The URL can be used to link to this page

Home My WebLink AboutPermit M10-107 - DOLLAR TREEDOLLAR TREE 363 STRANDER BL M10 -107 City affTukwila 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 MECHANICAL PERMIT Parcel No.: Address: 2623049064 363 STRANDER BL TUKW Project Name: DOLLAR TREE Permit Number: M10 -107 Issue Date: 08/11/2010 Permit Expires On: 02/07/2011 Owner: Name: Address: Contact Person: Name: Address: Email: REGENCY CENTERS LP C/O PROPERTY TAX DEPT , PO BOX 790830 78279 KIM BEYER 2000 SE HANNA HARVESTER DR , MILWAUIUE OR 97222 KIMB @PMC -G.COM Contractor: Name: PORTLAND MECHANICAL CONTRS Address: 2000 SE HANNA HARVESTER DR , MILWAUKIE OR 97222 Contractor License No: PORTLMCO24KA Expiration Date: 02/27/2012 Phone: 503 -417 -0312 Phone: 503 - 656 -7400 DESCRIPTION OF WORK: INSTALL THREE SELF - CONTAINED REFRIGERATOR UNITS AND ONE SELF - CONTAINED COMBO WALK -IN BOX Value of Mechanical: $6,000.00 Type of Fire Protection: UNKNOWN Permit Center Authorized Signature: I hereby certify that I have read and e governing this work will be complied ami ith, The granting of this permit does not presu construction or the performance of work. I Signature: 7/1L1) ; - Print Name: Fees Collected: $257.06 International Mechanical Code Edition: 2009 Date: 014111 /'9 ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. e to give authority to violate or cancel the provisions of any other state or local laws regulating am authorized to sign and obtain this mechanical permit. Date: g // /7b 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: IMC -4/10 M10-107 Printed: 08 -11 -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: 363 STRANDER BL TUKW DOLLAR TREE PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: M10 -107 ISSUED 08/04/2010 08/11/2010 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: 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. 6: Manufacturers installation instructions shall be available on the job site at the time of inspection. 7: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 9: 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. 10: ** *FIRE DEPARTMENT CONDITIONS * ** 11: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 12: 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) (EXTEND SPRINKLER PROTECTION TO THE WALK -IN COOLER/FREEZERS.) 13: 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) 14: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) doc: Cond -10/06 M10 -107 Printed: 08 -11 -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 15: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes such condition or violation. 16: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila (206)575 -4407. * *continued on next page ** does not imply approval of Fire Prevention Bureau at doc: Cond -10/06 M10 -107 Printed: 08 -11 -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 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 construction or the performance of work. Signature: Print Name: Date: g / /7 //D ordinances governing or local laws regulating doc: Cond -10/06 M10 -107 Printed: 08 -11 -2010 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Mechanical Permit No. I\ t 0 ^ 10 7 Project No. (For office use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *please print ** SITE LOCATION Site Address: 363 Strander Blvd Tenant Name: Dollar Tree Property Owners Name: Regency Center's LP Mailing Address: 5335 SW Meadows Road Ste #295 King Co Assessor's Tax No.: 2_63_30 - Qe 1 Suite Number: Floor: New Tenant: m Yes ❑..No Lake Oswego Or 97035 City State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Kim Beyer Mailing Address: 2000 SE Hanna Harvester Drive E -Mail Address: kimb @pmc - g.com Day Telephone: (503) 417 -0312 Milwaukie Or 97222 City State Fax Number: (503) 656 -6383 Zip MECHANICAL CONTRACTOR INFORMATION Company Name: Plumbing & Mechanical Contractors, Inc Mailing Address: 2000 SE Hanna Harvester Drive Or 97222 Contact Person: Kim Beyer E -Mail Address: kimb @pmc -g.com Contractor Registration Number: CCO1 PORTLMCO24KA City State Day Telephone: (503) 417 -0312 Fax Number: (503) 656 -6383 Zip Expiration Date: ARCHITECT OF RECORD — All plans must be stamped by architect of record Company Name: B Davis Inc Mailing Address: City State Zip Contact Person: Day Telephone: (408) 436 -4800 E -Mail Address: Fax Number: ENGINEER OF RECORD — All plans must be stamped by engineer of record Company Name: UNKNOWN Mailing Address: Contact Person: E -Mail Address: HAApplications \Forms - Applications On Line\2010 Applications \7 -2010 - Mechanical Permit Application.doc Revised: 7 -2010 bh City Day Telephone: Fax Number: State Zip Page 1 of 2 • • Valuation of project (contractor's bid price): $ 6000.00 Scope of work (please provide detailed information): Install three self contained refrigerator units and 1 self contained combo walk in box Use: Residential: New ❑ Replacement ❑ Commercial: New m Replacement ❑ Fuel Type: Electric ❑ Gas ❑ Other: 4 Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Bioler /Compressor Qty furnace <100k btu air handling unit >10,000 cfm fire damper 0 -3 hp /100,000 btu furnace >100k btu evaporator cooler diffuser 3 -15 hp /500,000 btu floor furnace ventilation fan connected to single duct thermostat 15 -30 hp /1,000,000 btu suspended/wall /floor mounted heater ventilation system wood /gas stove 30 -50 hp /1,750,000 btu appliance vent hood and duct emergency generator 50+ hp /1,750,000 btu repair or addition to heat/refrig/cooling system Incinerator — domestic other mechanical equipment 4 air handling unit <10,000 cfm incinerator — comm/ind PERMIT APPLICATION NOTES - Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension oftime for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 international building code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNEI OR AUTHORIZED