING (VOLTAGE). bLOO99 FIELD WIRING KEYNOTE RECEIVED JUN 012010 CE (.5 z a) r O GO cp TO '72 L E E O V o 0 W N G TELETROL SYSTEMS L. sinno 0.) 0s) ▪ ■ E NE D 0 ,I±/-7 ED L7/-1° /ii 1/1/ ;' FOR REFERENCE ONLY REVISION: DATE: 120VAC SERVICE OUTLET 5/29/07 CLIENT REVIEW RELEASE 6/4/07 CLIENT REVIEW RELEASE L N G MODEM /Phase loss changes — FUSE LOCATION CHANGE T MODIFIED 120VAC CIRCUIT T MODIFIED PHASE MONITOR 24 (RED) (WHITE) (RED) TR -1 T��Te7�TST�Tak 13 14 I CR1 21 22 Acp B(p C: 10 Al LC1- Al - LC1 -2 Al Al Al A2 eSC WIRING TERMINALS (RE: eSC CONTROLLER SHEET EM -2) 27 /4/5\ 28 9 11 12 13 F2 - 3A F3 - 3A F4 - 3A Al B1 C1 PFR1 E ALL WIRING INSIDE DOTTED -LINES REPRESENTS PRE -WIRED FACTORY PANEL REMOTE OVERRIDE SWITCH (RE: RMOTE OVERRIDE MOUNTING DETAIL EM -3) 31 32 0- EMPLOYEE LIGHTS OVERRIDE EXTERIOR LIGHTS OVERRIDE ENERGY MANAGEMENT SYSTEM NOTES: 1. #16 AWG STRANDED COPPER WIRE. NUMBER/LABEL EACH CONDUCTOR 2. 12'X 1 "EMT NIPPLE 3:- SET ALL ANALOG INPUT JUMPERS TO 'T' SETTING (THERMISTOR). 4. CONNECT WIRING TO 20A- 34) 240 VAC OR 480 VAC CIRCUIT BREAKER AS REQUIRED. 5. #14 AWG STRANDED COPPER WIRE COLOR CODE AS PER NEC. 6. 18/4/SHIELDED PLENUM CABLE 7. SET ANALOG INPUT JUMPER TO 'V' SETTING (VOLTAGE). bLOO99 FIELD WIRING KEYNOTE RECEIVED JUN 012010 CE (.5 z a) r O GO cp TO '72 L E E O V o 0 W N G TELETROL SYSTEMS L. sinno 0.) 0s) ▪ ■ E NE D 0 ,I±/-7 ED L7/-1° /ii 1/1/ ;' FOR REFERENCE ONLY REVISION: DATE: 1ST REVIEW RELEASE 5/29/07 CLIENT REVIEW RELEASE 6/4/07 CLIENT REVIEW RELEASE 10/24/07 ACCEPTED RELEASE 12/28/07 MODEM /Phase loss changes 02/18/08 FUSE LOCATION CHANGE 09/11/08 MODIFIED 120VAC CIRCUIT 07/27/09 MODIFIED PHASE MONITOR 11/30/09 DRAWN: CHECKED: W.L.LJR.S.R. B.T.B. /P.M.B. ENERGY MANAGEMENT PLAN EM -2 eSC WIRING TERMINALS (RE: eSC CONTROLLER SHEET EM -2) SPACE TEMPERATURE SENSOR. SEE REMOTE SENSOR MOUNTING DETAIL (EM -3). (RE: TELETROL CEILING DOWN ROD INSTALLATION INSTRUCTIONS) (YELLOW) E+ -0 0 0 (BLUE) (WHITE) (ORANGE) (GREEN) SW2 0 cool heat ode,1imi IIIIIIIwm a, (BLACK) SPC TEMP INT = SNSR SELECT fan o ready 19200 ■ ■ 9600 BAUD RTU WIRING TERMINALS REFER TO SIMPLESTAT INSTALLATION GUIDE FOR HEATPUMP CONFIGURATION SWITCHES SIMPLESTAT RTU WIRING DETAIL SCALE: None DOOR CONTACT (RE: ONLY ON SIMPLESTATs #1 AND #2) (YELLOW) ALL OTHER WIRING IDENTICAL TO SIMPLESTAT RTU WIRING DETAIL (BLUE) (WHITE) (ORANGE) (GREEN) (BLACK) 0 0 SPC TEMP INT = 0 o SNSR SELECT JP4 EXT = 19200 SIMPLESTAT HEATPUMP DETAIL SCALE: None REMOTE OVERRIDE SWITCH (RE: EM -2 REMOTE OVERRIDE SWITCH) REMOTE OVERRIDE MOUNTING DETAIL SCALE: None ACT CEILING & GRID 1/8" NOTCH IN TOP OF TUBE FOR SENSOR WIRE PROVIDE 15 FEET EXCESS SENSOR WIRE ABOVE CEILING TO ACCOMMODATE SENSOR RELOCATION. CEILING HEIGHT VARIES $ CEILING GRID CLIP (WHITE) TEMPERATURE SENSOR WIRE INSIDE PVC PIPE- PROVIDED & INSTALLED BY TENANT'S GC. 36" A.F.F. CONTROL SECTION TEMPERATURE SENSOR WIRE