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Permit D10-313 - WESTFIELD SOUTHCENTER MALL - PICTURE PEOPLE - TENANT IMPROVEMENT
PICTURE PEOPLE 111 SOUTHCENTER MALL D10 -313 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 DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 111 SOUTHCENTER MALL TUKW Suite No: Project Name: PICTURE PEOPLE Permit Number: D10 -313 Issue Date: 01 /11 /2011 Permit Expires On: 07/10/2011 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: BRIAN DONOVAN Address: 811 CROMWELL PK DR - SUITE 113 , GLEN BURNIE MD 21061 Contractor: Name: B N BUILDERS INC Address: 2601 4 AV STE 350 , SEATTLE WA 98121 Contractor License No: BNBUII *990K3 Phone: 410 - 863 -1302 Phone: 206 382 -3443 Expiration Date: 09/12/2011 DESCRIPTION OF WORK: INTERIOR ALTERATION OF AN EXISTING DEMISED TENANT SPACE WITHIN A COVERED MALL. SCOPE OF WORK INCLUDES THE INSTALLATION OF NEW WALLS, PHOTOGRAPHY EQUIPMENT, LIGHTING, SERVICE SINK AND INTERIOR WALL/FLOOR FINISHES. Value of Construction: $60,000.00 Fees Collected: $1,754.16 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: II -B Occupancy per IBC: 437 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N doc: IBC -7/10 D10 -313 Printed: 01 -11 -2011 Permit Center Authorized Signature: Date: • oth \ I hereby certify that I have read and : . 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 presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: MAtn -f,e___ A L1 IL-A-4 A Date: 1 1 1, 1 1 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: AU permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: 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. 8: 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). 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: 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. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry doc: IBC -7/10 D10 -313 Printed: 01 -11 -2011 chemical type. The travel distance to any a fisher must be 75' or less. (IFC 906.3) (NFP11) 3 -2.1) 14: 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) 15: 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) 16: 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) 17: 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) 18: 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) 19: 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) 20: 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) 21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 22: 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) 23: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 24: 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) 25: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot- candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot - candle (6 lux) average and a minimum at any point of 0.06 foot - candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 26: 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) 27: 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) 28: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) doc: IBC -7/10 D10-313 Printed: 01 -11 -2011 29: All new sprinkler systems and all modif" ns to existing sprinkler systems shall have department review and approval of drawings prior to installation or . ification. New sprinkler systems and all mo ations to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050). 30: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051.(ALL FIRE ALARM COMPONENTS TO BE TIED TO THE MAIN MALL FIRE ALARM CONTROL PANEL.) 31: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 32: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 33: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 34: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 35: POST ADDRESS ON STOREFRONT PER APPROVED WESTFIELD STANDARDS. 36: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 37: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 38: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 39: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 40: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D10 -313 Printed: 01 -11 -2011 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us Building Permit No: Mechanical Permit. No. Plumbing/Gas Permit No 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 ** King Co Assessor's Tax No.: 4)-0 1 `Oa 1 0 Site Address: 111 Southcenter Mall Tenant Name: The Picture People Suite Number: 728 Floor: 1 Property Owners Name: The Picture People Mailing Address: 1800 10th Street New Tenant: ® Yes ❑..No Plano, TX City 0 State 75074 Zip ' CONTACT PERSON'— who do we contact when -your permit is ready to be issued. Name: Brian Donovan Mailing Address: 811 Cromwell Park Dr., Suite 113 E -Mail Address: bdonovan@l2m.com Day Telephone: (410) 863 -1302 Glen Burnie, MD City State Fax Number: (410) 863 -1308 21061 Zip '.GENERAL CONTRACTOR INFORMATION' ' (Contractor Information for Mechanical (pg 4) for. Plumbing and Gas Piping (pg,S)) Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: City Day Telephone: Fax Number: Expiration Date: State Zip ,ARCHITECT OF RECORD.— All plans, must be stamped bysArchitect of Record.. Company Name: RSW Consultants Mailing Address: 811 Cromwell Park Dr., Suite 113 Contact Person: Brian Donovan E -Mail Address: bdonovan@l2m.com Glen Burnie, MD City State Day Telephone: (410) 863 -1302 Fax Number: (410) 863 -1308 21061 Zip ENGINEER OF RECORD All plans must be stamped by Engineer of. Record: Company Name: Harold Hart & Associates Mailing Address: 4201 West Gray Street Contact Person: David Werner E -Mail Address: d.werner @hhart.com H:\Applications \Forms - Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Tampa, FL City Day Telephone: Fax Number: 33609 State (813) 287 -2719 Zip Page 1 of 6 BUILDING PERMIT INFORMATION — 206 - 431.3670 Valuation of Project (contractor's bid price): $ 60,000.00 •Existing Building Valuation: $ Scope of Work (please provide detailed information): Interior alteration of an existing demised tenant space within a covered mall. Scope of work includes the installation of new walls, photography equipment, lighting, service sink and interior wall / floor finishes. Will there be new rack storage? ❑ Yes m.. No If yes, a separate permit and plan submittal will be required. rovide All Building Areas in Square'. Footage BetowL•'' .151 Floors::.: ` . • Existing 1,751 Interior Remodel 1,751 Addition to Existing Structure Type of,. Construction per IBC IIB Type of Occupancy per • - IBC'..;: M 2 °d "Floor iTaf loos • . Floors :. thrua;.::.4: • ' Baseirient •: . Accessory. Striictiire" Attached• Garage. `Defactied ;Garage Attacliedi.Carport • _ .nS D'etacied'Cdrpot Covered .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 m No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: m Sprinklers m 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\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 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 O%W -OR AUTHORIZED AGENT: ) Print Name: k 'f g R,!, e// S Signature: Mailing Address: SGT - k-C- Date: 1 ( //(b Day Telephone: City State Cd Zip Date Application Accepted: Date Application Expires: Staff Initials: H:\Applicalions \Forms - Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 hh 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.tulcwila.wa.us RECEIPT ParcelNo.: 9202470010 Permit Number: D10 -313 Address: 111 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 11/17/2010 Applicant: THE PICTURE PEOPLE Issue Date: Receipt No.: R10 -02326 Initials: WER User ID: 1655 Payment Amount: $34.39 Payment Date: 11 /17 /2010 09:16 AM Balance: $1,030.51 Payee: L2M TRANSACTION LIST: Type Method Descriptio Amount Payment Check 13903 34.39 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 34.39 Total: $34.39 doc: Receiot -06 Printed: 11 -17 -2010 . 1 City of Tukwila ti J De P artment 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 RECEIPT Parcel No.: 9202470010 Permit Number: D10-313 Address: 111 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 11/17/2010 Applicant: THE PICTURE PEOPLE Issue Date: Receipt No.: R10 -02325 Payment Amount: $689.26 Initials: WER Payment Date: 11/17/2010 09:15 AM User ID: 1655 Balance: $1,064.90 Payee: L2M TRANSACTION LIST: Type Method Descriptio Amount Payment Check 13903 689.26 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.39.5.830 689.26 Total: $689.26 doc: Receiot -06 Printed: 11 -17 -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 RECEIPT Parcel No.: 9202470010 Permit Number: D10-313 Address: 111 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 11/17 /2010 Applicant: PICTURE PEOPLE Issue Date: Receipt No.: RI 1 -00053 Initials: User ID: Payee: JEM 1165 Payment Amount: $1,030.51 Payment Date: 01/11/2011 10:42 AM Balance: $0.00 BNBUILDERS, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 55833 1,030.51 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,030.51 1,026.01 4.50 doc: Receiot -06 Printed: 01 -11 -2011 • INSPECTION RECORD Retain a copy with permit ?1®--313. ° -- •- 'INSPECPIOiV"NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION- 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 G. • Pro'ect$ t eitIVC Y ro ,f Type of Inspection: Fl At.� Address: 1 t Si • VIA _A' LA-- Date Called: . Special Instructions: • Date Wanted: ReqUester: Phone No: .2062 -45S -3303 4 Approved per applicable codes. - Corrections required prior to approval. - j r. COMMENTS: eft Wt: , IN ` ' ECTION FEE REQ RED. Pri •a to.next inspection. fe • must be aidf =t 6300 Southcenter BE d., Suite 00: Call to schedule reinspection. �s �•a.�s>� -r reD: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. bio -3t • CITY OF TUKWILA BUILD.ING DIVISION 6300 Southcenter Blvd:, #100, Tukwila. WA 98188 %L (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro ct t Ca Type of Inspection: 1-N- - - - -- - Address: Date Called: Special Instructions: Date Wanted: � ____ w Requester: -- Phone No: chi proved per applicable codes. -0 Corrections required prior to approval.'3p M COMMENTS: 4). • N ,- - a - I -- chi °Tr%) ''. V--1 P -- i.l _--- . 40 _ • - tot - • 4 L • 10-,40 REL SPECTION FEE REQJJIRED. Pr.'or to next inspection. fee must.• e rd at 6300 Southcenter Blvd.. Suite 1":00. Call to schedule reinspection • s -� .. INSPECTION RECORD t....---- Retain a. copy with permit . . .7'.. . R- • .: INSPECTION N0 1 PERMITOO.g_ "-' ... . CITY OF TUKWILA BUILDING DIVISION .1' / . 6300 Southcenter Blvd, #100, Tukwila. WA 98188 ' (206) 431-3670 Permit Inspection Request Line (206) 431-2451 t'' r. F proievi , 1 " /0"rnd'ef AroylioL Type of Inspection: F 1 41o$0"/ e... • Address: Date Called: Special Instructions: Date Wanted: /--- .7-0 — I i • . a.m. -.. p.m. Requester: Phone No: Approved per applicable codes: Corrections. required prior to approval. COMMENTS: SPECTION FEE R QUIRED. Pricrto next inspection. fee must be d at 6300 Southcente Blvd.. SI 100. Call to schedule reinspection. • ' ••••• • C...r.4ro..7•SVZIrr.• • =To. -rnrc•IrtcaPsroPro~ : IVP.411•1. WriVaffe,.- • • .to•rotormaigmb sr INSFkECTI N RECORD Retain' a co y with permit INSPECTION NO.. PERMIT VA. CITY, OE TUKWILA BUILDING. DIVISION 6300 Southcenter Blvd., #100, TukAi:la: WA 98188 • (206) 431 -367 ermit Inspection Request Line (206) 431. -2451 Pro ,c,t:,e ;Type of Inspection: Address: /// SC4I7714,rt P AMY/ Date Called: • _ ` _ _ _ _ Special Instructions: Date Wanted: l— _P - // p:m: Requester: Phone No: .•a Approved.%per applicable codes. . Corrections required prior to approval: COMMENTS' • SPECTION FEE R QUIRED. P for to next inspection. fee.nlust be • id at.6300 Southcen er.Blvd:, ite 100. can to "schedule reinspection. • INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /c.?- ,' 1S - 4,03 4/-. F-. t Y -- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, Wa. 98188 206- 575 -4407 Project: etc-f /t.. �e p ?e.. Type of Inspection: Ff .01.e#1-17,-r‘ - ',•rte / Address: //I 5 Gtr??•¢ ., Suite #: Contact Person ,Tc,.r.i. C Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 r 17 JII4(41 1 X77/ Curvy, L r k Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre- Fire: Permits: Occupancy Type: f-1 37, Date:f11 /t Hrs.: $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 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 2 be,- 3 `y, — PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Proj �"°� I , ce y ,� • ..0 r { �' - Type of Inspection• <. P (""ma^y .....,' 4," V LJJ • '� ._ ,,j/� al.