AGENT: 'I Signature: ` 1 M 1- Ec-.1`E-e--- Date: 08/02/2010 Print Name: Kim Beyer Day Telephone: (503) 417 -0312 Mailing Address: 2000 SE Hanna Harvester Drive Milwaukie Or 97222 City State Zip IDate Application Accepted: j. j 0 Date Application Expires: Staff Initials: H:WpplicationsWorms- Applications On Line \2010 Applications \7 -2010 - Mechanical Permit Application.doc Revised: 7 -2010 bh Page 2 of 2 1021601 -1 0003 08./i4 /'2010 001 101 Di C' F'er-r� Plus - i ener al Fund DOLLAR TREE R10 1148 5 $257.06 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 Parcel No.: 2623049064 Address: 363 STRANDER BL TUKW Suite No: Applicant: DOLLAR TREE RECEIPT Permit Number: M10 -107 Status: PENDING Applied Date: 08/04/2010 Issue Date: Receipt No.: R10 -01485 Initials: User ID: Payee: WER 1655 Payment Amount: $257.06 Payment Date: 08/04/2010 09:11 AM Balance: $0.00 KIM BEYER TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. ACCOUNT ITEM LIST: Description 257.06 Account Code Current Pmts MECHANICAL - NONRES PLAN CHECK - NONRES 000.322.102.00.00 205.65 000.345.830 51.41 Total: $257.06 PAYMENT RECEIVED doc: Receiot -06 Printed: 08 -04 -2010 INSPECTION NO. INSPECTION RECORD Retain a copy with permit yVi I 0.'" 107 PERMIT NO. 4_0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 �uf Project Type of Inwection: Address: 3 CD"i` 0 AND Date Called: Special Instructions: Date Wanted: 8— (7 -' 0 m: • Requester: Phone No: `Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Date:0 $60 00 REINSPECTION FE - EMUIR -' . Prior to inspection, fee must be pai 9 at 6300 Southcenter 81 .., Suite 100. Call to schedule reinspection. R cei t No.: Date: INSPECTION RECORD I 1 �Q �i� Retain a copy with permit /`'l INSPECTION-Mfr.. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: --3)-0 cc Type Ipspecti n: Ade ;s: _sA14 Date Called: (■14 , Special Instructions: ,� 2-7 '& c7 NnvJIix. c <«r �uxv SO Date Wanted: �� Z �� yam m. Requester: Phone No: .�� "• 1 �p -4 t� Approved per applicable codes. ❑ Corrections required prior to approval.. COMMENTS: "--- '" ( — tJ G 1G-0 . Ft..ce4- Nr,c k r,NA■ - k.. oL Inspect Rec Date: $ 0.00 EINSPECTION FEE REQUI ED. Prio to inspection, fee must be p: id at 6300 Southcenter Blvd., Sui - 100. Call to schedule reinspection. pt o.: Date: • : &%. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 4 /0- /07 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East; Tukwila, Wa. 98188 206 -575 -4407 Project: ,.. Sprinklers: Type of I spection: ,. Address: 3 +a Suite #: ' S--}X44,141or EL Contact Person: 4/-C u, N Spedal Instructions: Permits: Phone No.: ac, c - is- " .;‘,),(/ Approved per applicable codes. riCorrections required prior to approval: COMMENTS: j (i L a4:•. Needs Shift Inspection:. Sprinklers: Fire Alarm: ,. Hood & Duct: Monitor: k• Pre -Fire: Permits: Occupancy Types - • Inspector: - ,s, . 5> . Date: </i ? I /o Hrs.: f $80.00 REINSPECTIQN 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 PE 1 6141 FY e PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M10 -107 DATE: 08 -04 -10 PROJECT NAME: DOLLAR TREE SITE ADDRESS: 363 STRANDER BL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: hArqo B II ing `Div siono D Public Works Ire Prevention Structural Planning Division Permit Coordinator n • DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ixo Incomplete n DUE DATE: 08-05 -10 Not Applicable n Comments: 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: DUE DATE: 09-02 -10 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 Contractors or Tradespeople atter 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 PORTLAND MECHANICAL CONTRS UBI No. 602258442 Phone 5036567400 Status Active Address 2000 Se Hanna Harvester Drive License No. PORTLMCO24KA Suite /Apt. License Type Construction Contractor City Milwaukie Effective Date 5/1/1998 State OR Expiration Date 2/27/2012 Zip 97222 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company PORTLAND MECHANICAL CONST INC Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status PMCMEML942KC PMC MECHANICAL LLC Construction Contractor General Unused 5/3/2006 5/3/2010 Expired Business Owner Information Name Role Effective Date Expiration Date HETTERVIG, MARK JOHN President 05/01/1998 Amount BROOKS, IVAN L. Secretary 05/01/1998 01/22/2010 VANDEGRIFT, KENNETH Vice President 05/01/1998 01/22/2010 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 3 DEVELOPERS SURETY & INDEMNITY 550168C 06/12/2002 Until Cancelled $12,000.00 11/25/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 10 TRAVELERS INDEMNITY CO OF AME C01085P6861ND09 10/28/2010 10/28/2011 $1,000,000.00 08/09/2010 9 OHIO CAS INS BK053121776 10/28/2006 10/28/2010 $1,000,000.00 10/30/2009 8 OHIO CASUALTY INS CO 53121776 10/28/2004 10/28/2006 $1,000,000.00 10/27/2005 7 OHIO CAS INS 53121776 10/28/2003 10/28/2004 $1,000,000.00 11/19/2003 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 08/11/2010 \19'72 ')IQi2G 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. FILE COPY Permit No. 07 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize tio"ation of any adopted code or ordinance. Receipt c, approved Field Copy and tons is acknowledged: By 7:73-ell, Date: X1(0 City Of Ti lkwita BUILDING DIVISION SOUTHCENTER PLAZA TUKWILA, WASHINGTON Deal # 6017 ABBREVIATIONS ACT ADA AFF ARCH APPROX BD BLDG GLG CLR GMU COL DF DTL DWG EA EIFS ELEV EQ EXIST EXTING FE FR FRP FIN FT FT& FV GA H HON HM HGT HOL HORIZ HR HVAG .rT LAM LVT ACOUSTICAL CEILING TILE AMERICAN DISABILITIES AGT ABOVE FINISHED FLOOR ARCHITECT, ARCHITECTURAL APPROXIMATE BOARD BUILDING CEILING CLEAR CONCRETE MASONRY UNIT COLUMN DRINKING FOUNTAIN DETAIL DRAWING EACH EXTERIOR INSULATION FINISH SYSTEM ELEVATION EQUAL EXISTING EXTINGUISHER FIRE EXTINGUISHER FIRE RATING FIBERGLAS REINFORCED PANEL FINISH, FINISHED FOOT, FEET FOOTING FIELD VERIFY GAGE GYPSUM WALL BOARD HIGH HARDWARE