INSIDE PVC PIPE TEMPERATURE SENSOR 7�_o.,AFF$ I'J go — o Ce � TOP OF GONDOLN HEIGHT VARIES OTS /OLS WIRING DETAIL SCALE: None eSC WIRING TERMINALS (RE: eSC CONTROLLER SHEET EM -2) SHELVING NOTE TO GC- TEMPERATURE SENSOR MOUNTING RODS ARE SUPPLIED BY TENANT FOR GC INSTALLATION FOR STORES WITH ACT CEILINGS AT 15' -0" AFF OR LESS. IF THE STORE HAS AN EXPOSED ROOF DECK, A ACT CEILING HIGHER THAN 15' -0" AFF OR HARD CEILING, THE GC WILL SUPPLY AND INSTALL AS REQUIRED A 2 "X2" POWER POLE CUT TO FIT AND PAINTED TO MATCH SALES FLOOR WALLS. REFER TO THE REFLECTED CEILING PLAN FOR CEILING INFORMATION PRIOR TO BIDDING. REMOTE SENSOR MOUNTING DETAIL SCALE: None J HEATPUMP WIRING TERMINALS ENERGY MANAGEMENT SYSTEM NOTES: 1. 18/2/SHIELDED CABLE ROUTE AS PER EM-1 AND LOCAL CODES. 2 18/8 THERMOSTAT CABLE PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR 3. 18/4/SHIELDED CABLE ROUTE AS PER EM-1 AND LOCAL CODES. CABLE TO BE ROUTED THROUGH RTU AS PER N.E.C. 4. IF REQUIRED, TRANE Cll (CONVENTIONAL THERMOSTAT INTERFACE) BOARDS SHALL BE PROVIDED BY TELETROL SYSTEMS INC. AND INSTALLED BY THE MECHANICAL CONTRACTOR AS PER THE MANUFACTURERS INSTALLATION INSTRUCTIONS. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE TO VERIFYAPPLICATION AND REQUIRED QUANTITY OF CTI BOARDS. CONTACT TELETROL NATIONAL ACCOUNTS AT (615) 495 -1963 FOR ORDERING. 5. DUCT TEMPERATURE SENSOR (DTS) INSTALLED AND IRED BY THE MECHANICAL CONTRACTOR INSTALL THE DTS IN THE SUPPLY AIR PLENUM APPROXIMATELY FEET FROM THE ROOF PENETRATION IN A LOCATION TO PROVIDE AN ACCURATE SAMPLE OF THE SUPPLY AIR TEMPERATURE OUTDOOR TEMPERATURE SENSOR (OTS) AND OUTDOOR LIGHT SENSOR (OLS) ASSEMBLY. OTS/OLS ASSEMBLY INSTALLED AND WIRED BY THE ELECTRICAL CONTRACTOR MOUNT THE SENSOR ASSEMBLY WITH 3 FOOT RISER ON THE EXTERIOR OF THE RTU CLOSEST TO THE eSC CONTROLLER AWAY FROM CONDENSER FANS AND HEAT COMBUSTION BLOWERS. DO NOT MOUNT ASSEMBLY ON ANY REMOVABLE SERVICE ACCESS DOOR OR RTU. ORIENTATION OF THE OUTDOOR LIGHT SENSOR (OLS) SHALL BE AWAY FROM ELECTRICAL LIGHT SOURCES, AS POSSIBLE, TO PROVIDE AMBIENT DAYLIGHT. 7. 18/2/SHIELDED CABLE TO NEXT SIMPLESTAT RTU CONTROLLER. PULL IN A DAISY CHAIN METHOD ENDING AT THE LAST CONTROLLER DO NOT LOOP CABLE IN A METHOD THAT BEGINS AND ENDS AT THE eSC CONTROLLER. MOUNT IN MANAGER'S OFFICE TO CARLON 1 GANG LOW VOLTAGE BOX (PART #. SCI OORR) FOR FLUSH MOUNT INSTALLATION OR TO WIREMOLD 1 GANG OUTLET" BOX (PART #. NM3) FOR SURFACE MOUNT INSTALLATION. REFER TO OFFICE ELEVATION DETAIL FOR THE MOUNTING OF THE OVERRIDE PANEL MOUNT ON PLYWOOD BOARD TO WIREMOLD 2 GANG OUTLET BOX (PART #. NM3-2) FOR SURFACE MOUNT INSTALLATION. REFER TO PHONE BOARD DETAIL FOR MOUNTING OF THE SIMPLESTAT.REFER TO SIMPLESTAT INSTRUCTION FOR DIP SWITCH ADDRESS. ADDRESS SHOULD MATCH RTU# SPACE TEMPERATURE SENSOR PLACEMENT INSTRUCTIONS FOR SYSTEMS WITH CONCENTRIC DIFFUSERS, SENSORS SHALL BE PLACED: • A