% f'qe" Address: It 1 . c , n-►,� Suite #: L,.. Contact Person: , 0.,, Special Instructions: Phone No.: L✓" c> t- l.ic, i ') C .... F f Fel-Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre- Fire: Permits: Occupancy Type: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre- Fire: Permits: Occupancy Type: ,9 Inspector:,�., --, - ;n.. Date: ' - , , ; =, Hrs.: $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 ON :NUMBER PERMIT NU Nib fk Ins Spr3ttkl�: t J Iarrn: 1 . N lint: PrePire: P+ nits: wancy Tom* T.F.D. Form F.P. 113 CITY OF TUKWILA - BUILDING DIVISION FILE COPY Permit No. 2006 Wasington State Nonresidential Energy Code Compliance Form Interior Lighting Summary LTG INT ►Iorreside dW Energy Cads Compliance Farms Revised My 2007 Project Info project Address 0/144474 1A ,,j,A (Cyv%e' Space. ?a 8 Date 12- 20 -10 I 1 1 50044-►6144 er tAINA For Building Department Use TOk60 Ll. A. W4 �.Pt83 Applicant Name: �L GI' U _Q I P1? Ota 4.. � • f� Applicant Address: 18 O0 1 0 tda 54 ,te4 17/ WO ) - 1 i� 7 1 ro7y Applicant Phone: 9 IA_ ,2 es'- -7 is- i _ Rog lee rbata. Project Description ❑ New Building ❑ Addition Alteration ❑ pima Inc tided Refer to WSEC Section 1513 for controls and commissioning requirements. 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 80% 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 E{c --A.►t— 5TOZ� Ioti- 17 to 2665 •' From Table 15-1 (over) - document all exceptions on form LTO- Proposed Lighting Wattage o l AiIoWe0 W8 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture A 8 ?Rgc1K )-1 4tD , REV CODE AP JA G 18 16 Watts Proposed 6" REc-SSiv M.N- Dou)1.1U•24-fr 2' 4` C2) LAM" RECES 'SFP DANCE dOh2 1 BUILDING DLSI 2.4 10 55'. [Goo 385" ttt1 proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 2353 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 facture, 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 fighting, list the greater of actual Iuminalre 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. CORRECTION LTR #� D10 -313 RECEIVED DEC 212010 PERMITCENTER Ul 1 Y Ur 1 UKWILA - BUILDING DIVISION 2006 Wasington State Nonresidential Energy Code Compliance Form interior Lighting Summary (back) 2006 Washington Stets Nmvesldenbst Energy Cods Compliance Forms LTG -INT Revised July 2007 Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers O Other Qualification Checklist Note: If occupancy type is "Other and fixture answer is checked. the number of fixtures in the space is not limited by Code. Cleary indicate these spaces on plans. If not qualified. do LPA Calculations. Lighting Fixtures: (Section 1521) j "hedt if 95% 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 or louvers, c) 5-60 watt T -1, T -2, T -4, T -5, T -8 lamps, and d) hard -wired elect tronic dimming ballasts. Screw -in compact fluorescent futures do not qualify. 2. Metal Halide witfi a) reflector b) ceramic MH tamps ca 150w c) electronic ballasts 3. LED lights. -1 Unit Lighting Power Allowance Use' O'A' (W/st) Use' LPA` (W /st) Automotive facility 0.9 Office buildings, ofttce/administrative areas in facilities of other use types (including but not limited to schools hospitals, institutions, museums, banks, churches)d•'•" Penitentiary and other Group 1-3 occupancies Police and fire stations' 1.0 1.0 1.0 Convention center 1.7 --172- Courthouse Cafeterias, fast food establishments'' restaurants/bars' T.3 Pdst office 1.1 Dormitory 1.0 Retaih°, 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 l heater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.8 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.2 Transportation 1.0 HoteUmotel 1.0 Warehouses ", storage areas 0.5 Hotel banquet/conference/exhibition hall'' 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 Laundnes 1.2 Libraries' 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies' (except mall concourses) 1.2 Museum 1.1 Common areas, comdors, toilet facilities and washrooms, elevator lobbies 0.8 ootnotes for 1 able 15- 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 150ft' with full height partitions, a Unit Lighting Power Allowance of 1.10 wife 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/ft . 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/ft' 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. 0 FILE COPY ow Ph.......P* ��.. ure AGgressive In Recovery Sil t11) 27 SAFE • 12 Volt bellows pump and electronics prevent electrical accidents while providing reliable service, low noise, familiar poppet valves, and adjustable flow rate. • Adjustable electronic pressure monitor warns operator and turns the pump off if specified column pressure is exceeded. • Replaceable mechanical pressure relief valve provides a redundant system that prevents excessive column pressure; • High level alarm warns when Feed Tank is full and the pump is not functioning. USE E FR5EMDILY • 24 character, 2 line display allows ho readout and alarm conditions (with a bri to be displayed in plain language. • 90/250 VAC Universal Input, 12 VDC power supply enables use world -wide. • Optional features provide flexibility: • Discharge jug with high level alar • Overflow alarm sounds when liq present in the secondary contain • Battery backup for high level alarm. • Float switch shuts pump off when tank is empty. • Resettable hour meter simplifies tracking column usage. MITE i' bL'TREADY • Optional Communications board provides remote monitoring of pump station status and all alarms over the inthrnet or your company network, including: ,BREWED FOR B, ;•t XR AN APPRfV!D . tput JAN 06 2011 • ur meter h Level Alarm System operating pressure Pump operating status Optional discharge jug high level Alarm Optional overflow monitor CitY of Tukwila: notional discharge clog monitor IL,DING DIVISIOtional flow rate sensor • Discharge clog monitor warns when the discharge hose is clogged • Drain hose rinse system nearly eliminates the single most frequent maintenance task • Flow rate sensor monitors the flow rate, N COMPLETE of the system (with Internet option) • Can be remotely accessed directly over the internet, or information can be automatically uploaded to a database on your server. Alarm conditions can be automatically sent to a central computer on your network for central monitoring and response. • 11 Gallon holding tank with direct plumbing connections and "pour it" access. • Compact 22" x 16" x 25" size fits under most counters. FOR MORE INFORMATION ECE1VED V E® ECS Refining 705 Reed St. Santa Clara, CA 95050 DEC 0 6 2010 (800) 469 -9278 1) 0- 3 3 PERMIT CENTER ECS MS2000 Fixer Metering Station Installation and Operation Manua P.N. 5208CA REV 991 117 (-CAA W A'N saris. c 11S PCL9L ECS Refining ; -‘R Santa Clara, CA (800) 4 -MY -WASTE 6Q,- &C a--- 5ck_ 1\ a\S tab of of M cn'Q Table of Contents Page Safety Information ... 2 1.0 Introduction 3 2.1 Pre - Installation 4 2.2 Installation 4 3.0 Description of Operation 5 4.0 Instructions For Use 6 4.1 Control Panel .. „ .. 6 4.2 Control Panel Functions 6 4.3 Function Menu Items 7 4.4 Displayed Messages 7 5.0 Changing Metallic /Ionic Exchange Filters 8 5.1 Resetting the Service Alarm ... 8 6.0 Adjusting the "Until Service" Gallons 8 7.0 Changing the Back -up Battery. 9 8.0 Adjusting Pumping Rate 0 9 8.2 Manual Starting/Stopping the Pump .. 9 9.0 Recommended Maintenance .. 9 10.0 Trouble Shooting Guide.. .. 10 Important Safety Information • CAUTION: RISK OF SHOCK! Dangerous voltages are present in the Control unit of the MS2000. Always contact an authorized service technician when servicing the control unit of this product. • Servicing of power supply to be performed by qualified servicing personnel only! • The MS2000 MUST be connected to a properly grounded electrical outlet. • Never remove the ground prong from the power cord or substitute a different power cord! • All panels and protective guards should be in place before operating the system. a WARNING ! For continued protection against risk of fire, replace with same type fuses. NEVER SUBSTITUTE DIFFERENT FUSES! 2 of 10 s 1.0 Introduction The MS2000 is a fully automatic metering station designed to pump silver bearing photographic chemistries through metallic /ionic exchange filters. The MS2000 microprocessor controller continually monitors the solution level in the holding tank and pumps at a slow controlled rate. Besides controlling the pumping function, the controller keeps track of the volume of solution pumped and activates a non - intrusive alarm indicating the correct time to change the filters. A button is provided on the control panel, "Until Service ", that will display the remaining amount of gallons of solution before the filters will need to be changed. Features of the MS2000 • Attractive design • Rugged polyethylene cabinet • Large manual fill opening with hinged lid • Micro - processor controlled (Y2K Safe) • Non - volatile memory • LCD display • High level alarm and message • Battery back -up high level alarm • Low battery alarm and message • High pressure limit switch w/ "Restricted Flow" alarm and message • Non - intrusive Service alarm to indicate correct filter change • Audible alarm stop key (resets automatically) • Displays gallons remaining before service is due. • Displays total hours used over life of unit • Displays total gallons used over life of unit • Displays gallons pumped since last service • Easily serviced (modular design) • 50- 120m1/min adjustable pump rate • 10.0 PSI maximum pumping pressure • 10 gallon holding capacity • Two inlets (3/4" FPT) • Security overflow (3/4" FPT) • Expansion/drain port (3/4" FPT) • Reusable pump inlet filter /strainer to prevent clogging of pump • Self priming run dry safe polypropylene bellows pump 3 of 10 2.0 Installation 2.1 Pre - Installation Before beginning any work, assemble all of the tools and supplies needed. Plan the location of the MS2000 before beginning the installation with consideration of the following requirements: • The MS2000 should be located as close to the processor as is reasonably possible. If the MS2000 will be gravity fed from the processor, it is best to use at least 3/4" ID tubing as a minimum and 1" is best. • The area in front of the MS2000 must be clear for periodic servicing. • Is there space for the Metallic/Ionic exchange filters: • The MS2000 should be located away from heavily traveled areas, if possible. • Locate wall outlet for 120VAC within four feet of planned location. If not available consider having a qualified electrician add an outlet. Wall outlet must be properly grounded for safe operation! • Is a drain available to connect the security overflow port? • Do local laws/ordinances require secondary. containment? Secondary containment is highly recommended. 2.2 Installation (gravity fill from processor) 1. Connect the processor silver bearing chemistry (fixer) overflow hose to one of the MS2000 inlet ports. 3/4" hose is the minimum recommended hose size but 1" hose is best for hose runs over 10 feet. Hose adapters are provided in order to fit most processor overflows. Multiple processors may be ganged to one MS2000 providing the MS2000 has the pumping capacity . to keep up (120m1/min max). 2. Connect 1/2" ID hose from the MS2000 outlet to the metallic /ionic exchange filter(s) inlet. 2.3 Installation (manual fill and gravity fill from processor) 3. Connect the MS2000 security overflow to a drain especially if secondary containment . is not used. 3/4" hose is the minimum recommended hose size but 1" hose is best for hose runs over 5 feet. 4. Plug the MS2000 power cord into a properly grounded 110- 120VAC wall outlet. 5. Turn on the MS2000 power switch. After a few seconds, the MS2000 should be ready for operation and a message "Standby" should be displayed. 6. Fill the MS2000 holding tank with about 2.0 gallons of water. 7. The MS2000 should switch to 'Pumping" mode and the pump should start discharging once the pump fills the hoses. 8. Press the MENU key once and the unit will display "Reset Alarm ". Now Press the ENTER key once followed by the YES key after the message "Are You Sure ". The unit will now automatically return to normal mode. 9. Check for leaks. 10. Installation is now complete and the system is ready to receive silver bearing chemistry. 