HOLLOW METAL HEIGHT HOLLOW HORIZONTALLY HOUR HEATING, VENTILATION AND AIR CONDITIONING JOINT LENGTH, LONG LAMINATE LUXURY VINYL TILE PROJECT DIRECTORY ARCHITECT RRMM ARCHITECTS, PG 1317 EXECUTIVE BLVD, SUITE 200 CHESAPEAKE, VIRGINIA 23320 PHONE (757) 622 -2828 FAX (751) 622 -6883 TOM HENNESSEY, PM PLUMB. MECH. ELEG ENGINEER DUNHAM 50 6TH STREET SOUTH, SUITE 1100 MINNEAPOLIS, MINNESOTA 55437 -1015 PHONE (612) 465 -7682 FAX (612) 465 -7551 PHIL RAMSEY, PM 57RUGTURAL ENGINEER BRAD YOUNG 4 ASSOCIATES 1320 W HERNDON AVE, SUITE 101 FRESNO, CALIFORNIA 13111 PHONE (551) 222 -1600 FAX (551) 222 -g633 BRAD YOUNG, ENGINEER TENANT DOLLAR TREE STORES 500 VOLVO PARKWAY CHESAPEAKE, VIRGINIA 23320 PHONE (360) 887 -g477 JOHN FOX, PM SIGN CONTRACTOR UNITED SIGNS 4732 KIERNAN COURT SALIDA, CALIFORNIA 95368 PHONE (1I6) 351 -0124 FAX (201) 543 -1326 APRIL DEPEW LANDLORD REGENCY CENTERS CORP. 2ggq OAK ROAD, SUITE 1000 WALNUT GREEK, CALIFORNIA 14511 (125) 211 -1816 MITGH BOLEN MAX MFG, MANN MIN MTD MTL NIG OG OPP PEJ RAM PLYWD PR PTD RELO REQD 5G SSHHT 5IM STRUGT TG THRESH TYP UL UON VCT VTR WD W/ WINE 4 4 0 4), DIA MAXIMUM MANUFACTURE, MANUFACTURER MINIMUM, MINUTE MOUNTED METAL NOT IN CONTRACT ON CENTER OPPOSITE PREFORMED EXPANSION JOINT PLASTIC LAMINATE PLYWOOD PAIR POUNDS PER SQUARE INCH PAINTED RELOCATE REQUIRED SOLID GORE SQUARE FEET SHEET SIMILAR STRUCTURAL THICK, THICKNESS TEMPERED GLASS THRESHOLD. TYPICAL UNDERWRITERS LABORATORIES UNLESS OTHERWISE NOTED VINYL COMPOSITION TILE VENT THROUGH ROOF WIDE, WIDTH WOOD WITH WELDED WIRE FABRIC. AND ANGLE AT CENTER LIFE DEGREES DIAMETER !`AMBER PLUS OR MINUS BUILDING CODE SUMMARY ELEVATION MARKER ENLARGED DETAIL INDICATOR WALL SECTION MARKER INTERIOR ELEVATION MARKER DEMOLITION NOTE WALL CONSTRUCTION TYPE REVISION MARKER Q DOOR NUMBER ELEVATION DATUM —V"— BREAK LINE EXISTING DOOR .......... .......... BURGER KING DOLLAR TREE KIM'S MONGOLIAN GRILL WASHINGTON MUTUAL BANK NEW DOOR GYPSUM WALL BOARD WOOD TRIM NEW WALL CONSTRUCTION GMU CONCRETE SEPARATE PERMIT REQUIRED FOR gyebhanIcal ,,, ectriaal DI Plumbing C'Gas.Piping City of Tukwila BUILDING DIVISION GENERAL NOTES KEY PLAN STRANDER BOULEVARD SLEEP COUNTRY ZOOPA SCALE: NONE Nil200910921q _PCY.LAP TREE_OIC_U:NY11g24k]Ig24A_KPGI 409 NORTH GENERAL SITE ACCESS15ILITY. NOTES GSI NOTES, LEGEND, RESPONSIBILITY CHART, AND KEY PLAN DI DEMOLITION PLAN Al FLOOR PLAN, WALL CONSTRUCTION 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 5A2.I FRAMING DETAILS SA2.2 FREEZER / COOLER ANCHORAGE MPI HVAG PLAN MP2 PLUMBING PLAN AND HVAG NOTES MP3 MECHANICAL SPECIFICATIONS El Fl EGTRIGAL POWER PLAN E2 ELECTRICAL LIGHTING PLAN E3 ELECTRICAL SCHEDULES AND RISER DIAGRAM E4 ELECTRICAL SPECIFICATIONS I. IN ACCORDANCE WITH CHAPTER 11, ACCESSIBILITY SECTIONS 1104 AND 1106 OF THE INTERNATIONAL BUILDING CODE, 2006 EDITION, THE EXTERIOR ROUTES OF 1RAVEL AND ACCESSIBLE PARKING' ARE EXISTING PRIOR TO 1HE OCCUPANCY OF THE NEW TENANT. N0 CHANGE OF OGGUPANGY OR EXTERIOR SITE MODIFICATION SHALL OCCUR WITHOUT PRIOR PERMITTING AND COMPLIANCE TO ABOVE MENTIONED CODE. REQUIRED SITE DEVELOPMENT OR COMPLIANCE TO ABOVE MENTIONED CODE SHALL BE SOLE RESPONSIBILITY OF LANDLORD AND /OR OWNER OF EXISTING BUILDING AND SITE. FOR REFERENCE ONLY DEFERRED SUBMITTALS FIRE SPRINKLER DESIGN AND ENGINEERING OF 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 4 LOCAL FIRE PROTECTION REQUIREMENTS. APPLICABLE BUILDING CODE: INTERNATIONAL BUILDING CODE 2006 APPLICABLE PLUMBING CODE: UNIFORM PLUMBING CODE 2006 M - MERCANTILE USE GROUP: CONSTRUCTION TYPE: NUMBER OF STORIES: SPRINKLERED: TOTAL LEASE AREA: OCCUPANCY LOAD: PROJECT ADDRESS: BUILDING DEPARTMENT PHONE VB ONE YES q,544 SF SALES AREA 1,613 / 30 = 254 STOCKROOM 1,131 / 300 = 1 TOTAL 261 SOUTHCENTER PLAZA 301 STRANDER BLVD SUITE 363E 365 TUKWILA, WA 12!88 NO: (206) 431 -3610 FIRE MONITORING REQUIRED: UNKNOWN- GC. TO CONFIRM GENERAL P I RE PROTECTION NOTE TENANT'S CONTRACTOR 15 RESPONSIBLE FOR VERIFICATION OF LANDLORDS 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 NISGAYAH ONLY. YOU MUST PROVIDE ONE OF THE ALARM PANELS LISTED BELOW 50 THAT NISGAYAH GAN MONITOR THE SYSTEM: A. SILENT KNIGHT 5100 TO BE USED WHEN A1-1J REQUIRES AN ADDRESSABLE PANEL. B. DMP XRI00 - TO BE USED AS A BA/FA COMBO PANEL. G. BOSCH D7412GV2 - TO BE USED AS A BATA GOM80 PALL. D. MIRTONE F5100 4RD TO BE USED AS A STANDARD FA PANEL (MOST STORES HAVE THIS PANEL) CONTACT THE CENTRAL STATION 800- 388 -2182 ANYTIME PRIOR TO THE SYSTEM BEING PLACE ON LINE TO PROVIDE THE STORES INFO (PANEL TYPE, STORE #, STORE ADDRESS, PHONE NUMBERS) 50 THAT NISGAYAH CAN ASSIGN AN ACCOUNT. CONTACT THE DOWNLOAD DEPART 800- 324 -3206 TO PLACE 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 CONTACT JENNIFER ESGAMILLIA 800 -120 -1102. I. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND NATIONAL GORES AND REGULATIONS. CONSTRUCTION SHALL ALSO COMPLY WITH LANDLORD'S CRITERIA (UNLESS PRECLUDED BY CODE). 2. ALL WOOD FRAMEWORK, W00D BLOCKING AND PLYWOOD SHALL BE FIRE RETARDANT TREATED PER CODE. 3: ALL FINISH MATERIALS SHALL MEET FLAME SPREAD AND SMOKE DEVELOPMENT RATING GLASS G (OR GLASS 3). 4. WALL CONSTRUCTION BY THE TENANTS CONTRACTOR 15 SHOWN HATCHED. 5. TENANT'S CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO BID TO DETERMINE THE EXTENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND THE TENANT OF ANY DISCREPANCIES 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 TO THE RESPONSIBILITY CHART ON THIS SHEET. 1. ALL EXISTING MATERIALS TO REMAIN I^44IGH ARE DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTORS OPERATIONS SHALL BE PATCHED OR REPAIRED TO MATCH THE EXISTING ADJACENT MATERIALS, 50 THAT THE REPAIR 15 IMPERCEPTIBLE. 8. DURING THE COURSE OF CONSTRUCTION, IF THE CONTRACTOR UNCOVERS ANY CODE VIOLATION KNONN TO HIM OR ANY DISCREPANCY WITH THE DESIGN, CONTRACTOR SHALL NOTIFY THE ARCHITECT OF SUCH IMMEDIATELY. q. CONTRACTOR SHALL ASSEMBLE AND INSTALL MATERIALS/ PRODUCTS IN STRICT ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS AND INDUSTRIAL/ASSOCIATION STANDARDS. 