MINIMUM OF 15-0" FROM DIFFUSERS (10 -TON SYSTEMS OR SMALLER) • A MINIMUM OF 201-0" FROM DIFFUSERS (SYSTEMS LARGER THAN 10 -TONS) • SEE GENERAL INSTRUCTIONS. FOR SYSTEMS WITH DUCTED RETURNS, SENSORS SHALT_ BE PLACED: • AS CLOSE TO THE RETURN AIR GRILL AS POSSIBLE • SEE GENERAL INSTRUCTIONS. FOR SYSTEMS WITH NON - DUCTED (PLEMUM) RETURNS, SENSORS SHALL BE PLACED: • PLACE AT LEAST ONE (1) EGG CRATE RETURN GRILL OVER EACH SENSOR LOCATION. • SEE GENERAL INSTRUCTIONS. GENERAL INSTRUCTIONS: • ON NEW CONSTRUCTION JOBS, INSTALL SENSORS ON DROP - POLES, PER DETAIL LOCATE SENSOR FULLY WITHIN THE ZONE OF THE UNIT IT CONTROLS. DO NOT PLACE A SENSOR ON AN OUTSIDE WALL OR TENANT COMMON WALL DO NOT PLACE SENSORS NEAR DOORS, WINDOWS, OR OTHER SOURCES OF HEAT, COLD, OR DRAFTS. • IF A SENSOR IS PLACED ON AN ARCHITECTURAL OR STRUCTURAL SURFACE (IE COLUMNS, ETC) n- MUST BE INSULATED FROM THE FINISHED SURFACE AND WIRE PENETRATIONS MUST BE MADE AIRTIGHT. DO NOT PLACE SENSORS HIGHER THAN 7-0" AFF, CONDUCT SENSOR LOCATION TEST: 1. RUN ALL UNITS IN FAN MODE 2. 'TEST ALL SENSOR LOCATIONS TO DETERMINE IF ANYARE GETTING HIT BYAIR FROM A SUPPLY DIFFUSER. (TISSUE, BALLOON OR SMOKE TEST) 3. IF SO, RELOCATE SENSOR (PREFERRED) OR OFFENDING DIFFUSER STOCKROOM SENSOR PLACEMENT SHALL BE OVER STOCKROOM DOOR WITH IN STOCKROOM AREA FIELD WIRING KEYNOTE MEWED JUN 012010 CENTER PEBINM\INA,1\1 t EQD1 .ED R U Z TELETROL SYSTEMS 0 0 U) co s I .v Z E o O 0. CO g co N 2 D 0 QL ° ;E FOR REFERENCE ONLY REVISION: DATE: 1ST REVIEW RELEASE 5/29/07 CLIENT REVIEW RELEASE 6/4/07 CLIENT REVIEW RELEASE 10/24/07 ACCEPTED RELEASE 12/28/07 REMOVED DCV NOTES 03/04/08 SIMPLESTAT MOUNTING 04/03/08 HP DETAIL & OAT DETAIL 09/11/08 DOOR CONTACT DETAIL 11/30/09 DRAWN: CHECKED: W.L.L./R.S.R. B.T.B. /P.M.B. ENERGY MANAGEMENT PLAN EM -3 RTU RTU RTU'S SERVING SALES FLOOR WIRE TO BE LANDED ON TERMINAL DESIGNATIONS SHOWN BELOW BY RTU MANUFACTURER RTU /6\ eSC WIRING TERMINALS (RE: eSC CONTROLLER SHEET EM -2 OR DOC -3) DAISY- CHAINED TO NEXT RTU SERVICING SALES FLOOR RTU'S SERVING STOCKROOM WIRE TO BE LANDED ON TERMINAL DESIGNATIONS SHOWN BELOW BY RTU MANUFACTURER RTU NOTE: JUMPER 25 NEEDS TO BE CONTRACTOR WIRE 0 FROM 14 TO INSTALLED BY 5/29/07 CLIENT REVIEW RELEASE 13 CLIENT REVIEW RELEASE + ACCEPTED RELEASE 12/21/07 14 25 + /tip MODIFIED ACTUATOR DETAIL LENNOX WIRE TERMINAL ADDED RESPONSIBILITIES 26 MODIFIED REQUIRED WIRE ON J DAMPER MOTOR RTU Q769C RTU �7 RTU 15 RTU AQ 16 29 B.T.B. /P.M.B. 1 ' 15 30 NOTE: JUMPER WIRE FROM 16 TO 29 NEEDS TO BE INSTALLED BY CONTRACTOR J NOTE: TERMINAL DESIGNATIONS ARE FOR ECONOMIZER ACTUATORS, IF RTU'S DO NOT HAVE ECONOMIZER SECTION, DO NOT TERMINATE WIRES AND MAKE NOTE ON SURVEY FORM. 1 CARRIER/YORK WIRE TO ECONOMIZER BOARD H H63AW001 DATE: + 5/29/07 CLIENT REVIEW RELEASE YORK TO CLIENT REVIEW RELEASE + ACCEPTED RELEASE 12/21/07 TRANE LANDED 12/28/07 + 12/30/08 MODIFIED