4 of 10 3.0 Description of Operation 3.1 Primary Operating Modes The MS2000 metering station has two principle modes of operation, Standby and Pumping. Standby Mode The MS2000 operates in the Standby mode when solution in the holding tank is below the Start/Stop float switch. Pumping Mode Once the solution level in the MS2000 increases to the point that the Start/Stop float switch is raised, the MS2000 will switch to pumping mode. The MS2000 will continue in Pumping mode until the solution level drops to the point that the Start/Stop float switches off. The MS2000 will continue pumping for an additional 5 minutes before switching back to Standby mode and this will be indicated by the message "Pump Off Delay" in the display. 3.2 Secondary Operating Modes High Level If the solution in the MS2000 rises to the point that it reaches the High level float switch, the High Level alann and message will be activated. The MS2000 also has a back -up battery that will power the High Level audible alarm even if the power to the MS2000 is accidentally Left off. The audible alarm can be temporarily disabled for the high level condition by pressing the Alarm stop key. Restricted Flow If the pump output pressure exceeds l Opsi, the MS2000 controller will stop the pump and activate the "Restricted Flow" alarm and message. The controller will automatically restart the pump once the pressure drops back to a safe operating range. The audible _ alarm can be temporarily disabled for the restricted flow condition by pressing the Alarm Stop key. Service Now! The MS2000 calculates the number of gallons pumped by multiplying the pumping rate by the amount of pumping time. The controller counts down from a programmable value called "Until Service ". The value programmed should be the amount of gallons that the filters being used are rated for. Once the count down value reaches zero, the message "Service Now" that along with a beep every 60 seconds will be activated. This message and alarm will continue until the alarm is reset or delayed. The audible "Service Now" alarm can be temporarily disabled for 72 hours by pressing the Alarm stop key. Note: It is best not to reset the alarm unless the filters are actually changed. Change Battery Every 20 seconds, the controller will check the High -Level back -up audible alarm battery to verify its voltage. If the voltage is less than 6.0VDC, the alarm and "Change Battery" message will be activated. The message and alarm can only be cleared if a fresh battery is installed. 5 of 10 [gJ 4.0 Instructions for Use 4.1 Control Panel ALARM. gTOP ECS REFINING'�s` MENU (y.Es, [5' MS2000 ENTER 4.2 Control Panel Functions ALARM STOP SERVICE MENU t / NO ENTER The ALARM STOP/ SERVICE key normally displays the remaining number of gallons before the "Service Now" alarm and message is to be activated. Pressing this key will also temporarily stop the audible alarm when activated. The "Change Battery" alarm cannot be stopped without changing the battery, Pressing the service key anytime the MS2000 is in the function menu will also force a return to normal operating mode. The MENU key when repeatedly pressed will allow the function menu to be scrolled. The UP Arrow /YES key is used to increase programmable values and to provide a yes response to Yes/No questions. The Down Arrow/NO key is used to decrease programmable values and to provide a no response to Yes/No questions. The ENTER key should be pressed prior to changing any programmed values. 6 of 10 4 4.3 Function Menu Items Reset Alarm Total Hrs. XXXXX Total Gal XXXXX Since Serv. XXXX Until Serv. VOOLX Pump Rate XXXmI This menu items allows the Service Now alarm to be reset. The Service Now alarm should be reset each time the Metallic/lonic exchange filters is changed. Failure to reset the alarm will result in an alarm to change filters that are still good. The "Total Hours" menu item shows the total number of hours that the MS2000 has been powered on. This value is stored over the life of the unit and cannot be reset. The "Total Gal." menu item shows the total number of gallons of solution that the MS2000 has pumped. This value is stored over the life of the unit and cannot be reset. The "Since Serv" menu item shows the number of gallons that have been pumped since it last was serviced. This value is automatically reset to zero when the Service Now Alarm is reset. The "Until Serv" menu item shows the number of gallons that the MS2000 will pump before the Service Now alarm will be activated. This value is can be raised or lowered with the UP/DN arrow keys to match the capacity of the filters to be used. The "Pump Rate" menu item shows the milliliters per minute that the MS2000 pump has been adjusted to pump: Changing this value will effect the calculation of liters pumped and does not change the actual pump rate. The pump must be manually adjusted and then the "Pump Rate menu item is adjusted to match. This value is can be raised or lowered with the UP /DN arrow keys. 4.4 Displayed Messages- Standby Pumping The "Standby" message indicates that the solution in the MS2000 holding tank is below the Start/Stop float switch and the system is not pumping. The "Pumping" message indicates that the solution in the MS2000 holding tank is at or above the Start/Stop float switch and the unit is pumping. 7 of 10 High Level Restricted Flow Low Batt. Service Now! Float Error The "High Level" message indicates that the solution in the MS2000 holding tank is too high and the system is in danger of overflowing. The audible alarm will also sound when this message is displayed. The "Restricted Flow" message indicates that the controller has detected high pressure on the output of the pump usually caused by some type of restriction. The controller will automatically stop the pump when this condition is detected and then reset once the pressure drops. The "Low Batt." message indicates that the back -up high level alarm battery is Iow and is due to be changed. The "Service Now!" message indicates that its now time to change the metallic/ionic exchange filters connected to the MS2000. The "Float Error" message indicates that either the Start/Stop float or the High Level float is faulty. The audible alarm will also sound when this message is displayed. Refer to section 10.0 for trouble shooting instructions. 5.0 Changing Filters Change the filters in accordance with the filter manufactures recommended procedures. If the MS2000 is pumping at the time, simply turn the power switch off to stop the pump. 5.1 Resetting the Service alarm Once the filters have been changed and primed as directed by the filter manufacture, reset the "Service Now" alarm. The alarm must be reset even if the message and alarm was not activated otherwise the controller would not be alerted to the newly installed filters. To reset the "Service Now" alarm, press the MENU key one time. The message "Reset Alarm" will be displayed. Press the ENTER key once and then press the YES key once after the message "Are You Sure ? ". The message "Alarm Reset" will be briefly shown and the unit will resume normal operating mode. 6.0 Adjusting the "Until Service" Gallons To adjust the number of gallons pumped before the "Service Now" alarm is activated: • Press the MENU key 5 times until the message "Until Service" is displayed. • Press the Enter key once. • Now raise or lower the number of gallons to be pumped using the UP /DN arrow keys. This value is usually equal to the maximum volume capacity of the filter(s) to be used. • Next, Press the "SERVICE" key once to return to normal mode. • Finally, reset the Service alarm as described in section 5.0. 8 of 10 0 7.0 Changing the Back -up battery • Remove the cover covering the control box and pump. • Locate the battery compartment and remove the two screws that secure the battery cover in place. • Remove the battery from the holder. • Replace the battery with a 9.0V alkaline type NEDA 1604 or 6F22 or 006P 8.0 Adjusting the Pump Rate 8.1 Adjusting the Pump To adjust the pump stroke length, manually stop the pump so that the adjustment screw is assessable with a screwdriver. If necessary manually start and then stop the pump. To increase the pumping rate (longer stroke), turn the screw clockwise. To decrease the rate, (shorter stroke), turn the screw counter - clockwise. Measure the output flow rate by collecting the pumped solution in a graduated container for at least 1.0 minute where two minutes is most accurate. Repeat the adjustment procedure until the desired rate is achieved. 8.2 Manually Starting and Stopping the pump To manually start the pump, press the ENTER key X2 followed by the YES key after the message "Are You Sure ". To stop the pump, press the NO key (if manually started) or by switch off the main power switch. 8.3 Adjusting the Program Pump Rate Once the pump has been adjusted and verified, it is time to change the programmed pump rate. Press the MENU key repeatedly until the message "Pump Rate" is displayed. Press the Enter key once followed by the UP /DN arrow keys to raise or lower the programmed rate to the actual rate. Press the SERVICE key when finished. 9.0 Recommended Routine Maintenance Daily • Monitor solution level • Check for Ieaks Every Month • Clean pump inlet strainer Yearly • Verify pump calibration, clean or replace worn poppet valves in pump. 9oflO a 10.0 Trouble Shooting Guide Problem Cause Remedy Service Now Alarm The programmed number of gallons before service has elapsed and it's time to change the metallic./ ionic exchange filters. Change filters and reset alarm as directed in section 5.0. High Level Alarm Pump not pumping because : • Inlet filter in tank is dirty or clogged. • Pump power cord not properly plugged in. • Pump fuse on PCB is . bad. • Poppet valve(s) is clogged or failed. • Pump Faulty Pump is pumping to slow because: • Pumping rate is set too low. • Pump poppet valves are clogged or dirty. • Bad fuse on PCB • Clean filter • Secure pump power cord plug. • Replace fuse with same type. • Clean or replace poppet valve(s). • Replace faulty pump •• Increase pumping rate. See section 8.0 • Clean or replace poppet valves. • Replace fuse with same type. Alarm sounding and No Display Main power not switched on and solution in tank is high Bad Fuse Switch on main power. Ladle out some solution until alarm stops and pour back in later after pump has caught up. Replace fuse with same type. Low Batt. Alarm and message Back -up battery is low Change battery. See section 7.0 Restricted Flow Alarm . • Metering pump outlet pressure is too high because: • Metallic-Aortic exchange filter is restricted or clogged. • Hose is kinked or restricted. • Replace clogged. filter. . • Remove restriction in hose Pump not pumping See High Level alarm above. No Display Power interrupted because : • Main power interrupted. • Main power switch not ON. • Power cord not properly plugged into control box. • Main fuse is bad. • Fuse on PCB is bad. • Reconnect main power. • Set main power switch to T or on position. • Secure power cord to control box. • Replace fuse with same type. • Replace fuse with same type. Float Error Alarm . Start/Stop float is faulty if solution level in tank is up to high float. High float is faulty if solution level in tank is not up to high float. • Replace Start/Stop float • Replace High Level float 10 of 10 ECS Refining 705 Reed St. Santa Clara, CA 95050 (800) 469 -9278 14 April 2006 PUREFLOW MS 1000 PUMP STATION ECS Refining 705 Reed St Santa Clara, CA 95050 (800) 469 -9278 User Manual Table of Contents Parts Diagram 1 -2 Connections Diagram 3 Pump Adjustments 4 Poppet Valves 5 -6 Pump Operation 7- 9 Electrical trouble Shooting 10 Parts List 11 - 12 The MS -1000 metering Pump Station is designed to meter a precise flow of Silver bearing Photo Solution through various types of Metallic Replacement Silver recovery Columns. It will start pumping automatically when sufficient solution is in the holding tank. Should the solution level rise too high, an alarm will sound. The solution can be poured manually into the tank or it can be plumbed directly to the photo processor's overflow through the elbows behind the control box. 13 1 1 1 9 1/2" 1 1 1 1 1 1/2" Elbow 1/2' female Fitting 1/2" Male fitting 1/2" SCH 40 pipe # 15 "0" ring 1/2" Barbed Tee !