10. REFER TO TENANT'S CONSTRUCTION MANUAL FOR ADDITIONAL SPECIFICATIONS NOT SPECIFIED HEREIN. II. 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 IA. 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. DUET PENETRATIONS SHALL BE PROTECTED WITH SMOKE AND /OR FIRE DAMPERS. ENVIRONMENTAL HEALTH NOTES SEE SHEET Al NEW jNORK NOTES 1. PROVIDE TENANT IDENTIFICATION SIGN AT REAR DOOR PER LANDLORDS CRITERIA. 2. TENANT TO PROVIDE, FOR CONTRACTOR INSTALLATION, (4) 2A -IOBG RATED FIRE EXTINGUISHERS SIMILAR TO JL INDUSTRIES MODEL COSMIC 5E. LOCATE EXTINGUISHERS AS SHOWN. 14 PROVIDE WALL BRACKETS AND MOUNT CONTROLS AT 54" AFF MAX. PROVIDE "FIRE EXTINGUISHER' SIGNS ON NALL DIRECTLY ABOVE EACH UNIT. CONTRACTOR SHALL HAVE EXTINGUISHERS INSPECTED AND TAGGED. 3. TENANT'S CONTRACTOR SHALL VERIFY THAT TOILET ROOM(S), INCLUDING FIXTURES AND ACCESSORIES (BOTH EXISTING AND NEW) MEET ALL APPLICABLE LOCAL, STATE AND FEDERAL ACCESSIBILITY CODES AND LAWS. 4. PROVIDE UNDERGANOPY SIGN, IF ALLOWED PER LANDLORD'S CRITERIA, UNLESS PROVIDED BY LANDLORD. 5. INSTALL DECALS ON STOREFRONT GLAZING AS INDICATED ON STORE IMAGE / SPI DRAWINGS. CONTACT TIM GLEIM (800) 532 -8133 WITH QUESTIONS. 6. PROVIDE EXTERIOR LIGHT ABOVE REAR DOOR, AS APPROVED BY LANDLORD, IF ONE DOES NOT EXIST WITHIN 10 FEET OF REAR DOOR. . PAINT ALL EXPOSED SURFACE MOUNTED CONDUIT TO MATCH ADJACENT WALL COLOR (IE WHITE OR YELLOW) 3. TENANT'S CONTRACTOR SHALL REMOVE ANY EXISTING SIGNAGE THAT HAS PREVIOUS TENANT'S NAME (INTERIOR AND /OR EXTERIOR.) ANY SIGNAGE THAT 15 REQUIRED SHALL BE REPLACED IN LIKE KIND WITH DOLLAR TREE'S NAME. . TENANT'S CONTRACTOR SHALL VERIFY IF THERE 15 AN EXISTING ACCESS PANEL TO TENANT'S SIGNAGE. IF ACCESS PANEL DOES NOT EXIST, INSTALL 2'-0" X 2' -0" ACCESS PANEL EITHER INSIDE AT DOLLAR TREE'S SPACE ABOVE THE CEILING (VERIFY FIRE RATINGS AND CODE REQUIREMENTS) OR IN THE EXTERIOR SOFFIT TO MATCH CANOPY CONSTRUCTION AS ALLOWED BY LANDLORD. CONFIRM WITH SIGN VENDOR FOR LOCATION PRIOR TO INSTALLING. 15. CONTRACTOR SHALL REMOVE AND DISPOSE OF ANY AND ALL PREVIOUS TENANT'S EXTERIOR SIGNAGE LEFT BEHIND. ALL EXISTi MATERIALS TO REMAIN WHICH ARE DAMAGED OR OTHERWISED DISTURBED BY REMOVAL OF PREVIOUS TENANT SIGNAGE SHALL BE SDTEMISI PARTITION PATCHED OR REPAIRED AND PAINTED TO MATCH EXISTING 516NBAND /CANOPY ADJACENT MATERIALS. 50 THAT THE REPAIR 15 IMPERCEPTIBLE. ACCESSIBILITY REGAL CONTRACTORS SHALL NOT INCLUDE THIS SCOPE OF WORK IN THEIR REAR DOOR BID AND WILL BE HANDLED VIA CHANGE ORDER AFTER SITE CEILING EVALUATION 15 DONE BY WINNING BIDDER. CONTRACTOR SHALL LI HTING (GENERAL) D5 DETAILS AND SPECIFICATIONS EM -I ENERGY MANAGEMENT PLAN EM -2 ENERGY MANAGEMENT PLAN EM -3 ENERGY MANAGEMENT PLAN EM-4 ENERGY MANAGEMENT PLAN RESPONSIBILITY CHART REVIEWED E +:''P APPROVED AUG 10 2010 City BUILDING OMS'ION FORWARD THE EVALUATION AND PRICE QUOTE TO THE TOILET ROOM CONSTRUCTION PM FOR APPROVAL PRIOR TO PERFORMING ANY 7 AND ALL WORK. 16. CONTRACTOR SHALL NOTIFY C0NST RUCTION PM OF ANY . CAULK EDGES AROUND COLUMN SURROUNDS TO AVOID INJURY. NECESSARY FAIRS TO ROOF PRIOR TO PERFORMING ANY OR ALL WORK. . REPAIR AND GLEAN ALL EXISTING MATERIALS (IE STOREFRONT I7. CONTRACTOR SHALL INSTALL TENANT SUPPLIED INTERIOR FRAMING AND GLAZING, WALLS, CEILING, ETC) TO REMAIN TO A LIKE NEW CONDITION. 8 q 0. NOTIFY DOLLAR TREES CONSTRUCTION PM AS TO THE GONDITION OF EXPOSED CONCRETE BLOCK WALL TO REMAIN ON THE SALES FLOOR. DOLLAR TREE WILL MAKE THE DETERMINATION AS TO WHETHER THE WALL'S CONDITION 15 SUITABLE FOR PAINTING OR NEEDS TO BE FURRED OUT WITH METAL STUDS AND GM. ▪ CONTRACTOR SHALL INSTALL TENANT SUPPLIED FIXTURES TO INCLUDE BUT NOT LIMITED TO CART CORRAL, PERIMETER WALL GONDOLA, FLOOR GONDOLA, BALLOON CENTER, HANGING BALLOON CORRALS, HELIUM TANK CABINET (SALES FLOOR), HELIUM TANK BRACKETS (STOCKROOM, SEE DETAIL), GRAVITY CONVEYOR SYSTEM, AND MOBILE FIXTURES PER TENANT'S FIXTURE PLAN. CALIFORNIA PROJECTS ONLY, CONTRACTOR SHALL STRAP ALL FIXTURES AS PER THE SEISMIC DRAWINGS 20. WALK -IN FREEZER COOLER UNIT 15 TO BE INSTALLED PER PROVIDED. CONTACT THE CONSTRUCTION PM IF FIXTURE /SEISMIC DRAWING WAS NOT MADE AVAILABLE TO YOU DURING YOUR BIDDING PROCESS. 12. DOORS AND FRAMES (OTHER THAN 11405E LISTED AS EXIST) ARE SUPPLIED BY TENANT'S VENDOR FOR TENANT'S CONTRACTOR INSTALLATION. STOREFRONT DOORS (WHEN NOTED) SHALL BE SUPPLIED AND INSTALLED BY TENANT'S CONTRACTOR AS REQUIRED. AUTOMATIC DOORS (WHEN NOTED) WILL BE SUPPLIED AND INSTALLED BY TENANT'S VENDOR (TENANT'S CONTRACTOR 15 RESPONSIBLE FOR ELECTRICAL CONNECTION) GRAPHICS AND SIGNS TO INCLUDE BUT NOT LIMITED TO PERIMETER WALL GRAPHICS/SIGNAGE, HANGING GRAPHIGS/SIGNA&E AND STOREFRONT WINDOW DECALS CONTACT THE CONSTRUCTION PM IF GRAPHIC/SIGNAGE DRAWINGS FROM STORE IMAGE/SPI WAS NOT MADE AVAILABLE TO YOU DURING YOUR BIDDING PROCESS.. 18. CONTRACTOR SHALL SEAL ALL EXTERIOR PENETRATIONS AS REQUIRED. AT ROOF, FLASH NEW MECHANICAL EQUIPMENT CURBS IN ACCORDANCE WITH ROOFING MANUFACTURERS RECOMMENDATIONS. REFER TO MECHANICAL AND STRUCTURAL DRAWINGS FOR MORE INFORMATION. GENERAL CONTRACTOR SHALL COORDINATE WITH CONSTRUCTION PM PRIOR TO STARTING WORK AT ROOF 50 AS NOT TO VOID LANDLORD ROOF WARRANTY. lq. MANUFACTURERS SPECIFICATIONS. THE UNIT 15 SELF - CONTAINED AND DOES NOT REQUIRE A FLOOR SINK. DRAIN. THE INTERIOR CEILING AND WAU- FINISH ARE A NSF APPROVED GALVANIZED FINISH. THE FREEZER FLOOR 15 TO HAVE AN ALUMINUM DIAMOND TREAD FINISH. zss� !h 1/4'; ..aR §i -1-3.1" 8 i 8 i g COMMENTS EVIEWED FOR C COMPLIAN QnVE JUN CI NG la DIV ; ; N • • • REFER TO PLAN • • • • TOILET ACCESSORIES • STOCKROOM WALL OFFICE MIRROR PANELS INSPECTIONS AND GERT OF OCCUPANCY SLATWALL CARPET TILE • • • POST ON BULLETIN BOARD • • VGT PAINTING CHECKOUTS SAFE BULLETIN BOARD (2) KABA CYLINDER DOMES • • • • • BOLT SAFE TO FLOOR • • STOREFRONT DECALS EXTERIOR SIGNAGE INTERIOR WALL SIGNAGE UNDERGANOPY SIGN • REFER TO DRAWINGS STORE IMAGE • • • HALLWAY DEMOLITION ENERGY MANAGEMENT DOOR HARDWARE POWER POLES BALER GONG FLOOR SLAB INFILL FIRE MONITORING SYSTEM ELECTRIC HAND DRYER FREEZERS /COOLERS • UNLESS PROVIDED BY LANDLORD • • • • • AUG 04 2010 • • PERMIT GENIE • R E ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622 -2828 / fax (757)622 -6883 sheet G51 NOT USED SCALE: 11 -q 4' 3' -O" N EMPLOYEE A GOAT RACK BULLETIN BOARD LOCKER OPP HAND -OPP-. HAND�� 3' -8" TABLE I r '1 Al 2 I /2" DIA 6ROMMETED HOLE AT COUNTER AND 15" SHELF ABOVE (TIP OF 2) PROVIDE PREFORMED COUNTER AND BAGKSPLASH W/ 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. 