ACTUATOR DETAIL LENNOX WIRE TERMINAL ADDED RESPONSIBILITIES + MODIFIED REQUIRED WIRE ON J DAMPER MOTOR RTU Q769C RTU RTU RTU AQ CHECKED: P1 B.T.B. /P.M.B. 1 ' 15 Q1 p , 2 10 RTU'S ON (W7212), 7212), 2) ON Q769C WIRE TO TERMINALS, SERIES LANDED TB 1, AS SHOWN AS WIRE P28 BE TB1 RTU'S BE LANDED SHOWN RTU'S (option BE LANDED INTERFACE BOARD AS SHOWN RTU , RTU'S ON AS SHOWN L TO BE CARBON DIOXIDE SENSORS (RE: CDK -M -V MOUNTING DETAIL) SALES FLOOR CO2 SENSOR (SIGNAL 0 -10 VDC) (GROUND) (WHITE) (GREEN) (24 VAC) (24 COM) (SIGNAL 0 -10 VDC) (RED) (BLACK (WHITE) (GROUND) (GREEN) (24 VAC) (24 COM) (RED) (BLACK STOCK ROOM CO2 SENSOR CDK -W -V (RE: CARBON DIOXIDE SENSORS) (RED) (BLACK) (GREEN) (WHITE) SALES FLOOR CARBON DIOXIDE SENSOR MOUNTING DETAIL SCALE: None TENANTS CONTRACTOR SHALL INSTALL TENANT VENDOR PROVIDED CO2 SENSOR T -0" AFF ON COLUMN IN THE SALES AREA TO CONTROL THE SALES AREA HVAC UNITS. TENANTS CONTRACTOR SHALL INSTALL TENANT VENDOR PROVIDED CO2 SENSOR 7'-0" AFF ON COLUMN IN THE STOCKAREA TO CONTROL THE STOCKAREA I-IVAC UNITS. CDK -W -V (RE CARBON DIOXIDE SENSORS) (RED) (BLACK) (GREEN) (WHITE) Jf STOCK ROOM CARBON DIOXIDE SENSOR MOUNTING DETAIL SCALE: None ENERGY MANAGEMENT SYSTEM NOTES: 1. #16 AWG STRANDED COPPER WIRE. NUMBER/LABEL EACH CONDUCTOR. 2 12"X 1" EMT NIPPLE a SETALLANALOG INPUT JUMPERS TO 'T' SE 1 I ING (THERMISTOR). 4. CONNECT WIRING TO 20A- 34) 240 VAC OR 480 VAC CIRCUIT BREAKER AS REQUIRED. 5. #14 AWG STRANDED COPPER WIRE. COLOR CODE AS PER NEC. 6. 182/SHIELDED PLENUM CABLE 7. SET ANALOG JUMPER TO SE 1 I ING (VOLTAGE). DEMAND CONTROL VENTILATION (DCV) - SETUP & CHECKOUT PROCUDURE The Mechanical Contractor and Air Balancer w it need to use this pmoedure to establish test conditions to adjust the Minimum OA damper position, the DCV Maximum damper position, and the DCV Setpoint potentiometers. This checkout procedure is intended for use with h the following pieces of equipment, Carver rooftop unit, with W7212 Economizer controller (HH63AW001). The equipment required to complete this test are five jumperwires, 9 volt battery, multimeter, and small common screwdriver. This test prooedureverifies tat the rooftop unit outside air damper will modulate between the reduced & standard minimum outside atCFM quantity based on CO2 sensor0 -10 vdc signal. Basically, wheneverthe Space CO2 level is beiowsetpoint (1000 ppm) the RTU will maintain the Min OA dm value of200 dm. When the Space CO2 level exceeds the CO2 sefpoi ntthe RTU will increase to the MAX DCV dm value of 800 cfm until the space CO2 level recovers. Step #1 - Preliminary Setup & Checkout of the Carrier Economizer controller CO2 /DCV system operation 1. Disconnect power tothe rooftop unit 2. Locate the Carrier Economizer controller (HH63AW001) and complete the following steps. a If the outside air temperature is below 55 F install a jumperbetWeen terminal T & T1. b. Set the