/2" Hold down Plastic Knob Power Cord 2 Pan head SS sheet metal screws 1 Pan head SS sheet metal screws 13 Oval head SS sheet metal screws 6 Pan head SS sheet metal screws 4 SS FH Machine screws 4 SS lock Washers 4 SS Flat washers 1 SS nut 5/8" 2 Cord grips w/ nut Suction Strainer Check Valve 1 /2SFL 1 /2SF 1 /2SM 1/2 P #150 1/2BT 1/2 HD Knob 165 -018 #8X1/2 #10 X 3/4 #8 x 3/8 #10 x1/2 M8x8mm M8 LW M8FW 5/8N NP- 09 -EB -BK ISFS -38 308PPSD -17# Power 5 itch Aar 12 1 eck valve notice tlo v direct o f:x, <TM "tea MS 1000 Parts QTY Part Cat. # 1 Circuit Board PF -1 1 Tank (Natural Polyethylene) 121812 1 Reducer P8UCB6 2 Elbows P8MEB8 5 1/2" SS hose clamps H8SS 3 3/8" SS hose clamps MM4SS 1 Lid / base 3 /8LBPP 1 Pump 16001 -002 1 Buzzer 273 -066 1 9V Bat. Connect clip 270 -324 1 9V Holder 270 -1238 1 Fuse 2AMP 250V ACG -2 1 Fuse holder HTB -261 36" wire #18 AWG 4 Stand offs 276 -1381 2 Float Switches 2XC13 1 Hour Meter 3AE21 1 Hinges 2665024 1 Switch GSW -121 Switch cover GSW -20 1 Elec. Case 6X6X4 2 Spade terminals 22 -18 ST 1 1/2 "T" Sc40 1 /2S FS T 2 11 Electrical Trouble Shooting Please heed all electrical warnings! 120 volts are inside the control box. Should the pump stop running, first check that there is sufficient effluent in the holding tank to cover the lower float switch. If there is, check that the outlet the Pump Station is plugged into has power. Should you suspect the fuse, UNPLUG the Pump station and remove the four screws holding the top on the control box. Check the inside of the control box for liquid or anything that may have caused a short. Fuses rarely blow by themselves. The fuse is in the fuse holder near the on/off switch and is a 2 AMP 250V 1/4" X 11/4"standard fuse. Hour Meter The Hour Meter on the Control Box cover cannot be reset and should require no adjustments. You should note the reading when changing columns. The Pump Station is designed to pump 1 Gallon per Hour (60 ml/min). This will give you total volume through the pump. For Circuit Board, float switch, or Alarm switch replacement, call ECS Refining for Technical Assistance. (800) 469 -9278 Specifications subject to change 10 Wiring Connections to Circuit Board White wires are a dashed line Fuse Switch Hour Meter Float Switch (lower ont Alarm Switch (upper one) 3 Pump Adjustments The ECS Refining Pureflow Pump Station uses an adjustable bellows type of pump. It should be set to meter 60m1/ min through the Pureflow Columns. Should adjustment be required, turn the adjustment screw clockwise to increase the metering rate and counter clockwise to decrease. Please note that the scale is marked in percentages and not in milliliters. It is best to measure the rate coming out of the column by running the pump for 1 minute while capturing the effluent in a graduated cylinder. You should adjust the screw to bring the volume to 60 ml/min. 4 v To deactivate the alarm simply unplug the 9V battery. This battery can be inside or outside of the control box and should be replaced just as you do the battery in a smoke detector, every clock time change or twice a year. Note: Replace the fuse ONLY with a 2 AIVIP 250V fuse! 9 The MS 1000 uses a 17 pound pressure relief valve to prevent over pressurization of the silver recovery columns. The red part in the picture is the valve. Be sure to note the flow direction if it is removed. It is clamped to the under side of the top plate of the pump station and directs the excess flow into the holding tank. Line blockage will cause over pressurization and the relief valve will direct the flow back into the holding tank. Carefully relieve the pressure, clear any blockage and reconnect the lines. Poppet Valves The Pump Station uses Poppet valves to ensure the effluent only goes one way through the pump. You may have to replace or clean a faulty valve if the pump runs but no effluent comes out of the discharge line. There are two valves in the top part of the pump. It is easiest to remove the side valve first to access the top valve. Unscrew the lock nut and you'll be able to access the poppet. 8 5 You'll notice that the stem of the poppet faces away from the bellows on the side and points down toward the bellows on the top Be sure the "0" ring is against the lock nut as in the picture of the side poppet. Another item to note is that the lock nut has an intentional split on the threads. This is normal and does not adversely affect sealing. Pump Operation The Pureflow Pump Station uses float switches to turn the pump on and to activate the over flow alarm. The lower one turns on the bellows pump and the upper one activates the alarm. The pick up screen seen in the picture should be periodically cleaned with water to assure a good supply of effluent to the pump. Be sure to capture the water used to clean the screen and put it in the pump station. DO NOT put that water down the drain. It will have a high concentration of silver that you will want to recover. Should the Pump Station fill faster than the pump can empty it, the upper float switch will activate the overflow alarm. The alarm will sound before effluent over flows but if ignored, the effluent will spill out of the holding tank. If the alarm sounds first determine why the pump is not keeping up. Some possible causes are: Dumping too much effluent all at once. Dirty or inoperative poppet valve Pump not running Dirty pick up screen Line blockage resulting in the pressure relief valve opening e • 6 7 •" Required space and dimensions Space required for installation 4" or mor 89 "or more ( 89" or more', 113 "or morel) (81.5 "or more, 97" or morel, 105 "or more 2) •3 12" or more 4 "or more 58 5" or more Triple magazine unit Quad magazine unit *1. When the triple magazine unit (option) is installed *2. When the quad magazine unit (option) is installed *3. For F specification Dimensions *1. When the cover and door are opened *2. When the triple magazine unit (option) is installed *3. When the quad magazine unit (option) is installed *4. For F specification 1 Jim Haggerton, Mayor Departme 1 t of Community Developme t Jack Pace, Director December 17, 2010 Brian Donovan 811 Cromwell Park Dr — Suite 113 Glen Burnie, MD 21061 RE: Correction Letter #1 Development Permit Application Number D10 -313 Picture People —111 Southcenter Mall Dear Mr. Donovan, 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 Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached comments. 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 -313 W:U'ermit Center \Correction Letters\2010\D10 -313 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: December 17, 2010 Project Name: Picture People Permit #: D10 -313 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The interior lighting budget used is not applicable in the state of Washington. I have included the correct form with this review memo. Please note that 1.5 watts per sq. ft. is allowed for retail instead of 1.7 and additional allowances are different also. The proposed lighting does not meet the budget allowance for Washington State. Please revise as necessary. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • /IIL2M 02 December 10 City of Tukwila Department of Community Development 6300 Southcenter Blvd. Suite# 100 Tukwila, WA 98188 Ph. 206 -431 -3670 RE: 10.270 The Picture People - Southcenter Mall - Permit #D10 -313 This letter is in response to the November 19, 2010 plans review comments. Building Plan Review Comment 1 Comment 2 Please provide a completed King County Metro Non - Residential Sewer Use Certificate form, listing only the new plumbing fixture and not any existing or those being replace -in -kind. (See enclosed form) Response: See enclosed completed application If any photo developing process is being proposed: then contact King County Water and Land Resources Industrial Waste Program for a Waste Discharge Permit of approval. Provide a copy of the approval. Response: Please see the enclosed email correspondence w/ Mr. Doug Hilderbrand .Per the correspondence, said approval is not required. Please see the enclosed specification for the photo processing unit. Please feel free • contact me with any questions at 410- 863 -1302, ext. 117. Cc: Non Residential Sewer Use Certification Application Original plan review comments (2) Email correspondence on King County Water and Land Waste Program approval File - 10.270 INCOMPLETE btO 313 RECEIVE DEC 06 2010 PERMIT CENTER 811 Cromwell Park Drive. Suite 113 • Cromwell Business Park at BWI • Glen Burnie, Maryland 21061 P 410.863.13oz • F 410.863.1308 • wwwLzMarchitects.com Page 1 of 1 Kevin Shearer From: Hilderbrand, Douglas [Douglas.Hilderbrand @kingcounty.gov] Sent: Wednesday, December 01, 2010 4:17 PM To: Kevin Shearer Subject: RE: 10.270 Picture People @ Southcenter Mall: Waste Discharge Permit Requirements (Permit #D10- 313) Mr. Shearer: Based on the information you submitted, this type of operation does not require a waste discharge permit or other discharge authorization from King County Industrial Waste. The important requirement is that the silver recovery unit meet King County's discharge limit of 3.0 mg /I. Most silver recovery units are designed to meet more stringent discharge standards than that. If you have any questions please let me know. From: Kevin Shearer [mailto:KShearer @12m.com] Sent: Wednesday, December 01, 2010 11:03 AM To: Hilderbrand, Douglas Cc: Brian Barno; dmcpherson @ci.tukwila.wa.us Subject: 10.270 Picture People @ Southcenter Mall: Waste Discharge Permit Requirements (Permit #D10 -313) Importance: High Mr. Hilderbrand, Per our phone conversation, I am forwarding you the equipment cut sheets for the photo printer (Model Noritsu #3202 - Pro -SM) to be utilized for the proposed Picture People tenant located at 111 Southcenter Mall. I have also attached a copy of the City of Tukwila building permit comments requesting our approval of a Waste Discharge Permit. Per our conversation, you indicated King County Water and Land Resources Industrial Waste Program would not require a review and grant such approval and I am therefore requesting confirmation that said approval is NOT required. Upon receipt of this confirmation, I will forward a copy of said email response, along with our permit review responses, onto Mr. David McPherson (plans reviewer for the City of Tukwila 206.431.2448) for his record. I have copied Mr. McPherson on this email as well for his information. Thank you again for your assistance and feel free to contact me if there are any additional questions. Respectfully, Kevin Shearer, AIA L2M Architecture 1 Interiors 1 Food Service Design 811 Cromwell Park Drive, Suite 113 Glen Burnie, Maryland 21061 o 410.863.1302 x117 1 f 410.863.1308 www.L2M.com INCOMPLETE LTR# tio 313 12/2/2010 ECEIVED DEC 0 6 2010 PERMIT CENTER • 1 Jim Haggerton, Mayor epartment of Commas 10/ Development Jack Pace, Director November 19, 2010 Brian Donovan 811 Cromwell Park Dr — Suite 113 Glen Burnie, MD 21061 RE: Incomplete Letter #1 Development Permit Application D10 -313 Picture People —111 Southcenter Mall Dear Mr. Donovan, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on November 17, 2010 is determined to be incomplete. Before your application can continue the plan review process the attached /following items from the following department(s) need(s) to be addressed: Public Works Department: David McPherson at 206 431 -2448 if you have any questions Concerning the attached comments. Please address the comment above 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. 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 the Permit Center at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician Enclosures File: D10 -313 WAPermit Center\Incomplete Letters\2010'D10 -313 Incomplete Ltr # 1.DOC 6300 Southcenter Boulevard, Suite #100 . Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 • 0 CITY OF TUKWILA PUBLIC WORKS DEPARTMENT / REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: November 18, 2010 PROJECT: Picture People 111 Southcenter Mall PERMIT NO: D10-313 PLAN REVIEWER: Contact David McPherson at (206) 431 -2448, if you have any questions /comments regarding the following comments. dmcpherson(a�ci.tukwila.wa.us 1. Please provide a completed King County Metro Non - Residential Sewer Use Certificate form, listing only the new plumbing fixture and not any existing or those being replaced -in -kind. (See enclosed form) 2. If any photo developing process is being proposed; then Contact King County Water and Land Resources Industrial Waste Program for a Waste Discharge Permit of approval. Provide a copy of the approval. 