10'-0" A4 ENLARGED OFFICE PLAN A4 SCALE: 3/8" = I'0" A4 4' -0" EXIST SPRINKLER RISER - PAINT FLOOR SOLID YELLOW AS DEDICATED CLEAR FLOOR SPACE. WATER HEATER EXIST ROOF LADDER AND Trti HATCH TO REMAIN. SHEET VINYL FLOORING - SEE FINISH NOTE 3. MOP SINK FRP 014 WALLS ADJACENT TO MOP SINK FROM 6" TO 48 AFF A' 5' -0' y 1 CLEAR 71 I' -8" `\ EXIST �/ 1.1 TOILET ,� ,E__ IO_ ONT \I1'f: ■ 0 // I-t' y5' -0" I. t CLEAR i\ EXIST j 1 Imo,,; -�-- I' -b" MIN 11 -6" MIN BULLETIN BOARD - MOUNT 0 4' -O" AFF HANDICAPPED ACCESSIBLE HI -LO DRINKING FOUNTAIN ENLARGED TOILET / EMPLOYEE AREA PLAN SCALE: 3/8' = l' -O° JANITOR SUPPLY CLOSET 0200iW9217- 00_ DCXLAIZ „7REE_2010_CONN97s "V01472A OI4r,g PROVIDE GONT 2X WD LEDGER - ATTACH TO ADJACENT WALL ®8" OG MAX. LINE OF COUN' HOLD BAGK 2 AS REQ'D FOx INSTALLATION DETAIL PROVIDE DBL ""j" 2X WD CENTER SUPPORT Al 10' -0" -- LINE OF ADJACENT WALL (11') INT OF ITE. s SCALE: 1 I/2 " -I' -0" PROVIDE 2X ENDCAP SUPPORT (EA SIDE TYP) - ATTACH 0 8" OG MAX. 1 SHELF FRAMING ABOVE SHALL BE SIMILAR - SEE ELEVATION. Al Al PAINT FRONT OF FRAMING WHITE. ATTACH FRAME TO ADJACENT WALL PROVIDE VERT 2X WD FRAME SUPPORT AT CENTER OF GOUNTER. Al ENVIRONMENTAL. HEALTH NOTES THIS FACILITY 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 GONSUMPTION. 4. THIS FACILITY HAS NO FOOD EQUIPMENT WITHIN THE STORE. 5. THIS FACILITY 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. -f. MOP SINK- THIS FACILITY WILL BE SUPPLIED WITH A 24'x36" FLOOR MOUNTED MOP SINK WITH APPROVED VACUUM BREAKER FAUCET. WALLS SURROUNDING MOP SINK HILL HAVE FRP TO 8' -0" ABOVE FINISH FLOOR FOR EASY CLEANABLE 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. q. FINISH SCHEDULE- A FINISH SCHEDULE 15 INCLUDED IN THIS SET OF CONSTRUCTION STS AND LOCATED ON SHEET A4 FOR YOUR USE. 10. QUESTIONS- EXAMINER PLEASE FFFI FREE TO CONTACT THE ARCHITECT AND ENGINEERS LISTED ON SHEET G5I WITH ANY QUESTIONS OR ITEMS YOU NEED CLARIFICATION ON. ALSO YOU CAN CONTACT KEITH JOHNSON, MANAGER OF ARCHITECTURAL SERVICES FOR DOLLAR TREE STORES, INC AT 151 -321- 5435. SEE ELEVATION FOR ADDITIONAL REQUIREMENTS PROVIDE 3/4" X 15" WD SHELF -\ GONT 2X WD FRAME ATTACHED TO WALk DBL 2X WD CENTER SUPPORT PROVIDE COUNTER.--\ 1 ATTACH FRAME TO SLAB SECTION N /1 SCALE: 11/2 "= I'-O' Al GENERAL INFORMATION: SHOPPING CENTER: SOUTHGENTER PLAZA PROVIDE STOREFRONT FRAMING AND GLAZING TO MATCH EXISTING. INSTALL PER MANUFACTURER'S PUBLISHED STANDARDS. CITY: STATE: GELLING HEIGHT (SALES AREA): SQUARE FOOTAC E5 PROVIDE STOREFRONT DOOR, TRANSOM AND THRESHOLD TO MATCH EXISTING. INSTALL PER MANUFACTURER'S PUBLISHED STANDARDS. TOTAL SPADE LEASED: SALES FLOOR AREA: NON -SALES AREA: USABLE STOCKROOM: FIRE EXTINGUISHER - SEE NEW WORK NOTE 2. 20' -I0' VESTIBULE 1 11111111111 MIME 7l• /%111WAI�/11�//if• %I�% MIN 11111r L2uL'11LMILS•ralL2�L�L■� L/ TUKWILA WASHIt*TON 101 -5 "t 1,544 SF 1,613 5F I,131 5F 202 % 811 5F 13 % DECK MIGHT: FRONT: I8' -0"t AFF REAR: IT -2't AFF EXIST ROOF LADDER CLOSET O .NI PROVIDE STOREFRONT FRAMING AND GLAZING TO MATCH EXISTING. INSTALL PER MANUFACTURER'S PUBLISHED STANDARDS. -t' -0" X 1' -01 "DECO RIB" CARPET TILE INSTALL DECALS ON GLASS PANELS. SEE NEW WORK NOTE 5.- EXISTING COLUMN SURROUND - PAINT YELLOW AND PROVIDE BRUSHED ALUMINUM COVER TO 4' -0" AFF. m EXISTING ALUMINUM STOREFRONT SYSTEM LINE OF EXISTING CANOPY ABOVE -� TOILET Z;,. HALLWAY- FIRE EXTINGUISHER EXIST SPRINKLER RISER SEE DETAIL I /A5 FOR TRENCH IHFIU APPROX LOCATION OF ELECTRICAL PANELS ELECTRICAL SEE NEW WORK NOTE 2. IJ - A4 CONTRACTOR SHALL INSTALL VGT AT �� REACH -IN FREEZER/COOLER LOCATIONS. SEE FINISH SCHEDULE, SHEET A4. CONTRACTOR SHALL INSTALL UNDER UNITS AND 6" TO EACH SIDE AND 3' -0" IN FRONT OF UNITS. CONTRACTOR SHALL INSTALL TRANSITION STRIP. s -POWER POLE FOR CHECKOUT u' REGISTER HIRING (SUPPLIED / BY TENANT) (TYP OF 4) ►7�_IN_U__rmoan n■Li •111111kW 11111 1111111 I1=•IRI$ FIRE EXTINGUISHER - SEE NEV WORK NOTE 2. EXIST GAS METERS 1-151-0" X 12' -0" ENTRY I"DEG0 RIB" CARPET TILE 'EXISTING COLUMN SURROUND - PAINT YELLOW AND PROVIDE BRUSHED ALUMINUM COVER TO 4' -0" AFF. FIRE EXTINGUISHER - SEE NEW WORK NOTE 2. FLOOR PLAN 35' -3 "t 34' --1 "t bq' -II "t SCALE: I/8'- 1'--O" HA2001,01719- 00_7011,AP TREE 2G10_CONTU972M1972A_FPOI etc NORTH 1 REVIEWED FOR E • °'P CE APPROVED AUG 10 2010 iyoflcwil� BUILDING CiTU f IVI°SIflN WALL CONSTRUCTION TYPES 1 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. 3 TENANT DEMISING WALL: EXISTING MASONRY WALL WITH • WOOD FURRING AND GM. PATCH AND REPAIR AS REQUIRED. SEE DETAIL 4/A4 FOR ADDITIONAL REQUIREMENTS. FINISH PER FINISH SCHEDULE, SHEET A4. ® PARTITION WALL: be (20 GA) METAL STUDS 0 lb" OC. WITH ONE LAYER 5/8" 61°B EACH SIDE TO ROOF DECK ON SALES AREA SIDE AND TO I2'-0" AFF ON STOCKROOM SIDE. SEE DETAIL I /A4 FOR ADDITIONAL REQUIREMENTS AND BRACING. FINISH PER FINISH SCHEDULE, SHEET A4. 5 PARTITION WALL: EXISTING METAL STUDS AND MB. PATCH AND REPAIR AS REQUIRED. SEE DETAIL 2/A4 FOR ADDITIONAL REQUIREMENTS. FINISH PER FINISH SCHEDULE, SHEET A4. 