Minimum Position and DCV Setpoi t potentiometers fully CCW ( odcwise). c. Set the DCV Maximum Position potentiometer fully CW (clockwise). d. Set the Enthalpy potentiometer to D. e. Before removing any existing CO2 sensorwires located on terminals AQ &AQ1, please record the voltage, note wire color code, & polarity. The voltage should be between 2 -6vdc, if outside that voltage range, toubleshootforwiring or sensor problems. Then remove wires located on terminals AQ & AQ1. a Apply power to the rooftop unit Allow approximately 3 minutes for the rooftop unit to complete its start -up process. Observe the dampers, they should be dosed and the DCV LED should be oft: 4. Return to the Carver Economizer controller (HH63AW001) and complete the following steps. a Install a jumperwmefrom the AQ1 terminal to the 9 volt battery (negative) female post. b. Install a jumperwiirefrom the AQ terminal to the 9 volt battery (positive) male post The LED for DCV should l um on. The actuator should modulate to 95% open. Turn the DCV setpoint potentiometer CW until the DCV LED this off. The actuator should drive to the reduce minimum outside air damper position. Step #2 -Air Balancer- Setup of the Carrier Economizer controller CO2/DCV system, Min Pos, DCV Setpoint, and DCV Max potentiometers With test conditions setup as defined in Items above please complete the following. 1. Adjust the DCV Setpoirt potentiometer to the 11 o'clock position, this equates to a CO2 Level of approximately 1000 ppm. 2 Verify that the jumper wire from AQ terminal to the (positive) male post ofthe 9 volt battery is disconnected from the battery male post The DCV LED should be off. 3. Adjust the Min Pos pot t3 25% of the minimum outside air dm value as noted on tie mechanical equipment schedule forthat rooftop unit 4. Then connect the jumperwire from the AQ terminal to the ( positive) male postofthe 9 volt battery. The DCV LED should be on. 5. Adjust the DCV Max pot to 100% of the minimum outside air cfm value as noted on the mechanical equipment schedule forthat rooftop unit 6. Use a marker to permanently indicate the proper settings for the Min Pos, DCV Setponnt, and DCV Max potentiometers. 7. This condudes the setup & checkout of the Carrier Economizer controller CO2/DCV system. Disconnect powertothe rooftop unit Please remove alt five jumper wires, and reinstall the CO2 sensorwires b terminals AQ &AQ1, as applicable. 1)(0.414- 0'19 apo U Z TELETROL SYSTEMS 286 Commercial Stree 4,..0 0 00) cn O 00 O 00 O 00 D ° EE FOR REFERENCE ONLY REVISION: DATE: 1ST REVIEW RELEASE 5/29/07 CLIENT REVIEW RELEASE 6/4/07 CLIENT REVIEW RELEASE 10/24/07 ACCEPTED RELEASE 12/21/07 ACCEPTED RELEASE 12/28/07 CO2 DETAILS FOR ALL STATES 12/30/08 MODIFIED ACTUATOR DETAIL 03/16/09 ADDED RESPONSIBILITIES 07/27/09 MODIFIED REQUIRED WIRE 11/30/09 DRAWN: CHECKED: R.S.R. B.T.B. /P.M.B. ENERGY MANAGEMENT PLAN EM -4