'ENT CM PLAN REVIEW /ROUTING SLIP 1 ACTIVITY NUMBER: D10 -313 DATE: 12 -21 -10 PROJECT NAME: PICTURE PEOPLE SITE ADDRESS: 111 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -23 -10 Complete Incomplete Not Applicable ❑ 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: 01 -20 -11 Approved ❑ Approved with Conditions Not Approved (attach comments) n 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 • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -313 DATE: 12 -06 -10 PROJECT NAME: PICTURE PEOPLE SITE ADDRESS: 111 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPARTMENTS: Building Division L__I AA) ublic VV6rks Fire Prevention Structural Planning Division ❑ Permit Coordinator I(J DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -07 -10 Complete Incomplete ❑ Not Applicable ❑ 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 REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 01-04-11 Not Approved (attach comments) I>< DATE: Permit Center Use Only CORRECTION LETTER MAILED: 11:-.\--1-1 /0 Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • • PE C1I)M COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -313 DATE: 11 -17 -10 PROJECT NAME: PICTURE PEOPLE SITE ADDRESS: 111 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Buildin Division e� oct Ilk— lic r s \ 4wc, t1- ��iOa- nnin PIA-- Ire Prevention g Structural ❑ Permit Coordinator 1.1 -18-0 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -18 -10 Complete ❑ Incomplete Not Applicable Comments: Permit Center Use Only ` INCOMPLETE LETTER MAILED: 1 ""ACTs-I 0 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg El Fire ❑ Ping ❑ P W Sta ff Initials: �� TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: F1 APPROVALS OR CORRECTIONS: DUE DATE: 12 -16 -10 Approved n Approved with Conditions n Not Approved (attach comments) n 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 • 1 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.tzikwila.wa.us Steve Lancaster, Director REVISION 'SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the snail, fax, etc. Date: la /20i/ D Plan Check/Permit Number: D10-313 ❑ Response to Incomplete Letter # ® Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Picture People Project Address: 111 Southcenter Mall Contact Person: rrc.rt 6arrtD Phone Number: _ WO 563_ d3GQ �Z?-- Summary of Revision: 4,0(0t6110,7 1141"107- Lc GIAR14 S RECEIVED PT MR Sheet Number(s): /, ku. wluK \ r'''t �• CA, l(u 1,6t41.v 7.5 "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)--)-1— (0 \applications \forms - applications on Imc\revision submittal Created: 8 -13 -2004 Revised: 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 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: / a/a //b Plan ChecWPermit Number: D10-313 • Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Picture People Project Address: 111 Southcenter Mall Contact Person: f e..xi IA 4 e,0 k_ ('-r Phone Number: L//l) 963 (3O ,? /17 Summary of Revision: RECEIVED DEC 06 2010 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of re 'sionn Received at the City of Tukwila Permit Center by: Er Entered in Permits Plus on \applications \forms - applications on Tine \revision submittal Created: 8 -13 -2004 Revised: kg King County Department of Natural Resources and Parks Wastewater Treatment Division D t 0 -e I 3 Non - Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type 14/25.4-fl‘ I � �`�c ri �t' ✓� - l.l, l �� � �czr��r: � c Property Street Address Property Tax ID # etc. City A i Bb State ZIP Owner's Name Party to be Billed (if different from owner) Subdivision Name Lot # City or Sewer District Subdiv. # Block # Date of Connection Building Name Side Sewer Permit # Please report any demolitions of pre - existing building on this property. ( ) Credit for a demolition may be given under some circumstances. Owner's Phone Number (with Area Code) Demolition of pre- existing building? ❑ Yes ❑ No ( ) Was building on Sanitary Sewer? ❑ Yes ❑ No Property Contact Phone Number (with Area Code) Owner's Mailing Address Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No (if applicable) A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower " 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 8 1 8 I al I 9, Sink, Clinic flushing Sink, kitchen 3 2 Sink, other (service) 3 1.5 9 • . -3 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 1 6- 6 Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units 1 1 Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE it Total No. of Fixture Units 20 — �� B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B RCE RCE DEC f 1;11 0 6 2010 rlERMIT CENTER Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of. the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of c•r.e to . data for determination of a revised capacity charge. Signature of Owner /Representative _ Date 1 ?- Zl I e Print Name of Owner /Representative KeWIA.) 5 � 1058 (Rev. (Rev. 9/07) White - Kino County Yellow - Local Sewer Aaencv Pink - Sewer Customer Contractors or Tradespeople Per Friendly Page Page 1 of 1 General /Specialty Contractor A business registered as a construction contractor with Lftl 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 N BUILDERS INC UBI No. 602056687 Phone 2063823443 Status Active Address 2601 4Th Ave Ste 350 License No. BNBUII*990K3 Suite /Apt. License Type Construction Contractor City Seattle Effective Date 5/23/2001 State WA Expiration Date 9/12/2011 Zip 98121 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company her Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status WESTESL913K1 WESTERN STATES LOGISTIX LLC Construction Contractor General Unused 5/8/2009 5/8/2011 Active BASTINB0000J BASTIAN NIELSEN BUILDERS INC Construction Contractor General Unused 9/11/2000 9/7/2001 Archived PURODSI984JN PURODI SYSTEMS INC Construction Contractor Plumbing Unused 6/19/2002 7/2/2010 Expired Business Owner Information Name Role Effective Date 1 Expiration Date BASTIAN, BRAD President https: // fortress .wa.gov /lni/bbip /Print.aspx 01/11/2011 9369 HaEGI JIM MYL.!POWAE 'STATE OF WASH rt4GTON SEPARATE PERMIT REQUIRED FOR: e Mechanical &Electrical OrPiumbing 13196as Piping City of Tukwila BLi, wiNG DIVISION REVISIONS No (*anges 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 PermR Na,,1t 10- 31; Plan review approval Is sueject to ram and enfeeble. p proval of construction documents does not authorize thc. t e;ation of any adopted code of ordinance. Receipt oS approved Field Copy and ; .;:; iacImowlsdged: REVIEWED FO CODECOMPLIANCE APDRf1VED JAN 06 2011 ttig City ofTukwila BUILDING DIVISION rt RESPONSIBILITY SCHEDULE NQ.I ; THE GENERAL CONTRACTOR SHALL VERIFY ALL ITEMS ON THIS SCHEDULE FOR ACCURACY PRIOR TO BEGINNING CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO ARCHITECT, TENANT AND LANDLORD. LL= LANDLORD T= TENANT / TENANT'S VENDOR GC= TENANT'S GENERAL CONTRACTOR DIVISION 01000 - GENERAL BUILDING PERMIT. AS : REQUIRED CLEAN -UP, FINAL CLEANING (3 CLEANINGS) GC GC 1) BEFORE FIXTURES ARRIVE, 2) AFTER FIXTURES HAVE BEEN SET, 3) THE NIGHT BEFORE OPENING DEMOLITION GC GC. OTHER PERMITS, FEES, INSURANCE TEMPORARY BARRICADES AND GRAPHICS TRASH REMOVAL AND DUMPSTERS DIVISION 02000 - SITE WORK NO WORK UNDER THIS SECTION DIVISION 03000 - CONCRETE CONCRETE SLAB CONCRETE SLAB "LEAVE OUT" INFILL CUTTING OF EXISTING SLAB /CORE DRILLING FLOOR PREPARATION DIVISION 04000 - MASONRY NO WORK UNDER THIS SECTION DIVISION 05000 - MISCELLANEOUS METALS STUDS / FRAMING & MISCELLANEOUS BRACING SOFFIT STUDS / FRAMING MOLDINGS, EXPANSION JOINTS. & TRANSITION STRIPS DEMISING WALL STUDS DIVISION 06000 WOOD AND PLASTICS BLOCKING GC GC GC GC GC GC GC GC GC GC GC GC GC GC GC GC • • INCLUDING ALL LOCAL PEST CONTROL REQUIREMENTS &' PERMITS. VERIFY LANDLORD REQUIREMENTS - NOT APPLICABLE- L2M 811 Cromwell Park Drive, Suite 113 Cromwell Business Park at BWI Glen Burnie, Maryland 21061 L2M®L2M.com Phone Fax 410.863.1302 410.863.1308 ARCHITECT OF RECORD: ONE 30 YARD DUMPSTER TO REMAIN THROUGH MERCHANDISING. AND REMOVED ONE DAY PRIOR TO STORE OPENING:' ROUGH CARPENTRY, FIRE RETARDANT LUMBER & PLYWD SURFACE MOUNTED FURRING STRIPS DIVISION 07000 THERMAL & MOISTURE PROTECTION ROOF PENETRATION WORK AS REQUIRED DIVISION 08000 - DOORS & WINDOWS INTERIDR DOORS, FRAMES, HARDWARE MIRRORS (FRAMED) STOREFRONT ALUMINUM FRAME AND GLAZING: STOREFRONT DOORS & HARDWARE GC GC GC GC I•I • BULKHEAD NEUTRAL PIERS. STOREFRONT BASE / HEADERS REAR SERVICE DOOR • • • -NOT APPLICABLE- SOFFIT EXISTING AT STOREFRONT (NON- COMBUSTIBLE) -NOT. APPLICABLE -NOT APPLICABLE GC TO ADD / REPLACE HARDWARE AS - NOT APPLICABLE- REPLACE WITH NEW LOCKS ONLY REQUIRED. 9869 ' REGIST -RED ARC} EDT JIMMY L. POWERS STATE OF WASHINGTON SYMBOLS LEGEND INDEX OF DRAWINGS REAR SERVICE DOOR "DETEX "'SYSTEM GC GC DIVISION 09000 FINISHES GYPSUM BOARD CEILING GC GC • PATCH WHERE REQUIRED GYPSUM BOARD DEMISING WALL GC GC PATCH WHERE REQUIRED GYPSUM, BOARD PARTITIONS GC GC GYPSUM BOARD COLUMN ENCLOSURES GC GC • PATCH WHERE REQUIRED GYPSUM BOARD SOFFITS AND BULKHEADS GC GC • BULKHEAD EXISTING AT STOREFRONT CEILING TILE AND GRID PAINTING, FINISHING GC GC REDUCER STRIPS, ADHESIVE, ETC. GC GC VINYL FLOORING (OFFICE & TOILET ROOM) GC GC VINYL BASE GC GC WOOD BASE GC GC CHAIR RAIL T GC TRANSITION STRIPS GC GC ENTRANCE TILE GC GC CARPET T GC DIVISION 10000 - SPECIALTIES EXTERIOR STOREFRONT SIGNAGE GC INTERIOR SIGNAGE T GC ACCESS PANELS TOILET ACCESSORIES TOILET ROOM MIRRORS, GRAB BARS & DOUBLE- PRONG COAT HOOK ACCESSIBILITY SIGNAGE GC GC GC GC GC GC SOAP, PAPER TOWEL, AND TOILET PAPER DISPENSERS, ETC. FIRE EXTINGUISHERS TENANT ADDRESS SIGNAGE GC GC GC GC GC GC PER MALL /BUILDING CRITERIA AND LOCAL CODES DIVISION 11000 - EQUIPMENT SERVICE DOOR, EGRESS DOOR, STOREFRONT, ETC. PHOTO PROCCESSOR /PRINTER 1 T 1 GO 1 DIVISION 12000 - FURNISHINGS CASH WRAP T GC POWER SUPPLY / TELEPHONE STUB -UP ETC. BY G.C. COAT HOOKS AND HARDWARE (PRINT ROOM) - NOT APPLICABLE - FURNITURE / FIXTURES T GC FIXTURES SUPPLIED BY FIXTURE COMPANY BENCHES T GC G.C. TO PROVIDE ELECTRIC & DATA PER PLANS STORAGE CABINET IN BATHROOM T GC PRINT ROOM COUNTER T GC PEDESTAL CABINETS T GC STANDARDS /BRACKETS /SHELVING SHELVING UNITS. GC GC GC GC MISCELLANEOUS STORE EQUIPMENT T GC STOCKROOM SHELVES ':& SURFACE MOUNTED STANDARDS GC GC G.C. RESPONSIBLE FOR . INSTALLING ALL HARDWARE, BLOCKING, SHELVES AND MISCELLANEOUS HARDWARE EYEWASH UNIT GC GC COORDINATE WITH VENDOR LADDER RACK /HOOK GC ` GC TO BE LEFT AT JOB SITE IN BACKROOM NEW 10' FIBERGLASS LADDER GC GO TO BE LEFT AT JOB SITE IN BACKROOM LOCKERS GC GC MUSLIN TRACKS T GC COORDINATE WITH VENDOR MUSLIN BACKDROPS /BRACKET T GC COORDINATE WITH VENDOR CURTAINS (CAMERA AND PRINT ROOM) BACKDROP GC GC GC COORDINATE WITH VENDOR PHOTOGRAPHER UMBRELLA COORDINATE. WITH VENDOR FOR INSTALLATION REQUIREMENETS HAIRLIGHT DIVISION 15000 - MECHANICAL ROOF WORK - AS REQUIRED HVAC UNIT(S) HVAC DISTRIBUTION, DUCTWORK DIFFUSERS DUCT (SMOKE) DETECTORS • COORDINATE WITH VENDOR FOR INSTALLATION REQUIREMENETS ABV AC ACOUS ACT ADJ AFC AFS AFF ALT ALUM APPROX ARCH BD BLK BLKG BM BOT BRG CAB CJ CLR CLG ao CMU co COL CONC CONST CONT CORR CPT CT DIA DIAG DIM DN DR DTL. DWG EA ELEV ELEC EMER Eq EQUIP EXIST EXT FD FE FEC FIN FIXT FLR FLUOR FR FRP FRT FS FT FURR GA. GALV GC GL GR GwB H HC HDWD HDWR HM HORIZ HR HT HVAC -ABOVE - AIR CONDITION(ING) - ACOUSTICAL - ACOUSTIC CEILING TILE - ADJACENT -ABOVE FINISH CEILING - ABOVE FINISHED SLAB - ABOVE FINISHED FLOOR - ALTERNATE -ALUMINUM - APPROXIMATE - ARCHITECTURAL - BOARD - BLOCK - BLOCKING - BEAM - BOTTOM - BEARING - CABINET - CONTROL JOINT - CLEAR - CEILING - CLOSET - CONCRETE MASONRY UNIT - CASED OPENING / CLEAN OUT - COLUMN - CONCRETE - CONSTRUCTION - CONTINUOUS - CORRIDOR - CARPET - CERAMIC TILE - DIAMETER - DIAGONAL - DIMENSION - DOWN - DOOR - DETAIL - DRAWING - EACH - EXTERIOR INSULATION and FINISH SYSTEM - ELEVATION - ELECTRIC - EMERGENCY - EQUAL - EQUIPMENT EXISTING - EXTERIOR - FLOOR DRAIN - FIRE EXTINGUISHER - FIRE EXTINGUISHER CABINET - FINISH - FIXTURE -FLOOR - FLUORESCENT - FRAME / FIRE RETARDANT - FIBERGLASS REINFORCED PLASTIC - FIRE RESISTANT TREATED -FLOOR SINK - FEET - FURRING - GAUGE - GALVANIZED - GENERAL CONTRACTOR - GLASS -GRADE - GYPSUM WALL BOARD -HIGH - HOLLOW CORE/ HANDICAPPED - HARDWOOD - HARDWARE -HOLLOW METAL -HORIZONTAL - HOUR - HEIGHT - HEATING, VENTILATION AND AIR CONDITIONING HW ID INSUL JAN JT KDHM LAM LAV LD LT LL MAT MAX MECH MIN MISC MO MRGB