6% PARTITION WALL: 3 5/8" (20 GA) METAL STUDS lb" OG WITH ONE LAYER 5/8" GWB EACH SIDE TO FINISHED CEILING. PLUMBING WALLS ON INTERIOR OF TOILETS SHALL HAVE HATER RESISTANT 6M3. FINISH PER FINISH SCHEDULE, SHEET A4. PLUMBING PARTITION: b" (20 6A) METAL STUDS 0 lb" OG WITH ONE LAYER 5/8" GM EACH EXPOSED SIDE TO FINISHED CEILING. PLUMBING WALLS ON INTERIOR OF TOILETS SHALL HAVE WATER RESISTANT 6NB. FINISH PER FINISH SCHEDULE, SHEET A4. ®EXISTING METAL STUD AND GWB PARTITION: PATCH AND REPAIR TO LIKE NEW CONDITION. FINISH PER FINISH SCHEDULE, SHEET A4. v INFILL PARTITION: 3 5/8" (20 GA) METAL STUDS 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. v INFILL PARTITION: 2 1/2" (20 6A) METAL STUDS ® lb" OG WITH ONE LAYER 5/8" GMB ON EXPOSED SIDE. ALIGN EXIST ADJACENT SURFACES. FINISH PER FINISH SCHEDULE, SHEET A4. PARTITION WALL: 3 5/8' (20 GA) METAL STUDS 0 ' 16" OG WITH ONE LAYER 5/8" 61/13 EACH SIDE TO ROOF DECK. PLUMBING WALLS ON INTERIOR OF TOILETS SHALL HAVE WATER RESISTANT 6WB. FINISH PER FINISH SCHEDULE, SHEET A4. NT PARTITION WALL: 3 5/8" (20 GA) METAL STUDS 16" OG WITH ONE LAYER 5/8" GM EACH SIDE TO 6" ABOVE FINISHED CEILING. SEE DETAIL 8/A4. FINISH PER FINISH SCHEDULE, SHEET A4. RECEIVED AUG 042010 PERMIT CENTER 1EWED FOR COMP s ID 0 0 (1) 0 0. 0 0 4 0 0 4) 0 RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)822 -28281 fax (757)6224883 sheet Al ER ABOVE - K FRAMING PAINT EQ FF I' OF COUNTER EQ 10' -0" -- LINE OF ADJACENT WALL (11') INT OF ITE. s SCALE: 1 I/2 " -I' -0" PROVIDE 2X ENDCAP SUPPORT (EA SIDE TYP) - ATTACH 0 8" OG MAX. 1 SHELF FRAMING ABOVE SHALL BE SIMILAR - SEE ELEVATION. Al Al PAINT FRONT OF FRAMING WHITE. ATTACH FRAME TO ADJACENT WALL PROVIDE VERT 2X WD FRAME SUPPORT AT CENTER OF GOUNTER. Al ENVIRONMENTAL. HEALTH NOTES THIS FACILITY 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 GONSUMPTION. 4. THIS FACILITY HAS NO FOOD EQUIPMENT WITHIN THE STORE. 5. THIS FACILITY 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. -f. MOP SINK- THIS FACILITY WILL BE SUPPLIED WITH A 24'x36" FLOOR MOUNTED MOP SINK WITH APPROVED VACUUM BREAKER FAUCET. WALLS SURROUNDING MOP SINK HILL HAVE FRP TO 8' -0" ABOVE FINISH FLOOR FOR EASY CLEANABLE 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. q. FINISH SCHEDULE- A FINISH SCHEDULE 15 INCLUDED IN THIS SET OF CONSTRUCTION STS AND LOCATED ON SHEET A4 FOR YOUR USE. 10. QUESTIONS- EXAMINER PLEASE FFFI FREE TO CONTACT THE ARCHITECT AND ENGINEERS LISTED ON SHEET G5I WITH ANY QUESTIONS OR ITEMS YOU NEED CLARIFICATION ON. ALSO YOU CAN CONTACT KEITH JOHNSON, MANAGER OF ARCHITECTURAL SERVICES FOR DOLLAR TREE STORES, INC AT 151 -321- 5435. SEE ELEVATION FOR ADDITIONAL REQUIREMENTS PROVIDE 3/4" X 15" WD SHELF -\ GONT 2X WD FRAME ATTACHED TO WALk DBL 2X WD CENTER SUPPORT PROVIDE COUNTER.--\ 1 ATTACH FRAME TO SLAB SECTION N /1 SCALE: 11/2 "= I'-O' Al GENERAL INFORMATION: SHOPPING CENTER: SOUTHGENTER PLAZA PROVIDE STOREFRONT FRAMING AND GLAZING TO MATCH EXISTING. INSTALL PER MANUFACTURER'S PUBLISHED STANDARDS. CITY: STATE: GELLING HEIGHT (SALES AREA): SQUARE FOOTAC E5 PROVIDE STOREFRONT DOOR, TRANSOM AND THRESHOLD TO MATCH EXISTING. INSTALL PER MANUFACTURER'S PUBLISHED STANDARDS. TOTAL SPADE LEASED: SALES FLOOR AREA: NON -SALES AREA: USABLE STOCKROOM: FIRE EXTINGUISHER - SEE NEW WORK NOTE 2. 20' -I0' VESTIBULE 1 11111111111 MIME 7l• /%111WAI�/11�//if• %I�% MIN 11111r L2uL'11LMILS•ralL2�L�L■� L/ TUKWILA WASHIt*TON 101 -5 "t 1,544 SF 1,613 5F I,131 5F 202 % 811 5F 13 % DECK MIGHT: FRONT: I8' -0"t AFF REAR: IT -2't AFF EXIST ROOF LADDER CLOSET O .NI PROVIDE STOREFRONT FRAMING AND GLAZING TO MATCH EXISTING. INSTALL PER MANUFACTURER'S PUBLISHED STANDARDS. -t' -0" X 1' -01 "DECO RIB" CARPET TILE INSTALL DECALS ON GLASS PANELS. SEE NEW WORK NOTE 5.- EXISTING COLUMN SURROUND - PAINT YELLOW AND PROVIDE BRUSHED ALUMINUM COVER TO 4' -0" AFF. m EXISTING ALUMINUM STOREFRONT SYSTEM LINE OF EXISTING CANOPY ABOVE -� TOILET Z;,. HALLWAY- FIRE EXTINGUISHER EXIST SPRINKLER RISER SEE DETAIL I /A5 FOR TRENCH IHFIU APPROX LOCATION OF ELECTRICAL PANELS ELECTRICAL SEE NEW WORK NOTE 2. IJ - A4 CONTRACTOR SHALL INSTALL VGT AT �� REACH -IN FREEZER/COOLER LOCATIONS. SEE FINISH SCHEDULE, SHEET A4. CONTRACTOR SHALL INSTALL UNDER UNITS AND 6" TO EACH SIDE AND 3' -0" IN FRONT OF UNITS. CONTRACTOR SHALL INSTALL TRANSITION STRIP. s -POWER POLE FOR CHECKOUT u' REGISTER HIRING (SUPPLIED / BY TENANT) (TYP OF 4) ►7�_IN_U__rmoan n■Li •111111kW 11111 1111111 I1=•IRI$ FIRE EXTINGUISHER - SEE NEV WORK NOTE 2. EXIST GAS METERS 1-151-0" X 12' -0" ENTRY I"DEG0 RIB" CARPET TILE 'EXISTING COLUMN SURROUND - PAINT YELLOW AND PROVIDE BRUSHED ALUMINUM COVER TO 4' -0" AFF. FIRE EXTINGUISHER - SEE NEW WORK NOTE 2. FLOOR PLAN 35' -3 "t 34' --1 "t bq' -II "t SCALE: I/8'- 1'--O" HA2001,01719- 00_7011,AP TREE 2G10_CONTU972M1972A_FPOI etc NORTH 1 REVIEWED FOR E • °'P CE APPROVED AUG 10 2010 iyoflcwil� BUILDING CiTU f IVI°SIflN WALL CONSTRUCTION TYPES 1 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. 3 TENANT DEMISING WALL: EXISTING MASONRY WALL WITH • WOOD FURRING AND GM. PATCH AND REPAIR AS REQUIRED. SEE DETAIL 4/A4 FOR ADDITIONAL REQUIREMENTS. FINISH PER FINISH SCHEDULE, SHEET A4. ® PARTITION WALL: be (20 GA) METAL STUDS 0 lb" OC. WITH ONE LAYER 5/8" 61°B EACH SIDE TO ROOF DECK ON SALES AREA SIDE AND TO I2'-0" AFF ON STOCKROOM SIDE. SEE DETAIL I /A4 FOR ADDITIONAL REQUIREMENTS AND BRACING. FINISH PER FINISH SCHEDULE, SHEET A4. 5 PARTITION WALL: EXISTING METAL STUDS AND MB. PATCH AND REPAIR AS REQUIRED. SEE DETAIL 2/A4 FOR ADDITIONAL REQUIREMENTS. FINISH PER FINISH SCHEDULE, SHEET A4. 6% PARTITION WALL: 3 5/8" (20 GA) METAL STUDS lb" OG WITH ONE LAYER 5/8" GWB EACH SIDE TO FINISHED CEILING. PLUMBING WALLS ON INTERIOR OF TOILETS SHALL HAVE HATER RESISTANT 6M3. FINISH PER FINISH SCHEDULE, SHEET A4. PLUMBING PARTITION: b" (20 6A) METAL STUDS 0 lb" OG WITH ONE LAYER 5/8" GM EACH EXPOSED SIDE TO FINISHED CEILING. PLUMBING WALLS ON INTERIOR OF TOILETS SHALL HAVE WATER RESISTANT 6NB. FINISH PER FINISH SCHEDULE, SHEET A4. ®EXISTING METAL STUD AND GWB PARTITION: PATCH AND REPAIR TO LIKE NEW CONDITION. FINISH PER FINISH SCHEDULE, SHEET A4. v INFILL PARTITION: 3 5/8" (20 GA) METAL STUDS 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. v INFILL PARTITION: 2 1/2" (20 6A) METAL STUDS ® lb" OG WITH ONE LAYER 5/8" GMB ON EXPOSED SIDE. ALIGN EXIST ADJACENT SURFACES. FINISH PER FINISH SCHEDULE, SHEET A4. PARTITION WALL: 3 5/8' (20 GA) METAL STUDS 0 ' 16" OG WITH ONE LAYER 5/8" 61/13 EACH SIDE TO ROOF DECK. PLUMBING WALLS ON INTERIOR OF TOILETS SHALL HAVE WATER RESISTANT 6WB. FINISH PER FINISH SCHEDULE, SHEET A4. NT PARTITION WALL: 3 5/8" (20 GA) METAL STUDS 16" OG WITH ONE LAYER 5/8" GM EACH SIDE TO 6" ABOVE FINISHED CEILING. SEE DETAIL 8/A4. FINISH PER FINISH SCHEDULE, SHEET A4. RECEIVED AUG 042010 PERMIT CENTER 1EWED FOR COMP s ID 0 0 (1) 0 0. 0 0 4 0 0 4) 0 RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)822 -28281 fax (757)6224883 sheet Al T-BAR STRUT NOTE: 1. 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 ,VRISD1CTION. REQUEST FOR DEVIATION SHALL BE SUBMITTED IN FORM OF SHOP DRAWINGS WITH ALL ACCOMPANYING SPECIFICATION SHEETS. CONTRACTOR SHALL DETERMINE AND COMPLY WITH ALL REQUIRED INSPECTIONS AND APPROVAL OF CEILING SYSTEM APPLICATION. 6-0" MAX 0 8" P OP- RIVET THIS SIDE ONLY b" FACIA MOLDING bs-0" MAX T-BAR STRUT • . • 1 MAIN RUNNER 12 GA BRACING HIRE SPLAYED IN FOUR DIRECTIONS c10° APART 0 121-0" OC EACH HAY Pi/ MIN 4 TIGHT TURNS IN 1 1/2" BOTH ENDS Of HIRE (T(P OF 4) WITHIN 6'-0" OF HALL WALL CHANNEL. MOLDING PER IBC 2001 1621.25.2.2 144 PROVIDE EVERY 2,500 5F. 0. .:) .. 0 i, 1 0 0 .0 0 MAIN RUNNER TYPICAL SEISMIC SEPARATION JOINT SCALE: 3"=11-0° 3/1" (20 GAGE) METAL STUD STRUT STARTING NOT MORE THAN 6'-0" FROM THO ADJACENT WALLS 4 6-0" FROM SEISMIC SEPARATION JOINT 4 121-0" OG IN ALL DIRECTION, TYP. 12 GA VERT HIRE i HANGERS 0 4'-0" OC EACH HAY Pl/ MIN 3 411 TIGHT TURNS IN I 1/2° 130TH ENDS OF HIRE. lik , MAIN RUNNER irk,ititik NT" .-4110- 4441 sN -;* ,fr 2" (MAX) FROM BRACING HIRES TO CROSS RUNNERS CROSS TEES CEILING PANELS rrP PROVIDE HEAVY DUTY T-BAR GRID 5Y5TEM SIMILAR TO ARMSTRONG PRELUDE XL, ITEM 7301. SUSPENDED CEILIN6 DETAIL SCALE: 3/8" = ILO" -TREE,.,2010_004 n.111; ■,01.7:'2A_CT0a.del 4'-0" TUCK-AWAY ABS CHUTE SHIPS LOOSE ATTACHED BY CUSTOMER r CHECK.HRITER 5XI5 PRINTER PLATFORM - PLAN VIEW TYPICAL. CHECKOUT SCALE: NOT TO SCALE - DIVERTER BAR (LARGE) ---- ADA CHECK WRITER - KEYBOARD HOLDER I. CONTRACTOR SHALL VERIFY CEILING 15 BRACED PER THE ABOVE DETAIL AND NOTIFY ARCHITECT IF VARIES. 2. SUSPENDED CEILING SYSTEM SHALL BE IN CONFORMANCE WITH ASGE 1-05, SECTION 135.6, ASTM C 636-04, ASTM C [ 635-00, GISGA: GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEMBLIES IN SEISMIC ZONES 12, E OR F. TYPICAL 0 NEW SANITARY SEWER PIPE CONC SLAB INFILL WITH 43 BARS 0 12" OG PARALLEL WITH TRENCH 0 MID DEPTH. $13 BARS 18" LONG tibuOC (STAGGERED) EACH SIDE. DRILL 4 ADHERE INTO EXISTING SLAB WITH 3 1/2" EMBEDMENT WITH HILTI HIT W-RE500-5D ADHESIVE SYSTEM OR APPROVED E PROVIDE (3000 PSI) CONC FLOOR SLAB ON 10 MIL POLYETHELENE VAPOR BARRIER ON EXIST COMPACTED FILL. DEPTH TO MATCH EXISTING SLAB THICKNESS. FINISHED JOINT SHALL BE SMOOTH AND STRAIGHT EXIST GONG SLAB-ON-GR4DE TO GONG SLAB ELEV - SEE PLAN POROUS FILL MATERIAL TO MATCH EXIST COMPACT FILL TO 1596 DRY DENSITY IN ACCORDANCE H/ ASTM D& (COMPACT IN 8" LIFTS MAX) SLAB IN-FILL DETAIL UTILITY PIPE OR CONDUIT, GOORD IN MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS SCALE: GENERAL NOTES: I) CONTRACTOR SHALL VERIFY CEILING 15 BRACED PER THE ABOVE DETAIL AND NOTIFY ARCHITECT IF VARIES. 2) SUSPENDED CEILING SYSTEM SHALL BE IN CONFORMANCE KITH ASTM STANDARD C635 AND a236, ASGE 1-02 SECTION qb, AND GISCA. GEILIN6 NOTES: ) HANGERS SHALL BE SADDLE TIED AROUND MAIN RUNNERS TO DEVELOP TI-E FULL STRENGTH OF TIE HANGERS. LOVER ENDS OF FLAT HANGERS SHALL BE BOLTED P41114 3/8" BOLTS TO RUNNER CHANNELS OR BENT TIGHTLY AROUND RUNNERS AND BOLTED TO THE MAIN PART OF THE HANGER. 2) ALL 8'-01 LONG STRIP SURFACE MOUNTED FIX1URE5: PROVIDE 3 EA (12 GA) SUPPORT HIRES NV 3 FULL MAPS MIN PER FIXTURE. PROVIDE ONE HIRE AT EACH END AND ONE AT THE CENTER OF EACH FIXTURE. 3) ALL T BAR AND FIXIVRE SPORT WIRES HILL BE FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR. THE ELECTRICAL CONTRACTOR SHALL PROVIDE FINAL FIXTURE TIE. CONNECTIONS AND GRID ATTACHMENTS AS INDICATED. WALL 8" • 41-0" MAX WIRE HANGER TYP PERIMETER WALL MOLDING SHALL HAVE MIN 2' HORIZ LEG AND BE SECURED TO HALL - Se NOTES. HALL MOLDING AT OPPOSITE HALL SHALL HAVE 3/4' GAP AND FREE TO SLIDE - SEE NOTES. HALL 4) PERIMETER CLOSURE ANGLES (1^1A11. MOLDING) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2" HIDE. ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE HALL MOLDING, TI-E OTHER END SHALL BE 3/4" CLR FROM THE HALL AND FREE TO SLIDE. THE GRID SHALL BE ATTACHED AT TM ADJACENT HALLS WITH POP RIVETS (OR EQ)AL). NOTE: I. CHECKOUT AISLES SHALL COMPLY WITH 200b INTERNATIONAL BUILDING CODE SECTION 11041.12.2 (PROVIDE 2 when 5 or more) 2. PROVIDE SIGN DISPLAYING THE INTERNATIONAL SYYBOL OF ACCESSIBILITY IN BLUE AND 1*11Th ABOVE THE CHECKOUT AISLE IN THE SAME LOCATION AS THE CHECKOUT 1.1)1BER OR TYPE OF CHECKOUT IDENTIFICATION. KEYBOARD CONSOLE Pi/ HINGE NOTE: CHECKOUTS ARE NOT ATTACHED TO FLOOR. SLIDE OUT AccEss DOOR TISSUE SHELF ADA CHECKPRITER CN CUSTOMER SIDE ELEVATION E 4r, 0 =i ME Mai : ME MEW -RIENIII." SA1-t IY CHAIN- ! SUPPLIED WITH I BRACKET. ELEVATION SECTION ERACKET INSTALLATION A5 %.