MID MIL NIC NO NTS 0/C OPNG OPP OH PAF PL PLAM PLYWD PNL PNT PTD PTN PVC R RA RAD REFR :. REINF REQ'D RM SC CHED SEC SHT SIM SQ SS Sn STD STOR STRUC SUSP SYM TEL TEMP TG THK TOM TYP UL UON VCT VERT VIF w WC WD WIN WO WHM WwF WWM -HOT WATER - INSIDE DIAMETER - INSULATION - JANITOR - JOINT - KNOCK DOWN HOLLOW METAL = LAMINATE - LAVATORY - LEASE DIMENSION -LIGHT - LANDLORD - MATERIAL - MAXIMUM - MECHANICAL - MINIMUM - MISCELLANEOUS - MASONRY OPENING - MOISTURE RESISTANT GYPSUM WALLBOARD - MOUNTED - METAL - NOT IN CONTRACT - NUMBER - NOT TO SCALE - ON CENTER - OPENING - OPPOSITE - OPPOSITE HAND - POWER ACTUATED FASTENER -PLATE - PLASTIC LAMINATE - PLYWOOD -PANEL -PAINT - PAINTED - PARTITION - POLYVINYL CHLORIDE -RISER - RETURN AIR - RADIUS - REFRIGERATOR - REINFORCE(D) - REQUIRED -ROOM - SOLID CORE - SCHEDULE - SECTION - SHEET -SIMILAR - SQUARE - STAINLESS STEEL -STEEL - STANDARD - STORAGE - STRUCTURAL - SUSPENDED - SYMMETRICAL - TELEPHONE - TEMPERED - TEMPERED GLASS -THICK - TOP OF MASONRY - TYPICAL UNDERWRITER'S LABORATORY - UNLESS OTHERWISE NOTED - VINYL COMPOSITION 11LE VERTICAL - VERIFY IN FIELD - WIDE - WATER CLOSET -WOOD - WINDOW - WINDOW OPENING - WELDED HOLLOW METAL - WELDED WIRE FABRIC - WELDED WIRE MESH DESIGN TEAM ARCHITECTURAL EXTERIOR ELEVATION: EXTERIOR ELEVATION NUMBER • ' SHEET WHERE ELEVATION OCCURS J INTERIOR ELEVATION: INTERIOR ELEVATION NUMBER. SHEET WHERE ELEVATION OCCURS WALL SECTION. WALL SECTION NUMBER SHEET WHERE ELEVATION OCCURS DETAIL BUBBLE: DETAIL NUMBER SHEET WHERE ELEVATION OCCURS VN DETAIL SECTION DETAIL NUMBER SHEET WHERE ELEVATION OCCURS SALES FLOOR 101 - 8'_O" KEY NOTE WALL / PARTITION TYPE CONSTRUCTION START POINT DOOR NUMBER TRANSITION STRIP/ THRESHOLD REVISION NUMBER SPACE NAME SPACE NUMBER FINISH / MATERIAL TYPE ELEVATION TARGET DOOR AND LOCATION PARTITION LEGEND CMU WALL G.W.B. ` PARTITION WALL /PARTITION TO BE DEMOLISHED EXISTING WALL / PARTITION PROJECT ADDRESS: THE PICTURE PEOPLE WESTFIELD SOUTHCENTER UNIT #728 111 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 LANDLORD: WESTFIELD, LLC 11601 WILSHIRE BOULEVARD 11TH FLOOR LOS ANGELES, CALIFORNIA 90025 TENANT COORDINATOR: DANYULE BRAKUS TELEPHONE: (206) 802 -6070 CLIENT /TENANT: THE PICTURE PEOPLE 1800 10TH STREET SUITE 300 PLANO, TX 75074 PICTURE PEOPLE DIRECTORY THE PICTURE PEOPLE CONTACT& PROJECT MANAGER: RON REXROAD PHONE: (972) 265 -7751 CELL: (469 ) 235-6532 1 RREXROADS@PICTUREPEOPLE.COM fjX1URE PACKAGE METRO STORE FIXTURES 10350 BROCKWOOD RD. DALLAS, TX 75238 PHONE: (214) 389 -1520 CONTACT: DAVID CHAFFIN PROJECT DESIGNER: L2M ARCHITECTS 811 CROMWELL PARK DRIVE, SUITE 113 GLEN BURNIE, MARYLAND 21061 PHONE: (410)863 -1302 FAX (410) 863-1308 PROJECT CONTACT: BRIAN DONOVAN 410 -863 -1302 EXT. 120 ARCHITECT OF RECORD: CONSULTANTS SAN ANTONIO, TEXAS MECHANICAL & ELECTRICAL ENGINEER: HAROLD HART & ASSOCIATES, INC. 4201 WEST GRAY STREET TAMPA, FL 33609 TELEPHONE: (813) 287 - 2719 spiv PACKAGE; AWNING & SIGN CONTRACTORS 110 NORTH PUBLIC SQUARE ANGOLA, INDIANA 46703 PHONE: 856- 294 -9008 CONTACT: RON ZUCCATO NORITSU BACKROOM PROCESSOR NORITSUE AMERICAN CORPORATION 8724 EASTON DRIVE PICKERINGTON, OH 43147 PHONE: 614- 563 -0565 FAX: 614- 833 -4497] CONTACT: MARK FAUST MFAUST@NORITSUE.GOM A- 000 A -001. PROJECT INFORMATION CODE & LIFE SAFETY PLAN A -002 NOTES AND PARTITION TYPES A- 100 A -101 DEMOLITION PLAN CONSTRUCTION PLAN A -102 REFLECTED CEILING PLAN & DETAILS A -103 FINISH PLAN,. SCHEDULE, & DETAILS A -104 FIXTURE PLAN & DETAILS A -201 STOREFRONT ELEVATION A -202 INTERIOR ELEVATIONS MECHANICAL M -101 MECHANICAL FLOOR PLAN M -201 MECHANICAL NOTES AND DETAILS PLUMBING THE PICTURE PEOPLE 1800.10TH STREET SUITE 300 PLANO, TX 75074 P -101 PLUMBING FLOOR PLAN ELECTRICAL E -101 LIGHTING PLAN, LUMINAIRE SCHEDULE E -201 E -301 POWER PLAN DATA PLAN E -401 SERVICE RISER, PANEL SCHEDULE, DETAILS E -501 LEGEND AND SPECIFICATIONS REV. # ISSUE 1 DESCRIPTION DATE PERMIT 11103/10 • GC. GC VICINITY MAP SMOKE EVACUATION SYSTEM EXHAUST FANS AND VENTING FIRE SPRINKLER MAIN - NOT APPLICABLE SPRINKLER SYSTEM MODIFICATIONS WATER AND SEWER STUB PLUMBING FIXTURES PLUMBING CONNECTIONS WATER HEATER GC GC SPRINKLER SUBCONTRACTOR TO MODIFY AS REQUIRED GC GC GC GC • GC • GC • NEW SERVICE SINK BY GC NEW CONNECTIONS TO SERVICE SINK BY GC NEW INSTA -HOT BY GC DIVISION 16000 - ELECTRICAL MAIN ELECTRICAL SERVICE NORDSTROM MACY'S S 154TH ST WESTFIELD SOUTHCENTER SHEET TITLE: WIRING, CIRCUITING, RECEPTACLES, SWITCHES ELECTRICAL PANELS /TRANSFORMER GC GC LIGHT FIXTURES AND LAMPING GC GC TELEPHONE CONNECTION AND WIRING OF CASH WRAP I GC GC SIGNAGE WIRING GC GC SPEAKERS FIRE ALARM (AND SMOKE DETECTOR) SYSTEM TELEPHONE / DATA SYSTEM SECURITY SYSTEMS METER SOCKET GC GC GC. GC GC GC GC GC • INCLUDING EMERGENCY LIGHTS & EXIT LIGHTS RELAMP EXISTING FIXTURES (CONDUIT AND PULL WIRES BY G.G.- COORDINATE W VENDOR CONDUIT AND PULL WIRES BY G.C. - COORDINATE W/ VENDOR ALL HOMERUNS TO MGR. DESK PROJECT INFORMATION ELECTRICAL SERVICE EQUIPMENT SEATTLE- TACOMA AIRPORT S 160TH ST TUKWILA PKWY • • VERIFY WITH PICTURE PEOPLE - TELECOMMUNICATIONS BAKER BLVD RESTROOMS JCPENNY STRANDER BLVD PICTURE PEOPLE SPACE 111 UNIT 728 DRAWING DATE: 08 OCT 10 DRAWN BY: RLS REVIEWED BY: JDM S 170TH ST PROJECT # 10.270 SEARS. SHEET # <WILA, WASHINGTO\ 12 11 10 2 SYMBOLS OF ACCESSIBILITY TOILET ROOM ACCESSIBILITY SIGNAGE: PICTOGRAM : FIELD AREA A MINIMUM OF 6". PICTOGRAM & FIELD SHALL HAVE A NON- GLARE FINISH AND FIELD COLOR SHALL BE CONTRASTING TO CHARACTERS. MOUNT ON WALL ADJACENT TO LATCH SIDE OF DOOR. MOUNT 60" FROM FINISHED FLOOR TO CENTER OF SIGN AND MAXIMUM OF 8" FROM EDGE OF DOOR FRAME TO EDGE OF SIGNAGE. UPPERCASE CHARACTERS: HELVETICA, RAISED 312", GRADE 2 BRAILLE. CHARACTERS AT LEAST i " IN HEIGHT BUT NO HIGHER THAN 2 ". EQUIVALENT VERBAL DESCRIPTIONS PLACED BELOW EACH PICTOGRAM. SIGNAGE COLOR & LETTER SIZE SHALL COMPLY W/ LOCAL CODE AND ACCESSIBLE REQUIREMENTS. G.C. TO VERIFY W/ LOCAL JURISDICTION IF STAINLESS STEEL SINGS ARE AN ACCEPTABLE ALTERNATIVE. IF SO, GC TO PROVIDE STAINLESS STEEL SIGNAGE SIMILAR TO WHAT IS NOTED. 5' -O" A.F.F." 6" MINIMUM " 8" MAXIMUM FROM EDGE OF SIGN TO EDGE OR DOOR FRAME TYPE A: TOILET ROOM WALL MOUNTED SIGN 5' =0" A.F.F. LETTERS TO BE 1" HIGH ON CONTRASTING BACKGROUND W/ BRAILLE TYPE B: EXIT TACTILE SIGNAGE - AS REQUIRED (THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED LETTERS TO BE 1" HIGH ON CONTRASTING BACKGROUND TYPE C: SIGNAGE AS REQUIRED JURISDICTIONAL CONTACTS CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD SUITE #100 TUKWILA, WASHINGTON : 98188 PHONE: (206) 431 -3670 CODE INFORMATION & LIFE SAFETY PLAN LEGEND DOOR ,' 36" ■ EXPT"4 MAX'*' -STAIR /DOOR - EXPECTED LOAD —MAX. LOAD EXIT WIDTH PROVIDED EGRESS LOADS MARKER USE GROUP., ZTOTAL OCCUPANCY FLOOR OCCUPANCY BY USE GROUP PLUMBING FIXTURE COUNT TABLE 7.21.1 OCCUPANCY ` CLASSIFICATION TOTAL OCCUPANT LOAD FIRE RESISTANT RATING LEGEND IM M 1/2 HR. WALL 1 HR. WALL 2 HR. WALL 3 HR. WALL 58 *A CENTRALLY LOCATED FACILITY ACCESSIBLE TO SEVERAL STORES IS AVAILABLE WITHIN 500 FEET OF THE TENANT SPACE. 2A- 1013C FIRE EXTINGUISHER PER CODE M I2 OFFICE: G.S.F. = 369 L-J ADJACENT TENANT: MERCANTILE EXISTING TENANT SEPARATION WALL DOOR 12 36" 180 L ►f OCCUPANCY LOAD CALCULATION BY SPACE USE SECTION 1004 M MERCANTILE TOTAL SQUARE FOOTAGE TOTAL BUILDING OCCUPANTS M MERCANTILE - 1,751 GSF 30 GSF PER OCCUPANT T TOTAL OCCUPANT LOAD EGRESS SECTION 1005 EGRESS WIDTH TABLE 1005.1 EGRESS WIDTH PER OCCUPANT SERVED' STAIR OTHER 58 OCC x 0.2 " /OCC SECTION 1007.3 ACCESSIBLE. MEANS OF EGRESS EXIT STAIRWAYS SECTION 1009 STAIR WIDTH SECTION 1010 RAMP WIDTH SECTION 1014 SECTION 1016. EXIT .ACCESS COMMON PATH OF EGRESS TRAVEL MINIMUM EGRESS WIDTH EXIT ACCESS TRAVEL DISTANCE TABLE 1016.1 EXIT ACCESS TRAVEL DISTANCE M USE GROUP SECTION 1017.2 CORRIDOR WIDTH SECTION 1017.3 DEAD END CORRIDOR SECTION 1019. NUMBER OF EXITS REQUIRED NUMBER OF EXITS PROVIDED 2009 IBC MEANS OF EGRESS ILLUMINATION 1006.4 Performance of system. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot - candle and a minimum of any point of 0.1 foot - candle measured along the path egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot - candle at the end of the emergency lighting time d prof 40 to 1 shall not be exceeded. TOTAL uniformity ration EXISTING TENANT SEPARATION WALL. 1.0 1,751 = 58 OCCUPANTS - 58 OCCUPANTS 0.2 0.2 11.6" MIN WIDTH N /A. N/A N/A 75' MAX. 36" MIN. 200' MAX. 44" MIN. 20' MAX 2 ADJACENT TENANT: MERCANTILE APPLICABLE CODES BUILDING MECHANICAL ELECTRICAL PLUMBING ENERGY FIRE/LIFE SAFETY ACCESSIBILITY 2009 INTERNATIONAL BUILDING CODE WASHINGTON ADMINISTRATIVE CODE CHAPTER 51 -50 2009 INTERNATIONAL MECHANICAL CODE WASHINGTON ADMINISTRATIVE CODE CHAPTER 51 -51. 2006 NATIONAL ELECTRICAL CODE WASHINGTON ADMINISTRATIVE COD E 296 -76b 2009 WASHINGTON UNIFORM PLUMBING CODE N ADMINISTRATIVE CODE CHAPTER 51-56 2009 WASHINGTON STATE ENERGY CODE WASHINGTON ADMINISTRATIVE CODE CHAPTER 51 -11 2009 INTERNATIONAL FIRE CODE - WASHINGTON ADMINISTRATIVE CODE CHAPTER 51 -54 2004 ADA 'ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES GENERAL EXISTING BUILDING DATA (APPLIED TO ENTIRE BUILDING) SECTION 302 SECTION 508 SECTION 602 SECTION 903 SECTION 907 BUILDING USE AND OCCUPANCY GROUP COVERED MALL MIXED USE AND OCCUPANCY MIXED OCCUPANCIES (508.3) NONSEPARATED OCCUPANCIES (508.3.2) TYPE OF CONSTRUCTION SPRINKLER. SYSTEM FIRE ALARM AND DETECTION SYSTEM N/A N/A IIB YES YES PROPOSED TENANT SPACE DATA (APPLIED TO TENANT SPACE ONLY) SECTION 302 TABLE 503 SECTION 508.2 SECTION 508.3.1 TABLE 803.5 TENANT SPACE USE AND OCCUPANCY GROUP EXISTING USE PROPOSED USE ALLOWABLE HEIGHT AND : BUILDING AREAS TENANT IMPROVEMENT AREA INCIDENTAL USE AREAS ACCESSORY OCCUPANCY INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY EXIT PASSAGEWAYS AND EXIT ENCLOSURES CORRIDORS ROOMS AND ENCLOSED SPACES BUILDING FIRE RESISTANCE RATINGS SECTION 707.4 SECTION 1020.1 SECTION 1021.1 SHAFT ENCLOSURES EXIT ENCLOSURES EXIT PASSAGEWAYS SECTION 706 FIRE BARRIERS SECTION 708 FIRE PARTITIONS SECTION 402.7.2 WALLS SEPARATING TENANT SPACES IN COVERED MALL BUILDINGS 1 HOUR MERCANTILE (M) MERCANTILE (M) EXISTING 1,751 SF N/A NO M - MERCANTILE B C REQ'D N/A PROVIDED N/A N/A REQ'D PROVIDED 1 HOUR TABLE 1017.1 CORRIDOR FIRE RESISTANCE RATING SECTION 707.14.1 EXIT PASSAGEWAYS m 1 0 SEE DETAIL FOR SIGNAGE TYPE "D" dr R t 0 0 1 SALES FLOOR G.S.F. = 1 382 44" WIDE EGRESS PATH d M.C510AT O R;NVEL DISTANC@L 67 DIAGONAL: 66 FT (1/3 = 22 FT) t EEi MFIMpqg f: CODE & LIFE SAFETY PLAN 1 /4" = 1' -0" SEE DETAIL FOR SIGNAGE TYPE "B" EXISTING TENANT SEPARATION WALL EXISTING MALL SERVICE CORRIDOR N/A N/A DOOR 4G 72" 360 MALL CONCOURSE NOTES NOTES EXISTING REVIEWED FOR tECOMPLIANCE APP tWFD JAN 0 6 2011 CityofTukwila BUILDING DIVISION RECEIVED NOV 17 201U PERMIT CENTER L2M 811 Cromwell Park Drive, Suite 113 Cromwell Business Park at BWI Glen Burnie, Maryland 21061 L2M @L2M.com Phone Fax 410.863.1302 410.863.1308 ARCHITECT OF RECORD: Istalleb U 9869 REG STERED A HITECT JIMMY L. POWERS STATE OF WASHINGTON THE PICTURE PEOPLE 1800 10TH STREET SUITE 300 PLANO, TX 75074 A-4 U • womi REV. # ISSUE 1 DESCRIPTION DATE PERMIT 11103/10 SHEET TITLE: CODE & LIFE SAFETY PLAN DRAWING DATE: 08 OCT 10 DRAWN BY: RLS REVIEWED BY: JDM PROJECT # 10.270 SHEET # A -001 FILE NAME: 10.270 - A001 .dwg 12 10 0 TYPICAL WALL THROUGH CEILING PARTITION KEY NOTES 41,0 • FIRE CAULK TO DECK ST U DS TO UNDERSIDE OF EXIST. DECK TYPICAL PARTITION DETAILS 4 EXIST NG DEMISING PARTITION G.C. TO FIRE -STOP DEMISING PARTITION AS REQUIRED STUDS TO UNDERSIDE OF EXIST. DECK OR DIAGONAL METAL BRACES TO EXIST. STRUCTURE DRYWALL TO 6" ABOVE FINISH CEILING CEILING MATERIAL AS SPECIFIED WALL ANGLE FULL SOUND BATT INSULATION 3 -5/8" METAL STUDS UNLESS NOTED OTHERWISE 1 1/2" (MIN.) SOUND BATT INSULATION m • m 6 4t• m • 1 1/2" METAL FURRING CHANNELS © 24" 0/C 5/8" THICK DRYWALL, FINISH W/PAINT 5/8" THICK DRYWALL ® EACH SIDE, FINISH WITH PAINT EXISTING PARTITION 5/8" GYPSUM BOARD (TYPE X FROM FINISHED FLOOR TO UNDERSIDE OF METAL DECK ON 6" METAL STUDS FOR ONE HOUR RATING -UL #U465, FINISH 1N/PAINT EXISTING CONCRETE TILT WALL BASE (SEE FINISH SCHEDULE) FINISH FLOOR SEE FINISH SCHEDULE) 6" METAL STUDS AT 16" O/C 1. ALL CONDITIONS DESCRIBED IN GENERAL NOTES SHALL BE INCLUDED IN BID. 26., GENERAL CONTRACTOR IS REQUIRED TO VISIT THE SITE PRIOR TO CONSTRUCTION AND NOTIFY THE ARCHITECT AND OWNER IMMEDIATELY OF ANY CONDITIONS WHICH MAY CONFLICT WITH THE PROPOSED DESIGN. 