***ftira, 2x4 ND STUD- GC SHALL SCREW HD STUD TO WALL AT MINIMJM (3) LOCATIONS. IND STUD SHALL I3E MTD AT 40" AFF TO CENTER OF STUD. BRACKET- GC SHALL LAG BOLT BRACKET TO PV STUD AT HOLES PROVIDED. SCALE: 3/4"=I'-0" A5 214-00_DOLL AP-TR E_2010_GONT,I112 ',01q12AjE01.44,49 'TYPICAL AALL MOLDIN6 DETAIL SCALE: 3"=1*-0" CASH DRAWER PI/ QUICK RELEASE HOLE SLIDE CUT TISSUE SHELF UTILITY DRAWER ADJUSTABLE DECK OUTLINE OF SLOPED DECK CHECKER SIDE ELEVATION • 111/1MIMMIa IMED 41111.1• VESTIBULE 7 - , - - L • STOCKROOM OFFICE t 1 11 11 11 •11114011101M117.11•1111111• 51-31 1 1 )./11111%111E1110111 IIME102111111221.1111 11 7r =MD ••••■ •■■■ 0111111. Lr r 1 • -7111111111111 $ n -)-- - 21-0" --- XY-101 EMPLOYEE = AREA 1- 1 1 1 12 _I •■• pro 4/0 TOILET 11 El ••••• IMIIMP.11111.111111.11 TOILET '1 El I •-■ 2 411 MOM MIN 111111 - ESN NM I NM 11.11 1 H. 1 11111111 11111)1111 In Ow oft; NM NON ESN NM tow ism •oft Net ow sem MIMI MIN Nap Nes _11711■111M1 7.1 1119. 41-11" L__ 61-2" 1 =INN os. om No ow Isms somme. opa m' 5415,6gE6 51-0" 1 Ego -NW ION limp s• •'SE •II 1 I•ON Oft Ups 1 1111111 NM ME N• EDI Aft 41-0" Nem MN Nig dins Eft ION AIM WIN ISA EN NM EON No oft mml Non iI m oft: uganolo U I mon NM NON NAN • Ilea NW lei ii: NMI NMI MINI 11.1 MN •MN ..,l- Eft • 111. as Nei NMI NSW OW ill* INN MIN II .1151-0" 4- t -4- -4:181-3° 1 1 1 1 1 1 1 1 1 1 1111.1' ION ,11.111.11111111 ION 11611 I : ir •IIIII MIMI 10 101101 • b FIXTURE 1 mess PLAN NA2001,-C1214-00_POLLAR_TREE_2010_C-011"0-0101a72A-FP0A49 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. R The means of egress illumination level shall not be less than 1 foot-bandle at the walking level. IBC 1008.3 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... ACCESS DOOR effinNalagnumumich (REAR MODULE) liA2C0.1 042N-00_001 TFEE...,00_CONT 111701c112A,JY101,6,9 NORTH WED FOR E PLIANCE APPROVED AUG 1 0 2010 ofT nnnstai A s g (L) 0 0 -o c 0) a) 0 -13 0 a) a) ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622-2828 / fax (757)622-6883 NOTES: I) 140 GONDOLA UNITS, FIXTURES, OR PALLETS SHALL BE OVER V-0" AFF. 2) FIXTURE PLAN 15 "FOR REFERENCE ONLY." CONTRACTOR SHALL CONTACT DOLLAR TREE FOR FINAL APPROVED LAYOUT. 3) MAXIMUM TRAVEL DISTANCE SHALL BE 250'-0". ACTUAL TRAVEL DISTANCE AS SHOWN: ( ----) 4) CHEC(OUTS ARE NOT ATTACHED TO FLOOR. IR OF DOORS F APPLICABLE) • DOOR FRAME AND DOOR. MAGNETS ATTACHED TO ow* •c1/4-41 LOW VOLTAGE WIRE MTD WITH HIRE CLIPS TIGHT TO DOOR FRAME. ACTIVE DOOR iECEIVED AUG 0 4 2010 PERMIT CENTER DETACHED ALARM SYSTEM (NON-DELAYF_D ALARM) 1/4.44 SUPPLIED 111TH LOW VOLTAGE HIRE AND DOOR MAGNETS. SUPPLIED BY TENANT AND INSTALLED BY CONTRACTOR - PANIC BAR DEVICE. SUPPLIED BY TENANT AND INSTALLED CONTRACTOR. TYP REAR DOOR ALARM MOUNTIN6 peTAIL SCALE: 1/2"=11-0" 1 sheet Ala 9 VR Calla ! 9 M /RESER 3 I7R MEER •11114011101M117.11•1111111• 51-31 1 1 )./11111%111E1110111 IIME102111111221.1111 11 7r =MD ••••■ •■■■ 0111111. Lr r 1 • -7111111111111 $ n -)-- - 21-0" --- XY-101 EMPLOYEE = AREA 1- 1 1 1 12 _I •■• pro 4/0 TOILET 11 El ••••• IMIIMP.11111.111111.11 TOILET '1 El I •-■ 2 411 MOM MIN 111111 - ESN NM I NM 11.11 1 H. 1 11111111 11111)1111 In Ow oft; NM NON ESN NM tow ism •oft Net ow sem MIMI MIN Nap Nes _11711■111M1 7.1 1119. 41-11" L__ 61-2" 1 =INN os. om No ow Isms somme. opa m' 5415,6gE6 51-0" 1 Ego -NW ION limp s• •'SE •II 1 I•ON Oft Ups 1 1111111 NM ME N• EDI Aft 41-0" Nem MN Nig dins Eft ION AIM WIN ISA EN NM EON No oft mml Non iI m oft: uganolo U I mon NM NON NAN • Ilea NW lei ii: NMI NMI MINI 11.1 MN •MN ..,l- Eft • 111. as Nei NMI NSW OW ill* INN MIN II .1151-0" 4- t -4- -4:181-3° 1 1 1 1 1 1 1 1 1 1 1111.1' ION ,11.111.11111111 ION 11611 I : ir •IIIII MIMI 10 101101 • b FIXTURE 1 mess PLAN NA2001,-C1214-00_POLLAR_TREE_2010_C-011"0-0101a72A-FP0A49 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. R The means of egress illumination level shall not be less than 1 foot-bandle at the walking level. IBC 1008.3 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... ACCESS DOOR effinNalagnumumich (REAR MODULE) liA2C0.1 042N-00_001 TFEE...,00_CONT 111701c112A,JY101,6,9 NORTH WED FOR E PLIANCE APPROVED AUG 1 0 2010 ofT nnnstai A s g (L) 0 0 -o c 0) a) 0 -13 0 a) a) ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, VA 23320 (757)622-2828 / fax (757)622-6883 NOTES: I) 140 GONDOLA UNITS, FIXTURES, OR PALLETS SHALL BE OVER V-0" AFF. 2) FIXTURE PLAN 15 "FOR REFERENCE ONLY." CONTRACTOR SHALL CONTACT DOLLAR TREE FOR FINAL APPROVED LAYOUT. 3) MAXIMUM TRAVEL DISTANCE SHALL BE 250'-0". ACTUAL TRAVEL DISTANCE AS SHOWN: ( ----) 4) CHEC(OUTS ARE NOT ATTACHED TO FLOOR. IR OF DOORS F APPLICABLE) • DOOR FRAME AND DOOR. MAGNETS ATTACHED TO ow* •c1/4-41 LOW VOLTAGE WIRE MTD WITH HIRE CLIPS TIGHT TO DOOR FRAME. ACTIVE DOOR iECEIVED AUG 0 4 2010 PERMIT CENTER DETACHED ALARM SYSTEM (NON-DELAYF_D ALARM) 1/4.44 SUPPLIED 111TH LOW VOLTAGE HIRE AND DOOR MAGNETS. SUPPLIED BY TENANT AND INSTALLED BY CONTRACTOR - PANIC BAR DEVICE. SUPPLIED BY TENANT AND INSTALLED CONTRACTOR. TYP REAR DOOR ALARM MOUNTIN6 peTAIL SCALE: 1/2"=11-0" 1 sheet Ala 1 c 26 GAUGE ,0I W W L,J 0 N n C) 0 w W (f ) > F- < CD F- V) z -I L LI <C W W c( O o LLI M ICU z REVIEWED FOR E PLI CE APPROVE AUG 102010 CofT BUILDING DIVISIfN RECEIVED AUG 04 2010 PERMIT CENTER 0 0' c •v 0 L 0_ L. 6 o � 0� O � 6 0 c 0 0 C w0 CZ 0 U ON Z .ct- m `j Z a_ O O _ CZ a-- D_ CONCRETE 11111.0 w�Z, NII∎ :�0�::►Z�a�OZ • •' ■„' • • • • • • • • :si �:�`L�`��O`Z': 0 CD 0 LLJ (f) (f) Z I►I� < WCI- C0 CL �nWz U� I 1 I m I--'--I < Om > LLO � c� Q =W ZZN . � N � � JUG W Q CC 00 >_ Q (f) (f) cn n z 1 ITR VItWED FOR E :• 'P arm n r.� 1 v 2010 City ofT.r BUILDING DMS RECEIVED AUG 04 2010 PERMIT CENTER 0 crl •c 0 0 6 0 :0 4 0� 6 0 0 '46 0 482 o ncE CONCRETE FLOOR ■AA 0.41,1114.116.1■11■111111■ I (N LjJ 0 (r) z Z F- j 0 < z 021 EILLJLLJ a_C o oL _ ! -1- a( ) v (r Li —EL-- n < —TLJc I— Cr < — ZOO O 5E •LLUJ °L CO I "-I CD G\vi 11-1S REVIEWED FOR E E • 1. k AtiGN 1 0 2010 Pt of Tula BUILDING DIVIRION RECEIVED AUG 04 2010 PERMIT CENTER 0-1 c c.) 0 0 L. 0 0 13 Q,) C 0 0 (3 0C (T) s) 0 0 con 1 I 1 0 0 0 W W CONCRETE I c) REVIEWED FOR CODE COMPLIANCE APPROVED AUt3102010 BUICLD�ING MD lRION RECEIVED AUG 04 2010 PERMTCENTER (1= .r L r1