2. THE BID, AND ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL LOCAL AND STATE BUILDING CODES, ORDINANCES & BUILDING INSPECTIONS. APPLICABLE REQUIREMENTS SHALL BE ENFORCED BY THE CONTRACTORS AT ALL TIMES. 3. GENERAL CONTRACTOR AND ALL SUB - CONTRACTORS SHALL PROVIDE EVIDENCE OF WORKMAN'S COMPENSATION UPON SUBMITTING BID. UPON AWARD OF CONTRACT, CONTRACTOR SHALL SHOW EVIDENCE THAT THE TENANT IS NAMED AS AN ADDITIONAL INSURED: 4. BY SUBMITTING A BID, CONTRACTOR ASSERTS THAT S /HE IS FAMILIAR WITH THE SITE, ALL EXISTING CONDITIONS, AND THE TENANT HANDBOOK (IF ANY). 5. JOB SITE IS TO BE KEPT CLEAN DURING CONSTRUCTION. CONTRACTOR SHALL PERIODICALLY AND PROMPTLY REMOVE ALL DEBRIS FROM SITE AT THEIR EXPENSE IN A LEGAL. MANNER. 6. CONTRACTOR SHALL VERIFY BUILDING DEPARTMENT PROCEDURE FOR OBTAINING ALL PERMITS PRIOR TO SUBMITTING BIDS. CONTRACTOR SHALL PAY FOR ALL NECESSARY PERMITS AND / OR FEES REQUIRED BY PUBLIC AUTHORITIES AND / OR UTILITY COMPANIES AND PAY ALL TEMPORARY POWER COSTS. ANY TIE -IN OR INSPECTION FEES TO BE INCLUDED IN BID. CONTRACTOR TO VERIFY IF WATER OR OTHER METERS ARE REQUIRED BY LANDLORD, OR UTILITY, AND ARE INCLUDED IN BID. 7. ALL WORK SHOWN ON THESE DRAWINGS IS TO BE PERFORMED BY THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE. 8. CONTRACTOR SHALL USE ONLY EXPERIENCED CRAFTSMEN SKILLED IN THE DUTIES WHICH THEY ARE TO PERFORM ON THIS PROJECT. 9. GENERAL CONTRACTOR SHALL COORDINATE CONSTRUCTION SCHEDULE WITH LANDLORD'S SITE REPRESENTATIVE: 10. DURING CONSTRUCTION, CONTRACTOR SHALL PROVIDE AND MAINTAIN FIRE EXTINGUISHERS AS REQUIRED BY THE LOCAL FIRE DEPARTMENT FIELD INSPECTOR. LOCATION OF EXISTING /PERMANENT FIRE EXTINGUISHERS AS DIRECTED BY FIRE MARSHALL. 11. WHERE NEW CONSTRUCTI ON IS TO BE SUSPENDED E DED FROM THE XISTIN E G STRUCTURE, CONTRACTOR SHA LL FIRST VERIFY THE EXISTING STRUCTURE HAS THE CAPACITY TO SUPPORT SUCH NEW ASSEMBLIES. 'REPORT INADEQUATE STRUCTURE TO ARCHITECT PRIOR TO INSTALLING SUSPENDED WORK. 12... ANY Y ROOF PENETRATIONS SHALL BE APPROVED IN W WRITING BY THE. LANDLORD. IN THE VENT THE ELANDLORD- REQUIRES THE PENETRATIONS TO BE MADE BY THE LANDLORD'S CONTRACTOR, THE GENERAL CONTRACTOR SHALL BEAR SUCH EXPENSE UNLESS OTHERWISE AGREED TO IN WRITING. 13. GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN TELEPHONE SERVICE AT THE JOB SITE THROUGHOUT CONSTRUCTION PERIOD. TELEPHONE SHALL BE ORDERED WHEN CONTRACT IS SIGNED. PROVIDE WITH CALL WAITING AND FACSIMILE CAPABILITIES. 14. GENERAL CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION BARRICADES LOCAL AUTHORITIES OR AS NECESSARY FOR PEDESTRIAN SAFETY. 15. ALL SPRINKLER WORK MODIFICATIONS SHALL BE COORDINATED WITH ALL OTHER TRADES ON SITE CONTRACTOR IS RESPONSIBLE FOR ALL SPRINKLER WORK ENGINEERING AND HYDRAULIC CALCULATIONS FOR ALL UPGRADES AND MODIFICATIONS, INCLUDING ALL RISERS AND HEADS:: ALL SPRINKLER WORK SHALL ACCOMMODATE TENANT IMPROVEMENTS PER APPROVED CONSTRUCTION DRAWINGS AND SPECIFICATIONS. 16. GENERAL CONTRACTOR SHALL COORDINATE THE RETURN OF ALL SURPLUS REP. INSTRUCTIONS. AND/OR CANOPIES AS REQUIRED EQ RED BY THE PROVIDED MATERIALS, PER TENANT 17. ABSOLUTELY NO ASBESTOS OR ASBESTOS CONTAINING MATERIALS (ACM) SHALL BE USED IN THE CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL NOTIFY ARCHITECT OF MATERIALS SUSPECTED TO BE A.C.M. 18. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO RECEIVE AND INVENTORY A. SUPPLIED CONSTRUCTION ITEMS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROVISION AND PROTECTION OF ALL MATERIALS AND FIXTURES ON THE JOB SITE CONTRACTOR SHALL ACCOUNT FOR ALL MATERIALS SHIPPED TO JOB SITE IF ANY MATERIALS ARRIVE ON JOB SITE DAMAGED CONTRACTOR SHALL NOTE ON BILL OF LADING AND NOTIFY CARRIER OFFICE THAT THEY NEED TO INSPECT DAMAGE. FAILURE TO DO SO SHALL HOLD GENERAL CONTRACTOR RESPONSIBLE. 19. GENERAL CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT & ANY LOCAL ACCESSIBILITY CODES. WHEN IN CONFLICT, THE, MORE STRINGENT OF THE TWO STANDARDS SHALL GOVERN. ALL ITEMS TO BE INCLUDED IN BID PRICE. 20. INSTALL ALL WORK WITH APPROVED FASTENERS, AS REQUIRED TO HOLD WORK SECURE, LEVEL, PLUMB AND TRUE TO LINE. FASTENERS TO BE SET BELOW THE FINISHED SURFACES, FILL HOLES WITH WOOD PUTTY OR OTHER APPROVED MATERIAL, SAND FLUSH WITH THE SURFACE SO AS TO BE UNDETECTABLE IN THE FINISH. BLIND NAIL WHENEVER POSSIBLE. ROUND ALL EXPOSED EDGES OF ASSEMBLIES TO 1/8" RADIUS. 21. WOOD PRODUCTS AND FINISHES SHALL MEET FLAME SPREAD AND SMOKE GENERATION REGULATIONS. 22. ALL CONDITIONS AND DIMENSIONS ARE TO BE VERIFIED IN THE FIELD. 23. ALL NOTES, DIMENSIONS AND FINISHES ARE SUBJECT TO APPROVAL OF TENANT REPRESENTATIVE. 24. INTERIOR FINISH OF STORE TO HAVE A FLAME SPREAD RATING OF 25 OR LESS. 25. POST A "NO SMOKING" SIGN IN WORKROOM. 27. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO FIND OUT IF THE PROJECT IS UNION OR NON - UNION. THE BID SUBMITTED WILL BE FINAL AND WILL NOT BE ADJUSTED. 28. CONTRACTOR SHALL PROVIDE ALL FLOOR LEVELING, PATCHING, AND REMEDIAL REPAIRS AS REASONABLY REQUIRED BY THE SCOPE OF WORK. "REPAIRS" INCLUDE, BUT ARE NOT LIMITED. TO, WORK REQUIRED TO PROVIDE A SMOOTH AND EVEN TRANSITION BETWEEN NEW AND EXISTING SPACES, AND TO PREPARE EXISTING SURFACES FOR NEW FINISHES. 29. PROVIDE AND / OR MAINTAIN FIRE RATED ASSEMBLIES WHERE SHOWN, OR REQUIRED. 30. GENERAL CONTRACTOR SHALL VERIFY WITH LANDLORD REQUIREMENTS TO TIE INTO MALL /BUILDING FIRE ALARM SYSTEM (SMOKE EVACUATION SYSTEM IF REQUIRED) AND DETERMINE WHO IS TO FURNISH ALL REQUIRED EQUIPMENT, ALL CONTRACTOR COSTS ARE TO BE COVERED IN BID. 31. GENERAL CONTRACTOR IS RESPONSIBLE TO PROVIDE AND INSTALL ANY AND ALL ACCESS PANELS AS REQUIRED. 32. ALL EXPOSED WOODWORK TO RECEIVE PAINT FINISH SHALL BE SANDED SMOOTH PRIOR TO FINISHING WITH SAND PAPER NO COARSER THAN NUMBER 80. FILL OPEN JOINTS AND SAND SMOOTH AND FLUSH. 33. PROVIDE ALL NECESSARY SHIMS AND FILLERS. CONCEAL ALL FASTENERS UNLESS OTHERWISE NOTED. 34. ALL EXISTING STRUCTURAL AND BUILDING FIRE PROTECTION SHALL BE PROTECTED. GENERAL CONTRACTOR TO REPORT ANY DAMAGED OR TO TENANT` AND LANDLORD PRIOR TO STARTING WORK. _ ALL STRUCTURAL ITEMS NOT SHOWN ARE TO REMAIN. 35. ALL EXISTING MALL /BUILDING UTILITIES SHALL BE PROTECTED. REPAIR AND /OR REPLACEMENT OF ALL ACTIVE UTILITIES DAMAGED DURING DEMOLITION, OR CONSTRUCTION WILL BE AT THE GENERAL CONTRACTORS EXPENSE. SURVEY THE PROJECT PRIOR TO DEMOLITION. REPORT EXISTING DAMAGE TO TENANT NA T AND.' LANDLORD PRIOR TO STARTING THE WORK. 36. GENERAL CONTRACTOR TO VERIFY & COORDINATE EXTENT OF SLAB CUT AND TRENCHING FOR NEW PLUMBING AND ELECTRICAL WITH NE W PROJECT OJ ECT REQUIREMENTS. SAWCUT AND/ OR CORE AND REMOVE CONCRETE SLAB AS REQUIRED FOR INSTALLATION OF ELECTRIC AND PLUMBING. COMPACT SUB -GRADE AND FILL FLUSH TO EXISTING SURFACE. PROVIDE SMOOTH, LEVEL, STEEL TRAWLED SURFACE TO RECEIVE. NEW FINISHES COORDINATE WITH LANDLORD FOR SLAB CORING / ACCESS TO TENANT SPACE BELOW. 37. GENERAL CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES WITHIN 8" OF NEW CEILING ELEVATION, AND COORDINATE ALL REQUIRED MODIFICATIONS TO THE EXISTING OR NEW MECHANICAL OR ELECTRICAL SYSTEM TO AVOID CONFLICT WITH THE NEW TENANT REQUIREMENTS. 38.INSTALL FIRE RATED BLOCKING/PLYWOOD IN AREAS REQUIRING SHELVING, HANG RODS AND MULTIPLE CLOTHING HOOKS. ALL PLYWOOD/ WOOD BLOCKING TO BE FIRE RESISTANT TREATED WOOD. 39.GENERAL CONTRACTOR TO REMOVE DISPOSE OF ALL BOXES CRATES / TRASH OF TENANT SUPPLIED AND INSTALLED ITEMS, INCLUDING DISPLAY FIXTURES / HARDWARE. 40.PROVIDE WEEKLY PHOTOS ROLL OF 24 (DOUBLE PRINTS) OF INTERIOR, EXTERIOR AND ROOF. 41.WITHIN THREE DAYS OF CONSTRUCTION START - PROVIDE THE FOLLOWING TO STORE PROJECT COORDINATOR, A. REQUEST FOR DATES ON SITE OF A. THE PICTURE PEOPLE SUPPLIED ITEMS: * LIGHT FIXTURES * FLOORING WOOD FIXTURES (14 DAYS PRIOR TO FINAL INSPECTION) AND * TRIM (21 DAYS PRIOR TO FINAL INSPECTION)' 42.WITHIN 5 DAYS PROVIDE NAMES AND PHONE NUMBERS OF UTILITY COMPANIES AND METER NUMBERS FOR GAS AND ELECTRIC TO STORE PROJECT COORDINATOR. 43.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION BETWEEN SUB - CONTRACTORS, SUPPLIERS, AND VENDORS BASED ON THE ENTIRE SET OF THESE DOCUMENTS.. NO ADDITIONAL COMPENSATION WILL BE DUE TO A CONTRACTOR FOR ANY ISS LIES AS A RESULT OF. ANY USE OF AN INCOMPLETE SET OF CONSTRUCTION DOCUMENTS. IN . CASE OF INCONSISTENCIES, OR DISCREPANCIES, BETWEEN CONTRACT DOCUMENTS, DRAWINGS, SPECIFICATIONS; CONTRACTS, ETC., THE MOST STRINGENT NOTE OR CONDITION SHALL APPLY. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY, IN WRITING, OF SUCH DISCREPANCIES. 44.THE GENERAL CONTRACTOR IS RESPONSIBLE PO SIBL MAINTAINING FOR INING A CURRENT SET OF E CONSTRUCTION DRAWINGS ON SITE DURING CONSTRUCTION. : THE CONTRACTOR SHALL INDICATE ON THESE DRAWINGS ALL APPROVED CHANGES TO THE WORK, THIS SET OF DRAWINGS SHALL BE TURNED OVER TO THE OWNER /CLIENT WHEN THE PROJECT IS COMPLETE. 45.IF ANY ERRORS, DISCREPANCIES OR OMISSIONS APPEAR ON THESE DRAWINGS, SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IN WRITING. 46.THESE CONSTRUCTION DOCUMENTS ARE NOT TO BE SCALED. SHOULD IT BE DETERMINED A DIMENSION IS NOT SPECIFICALLY PROVIDED, CONTACT THE ARCHITECT. 47.THESE DRAWINGS ARE NOT TO BE ALTERED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT. FLOOR FINISH: 1. LAMINATED PLANK FLOORING "AUTHENTIC MAPLE" # 3000060 WALL FINISH: 1. 5/8" TYPE 'X' GYPSUM BOARD CEILING FINISH: 1. 24" X 48 "X 3/4" ARMSTRONG "CORTEGA", #2758" SCORED CEILING TILE WANGLED TEGULARE EDGE, W/15/16 PRELUDE SYSTEM GRID, COLOR WHITE 2. 24" X 48 X 3/4" CEILING TILE "ARMSTRONG" ARMSTRONG "CORTEGA ", #780 W /TEGULARE EDGE, W/15/16" PRELUDE SYSTEM GRID, COLOR WHITE 3. 5/8" TYPE 'X' GYPSUM BOARD OTHERS: 1. MUSLIN: KANVASTEX 100% COTTON FLAME SPREAD RATINGS: 1. FIRE BEHAVIOR ASTM E 648 (CRITICAL RADIANT FLUX) TYPE 1, ASTM E 662 (SMOKE DENSITY) FLAMING AND NON. FLAMING <450 MEETS NFPA CLASS 1 FLAME SPREAD RATINGS: 1. GENERICALLY. FIRE RESISTANT WALLBOARDS ARE DESIGNATED AS TYPE 'X' FLAME SPREAD RATINGS: 1. CLASS A FLAME. SPREAD 25 OR UNDER (UL LABLED) PER ASTM E 1264 2. CLASS A FLAME SPREAD 25 OR UNDER (UL LABLED) PER ASTM E 1264 3. GENERICALLY. FIRE RESISTANT WALLBOARDS ARE DESIGNATED AS TYPE 'X' FLAME SPREAD RATINGS: 1. MEETS NFPA CLASS 1 MATERIAL (NORMAL FLAMMABILITY) 1. DOORS WITHIN THE PATH OF TRAVEL FOR HANDICAPPED TO BE OPERABLE WITH A SINGLE EFFORT BY LEVER, PANIC BAR, OR PUSH / PULL HARDWARE. 2. EXIT DOORS TO BE OPERABLE FROM THE INSIDE WITHOUT USE OF ANY KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT: INSIDE FACE TO BE THUMB TURN, OUTSIDE FACE KEYED. 3. DOOR CLOSURES TO BE ADJUSTED TO PROVIDE FOR A MAXIMUM EFFORT TO OPERATE OF 5 LBS.`AT FIRE DOOR USE MINIMUM FORCE ACCEPTABLE BY FIRE MARSHALL 4. BOTH SIDES OF DOOR SHALL BE FINISHED THE SAME UNLESS OTHERWISE NOTED, 5. UNLESS OTHER WISE NOTED, DOORS NOT LOCATED BY DIMENSION SHALL BE CENTERED ON THE WALL OR LOCATED 4 "_ FROM WALL TO EDGE OF DOOR BUCK. 6. ALL EXITS SHALL BE PROVIDED WITH SELF ILLUMINATED EXIT SIGNS HAVING 6" LETTERS WITH 3/4" STROKES IN CONTRASTING LETTERS. 7. NO DEAD BOLTS ARE TO BE USED ON EXIT DOORS. NOTE THE FOLLOWING WITH REGARDS TO EXIT DOORS: A. DOORS AND GRILLS ARE TO BE OPERABLE FROM THE INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT WHEN THE SPACE IS OCCUPIED. - B. PROVIDE DURABLE SIGN ABOVE DOORS READING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS ". LETTERS TO BE BLACK, 1" HIGH ON CONTRASTING BACKGROUND, IF REQUIRED BY CODE. 8. NO THRESHOLDS ARE TO BE GREATER THAN 1/2" IN HEIGHT. ALL THRESHOLDS IN EXCESS OF 1/4" IN HEIGHT TO HAVE BEVELED EDGES WITH A RATIO OF 1:2. 9. LOCK CORES: PROVIDED BY TENANT INSTALLED BY TENANT.` 10. ALL LEVER TYPE HARDWARE TO BE MOUNTED AT 40" A.F.F. AND OPERABLE WITH A FORCE OF 8.5 LBS. FOR EXTERIOR DOORS AND 5 LBS. FOR INTERIOR DOORS. 11.GENERAL CONTRACTOR TO INSTALL` UPWARD COILING MANUAL GRILLE, WITH BLACK ANODIZED BOTTOM BAR AND SIDE GUIDES AS MANUFACTURED BY METRO DOOR, DYNAFLAIR OR EQUAL: DOOR SHALL HAVE "U-CHANGE" CYLINDERS ON ALL SECURITY LOCKS AND KEY STATIONS, IF APPLICABLE. 12.WHEN REQUIRED, REPLACE EXISTING HARDWARE, INCLUDING LOCK SETS AND CLOSURES AS REQUIRED TO MEET APPLICABLE HANDICAPPED ACCESSIBILITY REGULATIONS. 13. GC TO PROVIDE CONSTRUCTION CORES DURING CONSTRUCTION. 14. GC TO PROVIDE REMOVABLE FALCON 7 PIN BRUSHED CHROME LOCK CYINDERS IN ALL DESIGNATED EXIT DOOR LOCKS. GC TO TO RETROFIT LOCK CYIJNDER TO ACCOMMODATE FALCON 7 PIN CYLINDER. 15. HARDWARE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROPER HARDWARE INCLUDING BACKSETS, STRIKES, ETC. CAUTION: H.M. DOORS TAKE LARGER STRIKES THAN SOLID CORE DOORS 5/8" GYP. BD. EACH SIDE METAL STUD FRAMING HOLLOW METAL DOOR FRAME JAMB ANCHORS WELD TO FRAME 3 PER JAMB, 2 PER HEAD SMOKE SEAL (FOR RATED DOOR ONLY) PROVIDE SILL ANCHOR DOOR UNDERCUT AT CARPET 3/8" AT HARD SURFACE 5 /8.IJ )5/8" c4 JAMB (HEAD SIM.) o a L B. 1 SILL A -DOOR HEAD /JAMB /CURTAIN PARTITION PER SCHEDULE 1.(s,4- 3l3 REVIEWED FOR CODE COMPLIANCE APDE ED JAN 062011 City of Tukwila BUILDING DIVISION FRECEIVED NOV 17 2010 PERMIT CENTER L2M 811 Cromwell Park Drive, Suite 113 Cromwell Business Park at BWI Glen Burnie, Maryland 21061 L2M @L2M.com Phone Fax 410.863.1302 410.863.1308 ARCHITECT OF RECORD: R 1181 CONSULTAlIIB Mal Ilmert 11 hip am 1004111 9869 REv.ISTEREO nI CHITECT JIMMY L. POWERS STATE OF WASHINGTON THE PICTURE PEOPLE 1800 10TH STREET SUITE 300 PLANO, TX 75074 r2,1 5 ?�I J J Q Z viJ ,,, w i ;-.4.1 w Q N owl 2 . , . . ve; _ 4 i < 1-- --' CI) 0 rz-i F- REV. # ISSUE I DESCRIPTION DATE PERMIT 11103110 SHEET TITLE: SCHEDULES AND NOTES DRAWING DATE: 08 OCT 10 DRAWN BY: RLS REVIEWED BY: JDM PROJECT # 10.270 SHEET # A -002 FILE NAME: 10.270 - A002 .dwg ti• CONTRACTOR SHALL COORDINATE WITH MALL MANAGER AND COMPLY WITH MALL REQUIREMENTS RELATED TO DEMOLITION AND DISPOSAL OF CONSTRUCTION RELATED DEBRIS. 2, CONTRACTOR SHALL REMOVE ALL ABANDONED ELECTRICAL AND MECHANICAL MATERIALS, DEVICES, PIPES, CONDUITS, ETC: FROM PREMISES INCLUDING AREA ABOVE CEILING AND CONNECTION POINTS. 3. DEMOLISH AND REMOVE ALL EXISTING MERCHANDISING AND MILLWORK FIXTURES INCLUDING SHELVING, WOOD PANELING, WING WALLS, CORNER BOXES, MIRRORS, ETC., THROUGHOUT ENTIRE LEASED AREA U.O.N.. 4. DEMOLISH AND REMOVE EXISTING SPLIT HVAC SYSTEM INCLUDING UNITS, DUCTWORK DISTRIBUTION, DIFFUSERS / RETURNS AND ALL ASSOCIATED MOUNTING HARDWARE. S. REFER TO FOR MECHANICAL AND ELECTRICAL DRAWINGS FOR SCOPE OF WORK. 6. PROTECT ANY REUSED OR EXISTING EQUIPMENT FROM DAMAGE. 7. DEMOLISH AND REMOVE ALL EXISTING FLOOR FINISHES THROUGHOUT ENTIRE LEASED AREA. 211 L2M 811 Cromwell Park Drive, Suite 113 Cromwell Business Park at BWI Glen Burnie, Maryland 21061 L2M 0PL2M.com Phone Fax 410.863.1302 410.863.1308 ARCHITECT OF RECORD: 9869 • RECT STERED. Af CHITECT JIMMY L. POWERS STATE OF WASHINGTON DEMOLISH AND REMOVE EXISTING BUILD OUT INCLUDING ALL CERAMIC WALL TILE EXISTING ELECTRICAL PANEL AND WIREWAY TO REMAIN. SEE ELECTRICAL DRAWINGS EXISTING NEUTRAL PIER CONDITION TO REMAIN, PROTECT FROM DAMAGE, TYPICAL OF 2 DEMOLISH AND REMOVE EXISTING SLATWALL FROM FLOOR TO CEILING THROUGHOUT ENTIRE LEASED AREA EXISTING TOILET ROOM TO REMAIN DEMOLISH AND REMOVE EXISTING SLATWALL FROM FLOOR TO CEILING THROUGHOUT ENTIRE LEASED AREA THE PICTURE PEOPLE 1800 10TH STREET SUITE 300 PLANO, TX 75074 (I) r••4 Z 0 iZ �I W Q N w� ;1-4 0 o 0 EXISTING COLUMN ENCLOSURES TO REMAIN, PROTECT FROM DAMAGE, TYPICAL OF 3 DEMOLISH AND REMOVE 1 EXISTING NON— BEARING I PARTITION, INCLUDING ALL I SLATWALL COVERING I ICI REV. # ISSUE 1 DESCRIPTION DATE PERMIT 11103110 DEMOLISH AND REMOVE EXISTING NON - BEARING PARTITION, INCLUDING DOOR AND FRAME DEMOLISH AND REMOVE EXISTING SLATWALL FROM FLOOR TO CEILING THROUGHOUT ENTIRE LEASED AREA DEMOLISH AND REMOVE EXISTING CARPET. PATCH AND LEVEL SLAB AS REQUIRED FOR INSTALLATION OF NEW FINISHES DEMOLISH AND REMOVE EXISTING CERAMIC TILE FLOORING. PATCH AND LEVEL SLAB AS REQUIRED FOR INSTALLATION OF NEW FINISHES DEMOLISH AND REMOVE EXISTING CASHWRAP INCLUDING ALL ASSOCIATED ELECTRICAL / DATA / TELEPHONE DEVICES. REMOVE EXISTING CONDUIT AND WIRING TO SOURCE. PATCH ANF REPAIR SLAB AS REQUIRED EXISTING STOREFRONT GLAZING SYSTEM AND ENTRY TO REMAIN, PROTECT FROM DAMAGE DEMOLISH AND REMOVE EXISTING SLATWALL FROM FLOOR TO CEILING THROUGHOUT ENTIRE LEASED AREA REVIEWED FOR CODE COMPLIANCE ADPQf VF f 1( JAN 062J11 City of Tukwila BUILDING DIVISION SHEET TITLE: DEMOLITION PLAN DRAWING DATE: 08 OCT 10 BY: REVIEWED BY: LS JDM PROJECT # 10.270 DRAWN R DEMOLISH AND REMOVE EXISTING BUILD OUT, INCLUDING ALL CERAMIC WALL TILE DEMOLITION FLOOR PLAN SCALE: 1/4 " =1' -0" SHEET # A -100 FILE NAME: 10.270 - A -100 .dwg SALES CURTAIN ROD AND BRACKETTS AT DOORWAYS TYP: SUPPLIED BY MFG. AND INSTALLED BY GC. SEE ELEVATIONS FOR MOUNTING HT. PAINTED METAL KNOCK DOWN DOOR CASING (WHERE APPLICABLE @ CASED DOOR OPENINGS) 5/8" GYP. BD (TYP.) WALL BASE BELOW JAMB &CURTAIN ROD DETAIL SCALE: 3 " =1' -0" NEW 2' -0" x 3' -0" HIGH 3/4" PLYWOOD PHONE BOARD PAINTED ( SEE INTERIOR ELEVATIONS FOR LOCATION.) ELECTRICAL SERVICE / EQUIPMENT -SEE ELECTRICAL DRAWINGS FOR SCOPE OF WORK TAG 0 DOOR FRAME DETAILS ASSEMBLY LEAFS WIDTH HEIGHT THK. ELEV. MATERIAL FINISH ELEV. MATERIAL FINISH HEAD JAMB SILL HDW.SET RATING REMARKS 101 10' -0" ETR ETR EXISTING PAIR OF ENTRY DOORS TO REMAIN 102 3' -0" 1 3/4 ". ETR PAINT ETR PAINT EXISTING DOOR TO REMAIN, SEE SCHEDULE FOR PAINT 103 3, -0" 7-0" 1 3/4" ETR PAINT ETR PAINT DOOR SCHEDULE NOTES REFERENCE BUILDING FLOOR PLAN FOR DOOR SWING. EXIT DOORS TO BE OPERABLE FROM THE INSIDE WITHOUT USE OF ANY KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. INSIDE FACE TO BE THUMBTURN, OUTSIDE FACE KEYED.. DOOR CLOSURES TO BE ADJUSTED TO PROVIDE FOR MAXIMUM EFFORT TO OPERATE OF 5 LBS. AT FIRE DOOR USE MINIMUM FORCE ACCEPTABLE BY FIRE MARSHALL. DOOR SCHEDULE ABBREVIATIONS MTL METAL ALUM ALUMINUM GLA GLASS PC PARTIAL CORE AAF CLEAR ANODIZED ALUMINUM FINISH EXISTING DOOR & FRAME TO REMAIN, NEW HARDWARE SET, NEW KICK PLATE AND PEEP HOLE HMC WD SWC PF ETR HOLLOW METAL CORE WOOD SOLID WOOD CORE PRE FINISHED EXISTING TO REMAIN DOOR TYPE ELEVATIONS STANDARD CHANGING ROOM LOCK SET SET #1 QTY AND ITEM: (1) 1/2" PR BUTTS (1) LOCKSET (3) SILENCERS (1) DOOR STOP (1) KICKPLATE (1) CLOSER (1) DOOR HOLDER SPECIFICATION: FBB179, .41 /2"X4 1 /2 ", US26D D4OS, ATHENS 626 GJ -64 #436, B26D #8400, 10 "X34, B260 #1461,AL #455, SATIN STAINLESS STL MANUFACTURE: STANLEY SCHLAGE GLYNN JOHNSON IVES IVES LCN W/ THRU BOLTS IVES EXIT. DOOR LOCK SET SET QTY AND ITEM: (2) SILENCERS (1)1/2 "PR BUTTS (1) DETEX LOCK (1) SMOKE SEAL (1) DOOR STOP (1) KICKPLATE (1) CLOSER (1) VIEWER (1) RIM CYLINDER (1) PRY PLATE #2 SPECIFICATION: GJ -64 FBB179, 4 1/2" x 4 1/2", US26D ECL 230D EXIT CONTROL LOCK. S88 #436, B26D. #8400, 10 "X34 ", B26D #1461,AL U700B26D, C@60 "AFF (1- E72X),US26D LG1 -US26D NO DOOR HARDWARE ON EXTERIOR FACE OF REAR DOOR MANUFACTURE: GLYNN JOHNSON STANLEY DETEX PEMKO IVES IVES LCN - W/ THRU BOLTS IVES FALCON IVES G 1' -1" LEASE DIMENSION 12' -7" EXISTING 7' -4" EXISTING 2' -4 NEW SERVICE SINK - SEE PLUMBING DRAWING OFFICE 107 EXISTING TOILET ROOM 1OG 0 CONSTRUCTION PLAN SCALE: 1/4"=1'-0" SIM. STUDIO #3 105 24' -8" STUDIO #2 104 • SALES - AREA I0I ALL EXISTING DEMISING WALLS THROUGHOUT THE ENTIRE LEASED AREA SHALL BE LAMINATED WITH 1/4" GYPSUM WALL BOARD FROM FLOOR TO 6" ABOVE CEILING,' TYPICAL 103 4' -0" (4f STUDIO #1 102 5' -0" THE GENERAL CONTRACTOR SHALL CUT /CORE/TRENCH EXISTING FLOOR SLAB AS REQUIRED TO INSTALL NEW ELECTRICAL CONDUITS AS PERMITTED COORDINATED WITH MALL OPERATIONS DEPARTMENT. ` VERIFY AND COORDINATE EXTENT OF SLAB CUTS/TRENCHING WITH PROJECT REQUIREMENTS. REPAIR SLAB AS NECESSARY TO RECEIVE NEW FINISHES. LANDLORD- APPROVAL MUST BE OBTAINED PRIOR TO ANY CUTTING. LEASE DIMENSION TARGET AREA FOR ELECTRICAL STUB UP (APPROXIMATELY =1.2" x 1 2"), COORDINATE WITH ELECTRICAL DRAWINGS AND CASHWRAP FIXTURES. REVIEWED FOR CODE COMPLIANCE 1 poriAVED JAN '0 6 2011 City of Tukwila BUILDING DIVISION RECEIVED NOV 17:2010 PERMIT CENTER L2M 811 Cromwell Park Drive, Suite 113 Cromwell Business Park at BWI Glen Burnie, Maryland 21061 L2M®L2M.com Phone 410.863.1302 Fax 410.863.1308 ARCHITECT OF RECORD: R w aRIBULTRIN p_ MM1m' MP 9869 Om Nob. 1R ' i 1ii1 t ' J I1 K L. P'caWE'R STATE F Wui'IINOtoN THE PICTURE PEOPLE 180010TH STREET SUITE 300 PLANO, TX 75074 r—� Z 19. o st Z (1) Lij (f) N W� ;Emil w' j J .� O P-4 REV. # ISSUE/DESCRIPTION DATE PERMIT 11/03/10 SHEET TITLE: CONSTRUCTION PLAN DRAWING DATE: 08 OCT 10 DRAWN BY: RLS REVIEWED BY: JDM PROJECT # 10.270 SHEET A -101 FILE NAME: 10.270 A101 .dwg 12 10 0-0" AFF 9' -G" AFF C -2 I I I l l I l y l II II 1.11 III II 1,1 1. 111 1.1 111L i ii , IIIIJI 11 1191. II II 11 11 11111'11 III ❑IIIl IRII IIII!I IIIIYII I4 I IIIIl IP I.I 1111�I II uIt1: ACOUSTICAL CEILING TILE MTL. BACKDROP MTG. BRACKET W/ (6) 2" x 5/1 6" LAG SCREWS SUPPLIED AND INSTALLED BY L TENANT 71 (2) LAYERS 3/4" FIRE RETARDANT PLYWOOD SCREWED INTO STUDS. / - GC TO PROVIDE APPROPRITE BLOCKING FOR SUPPORT TO HOLD 300 LBS. EACH SIDE, (GOO LBS. TOTAL) EXISTING DEMISING WALL OR NEW STUD WALL, SEE PLANS FOR CONDITION. ROOLERS FOR BACKDROPS BLOCKING TO BE BEHIND DRYWALL BRACKET @ STUDIO BACKDROP MTG. @ I I' -O" A.F.F.— GRID START POINT (CENTER GRID IN THE WIDTH OF SPACE) SCALE: 1"=11-0" G' -O" 6' -6" 4' -0" TYPICAL \ .\ 11-6" 23" I' -7" TYPICAL TYPICAL STUDIO ROOM LAYOUT. 2' -0" SCALE: 1/4 " =1' -0 LIGHT LOCATED IN CENTER OF CEILING TILE 2' -0" ' -0" 11 -0 11 -0" I' -0" SPRINKLER HEAD LOCATED IN CENTER OF CEILING TILE WHITE CONCEALED SPRINKLER HEADS TO BE CENTERED WITHIN 24" X 24" PANEL OF CEILING TILE. DO NOT PLACE SPRINKLER HEADS WITHIN 1 2" OF TRACK. Al LOCATION DETAIL SCALE: NONE T -BAR SYSTEM GENERAL CONTRACTOR TO, PROVIDE 23 7/8 "x237/8" x 3/4" FIRE TREATED PLYWOOD ABOVE MUSLIN TRACK FOR SUPPORT. - i ;IIII1IIII11iIIIII!! IIIIIIIIIIIIIlii ACOUSTICAL CEILING TILES MUSLIN TRACK ATTACHED TO WOOD BLKG. W /FLAT HEAD SCREWS #8" O.C. TYP. THROUGH DRAPE TRACK INSTALLER TO USE EXTENDED DRILL BIT WHEN ATTACHING MUSLIN TRACK TO AVOID DAMAGE LOCATE SPRINKLER HEADS ON BOTH SIDES OF TRACK MUSLIN TRACK BLOCKING ■ PROCESSING UNIT BELOW, SEE MECHANICAL FOR HVAC REQ. C -2 @ 9' -6" A.F.F. SCALE: 3 " =1' -0" 3''7". 1' -4" 1' -1" f EQ. 2' -0" EQ. C -3 @ 81 -0" A.F.F.' C -2 @ 9' -G" A.F.F. c - TAG El SALES AREA CEILING. PRODUCT SPECIFICATION 24" X ;48 "X. 3/4" ARMSTRONG "CORTEGA ", #2767" SCORED CEILING TILE W /ANGLED TEGULARE EDGE SALES AREA CEILING GRID: ARMSTRONG TILE: ARMSTRONG 15/16" GRID, COLOR WHITE SALES FLOOR, CAMERA ROOMS AND CHANGING ROOM FIRE RESIST /FLAME SPREAD CLASS A (UL) SUPPORT WIRES MUST BE CONNECTED TO UNDERSIDE OF DECK. GRID: ARMSTRONG 24" X 48 X 3/4" CEILING TILE "ARMSTRONG" ARMSTRONG "CORTEGA #780 W /TEGULARE EDGE BACKROOM FIRE RESIST / FLAME SPREAD CLASS A (UL) SUPPORT WIRES MUST BE CONNECTED TO UNDERSIDE OF DECK. 5/8" TYPE 'X' G.W.B. ON 3 -5/8" X 20 GA METAL STUD FRAMING © 16" 0.C. BRACED TO ROOF STRUCTURE ABOVE SYMBOL. DESCRIPTION PHOTOGRAPHER UMBRELLA LIGHT. 3/4" FIRE TREATED PLYWOOD OVER CLG. TILE SUPPLIED & INSTALLED SPRINKLER NOTES ALL SPRINKLER WORK MODIFICATIONS SHALL BE COORDINATED WITH ALL OTHER TRADES ON SITE. CONTRACTOR IS RESPONSIBLE FOR ALL SPRINKLER WORK, ENGINEERING AND HYDRAULIC CALCULATIONS FOR ALL UPGRADES AND MODIFICATIONS, INCLUDING ALL RISERS AND HEADS. ALL SPRINKLER WORK SHALL ACCOMMODATE TENANT IMPROVEMENTS PER APPROVED CONSTRUCTION DRAWINGS AND SPECIFICATIONS, GENERAL CONTRACTOR SHALL CONTRACT WITH THE LANDLORDS APPROVED FIRE SPRINKLER SUBCONTRACTOR. THE SUBCONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR SEPARATE SUBMITTAL TO THE CITY FOR REVIEW AND APPROVAL. @ 8' -0" A.F.F. C- 1 @ I I'0" A.F.F. 0 GRID 5' -0" 2' -0" E L— . J 1 7 1 I T 1 11 11 11. 11 = II 11 26' -0' 1 4' -9" 241 -0 EXISTING GYPSUM BOARD BULKHEAD TO REMAIN@ 14' -0" A.F.F. GC TO PATCH AND REPAIR AS REQUIRED. EXISTING GYPSUM BOARD BULKHEAD TO REMAIN@ + 15' -6" A.F.F. GC TO PATCH AND REPAIR AS REQUIRED. Q 0 CEILING HEADER @ 10' -0" A.F.F. ' CONSTRUCTED WITH 5/8" TYPE X GYPSUM WALL BOARD, BOTH SIDES OVER 3 5/8" METAL STUD FRAMING ANCHORED TO STRUCTURE ABOVE a O m I- n II = II EQUAL r EQUA f 1' D L 1 1 C -3 @ I 0' -O" A.F.F. PROVIDE AND INSTALL 24" X 24" ACCESS PANEL IN HEADER ABOVE ACT CEILING FOR SIGN ACCESS. J 0 REFLECTED CEILING PLAN SCALE: 1/4 " =1' -0 GRID START POINT (CENTER TILE IN THE WIDTH OF SPACE) REVIEWED FOFI N� COMPLIANCE . APaa�nvF JAN 06 2Ull aglofTi�cwila N�.DING DIVISION RECEIVED NOV 17 2010 PERMITCENTER L2M 811 Cromwell Park Drive, Suite 113 Cromwell Business Park at BWI Glen Burnie, Maryland 21061 L2M ®L2M.com Phone Fax 410.863.1302 410.863.1308 ARCHITECT OF RECORD: IMF ©O1180LTM I8 •1$ an Moog 0869 RE ISTERED ArCHITECT JIMMY L. POWERS STATE OE WASHINGTON THE PICTURE PEOPLE 180010TH STREET SUITE 300 PLANO, TX 75074 REV. # ISSUE l DESCRIPTION DATE. PERMIT 11103110 SHEET TITLE: REFLECTED CEILING PLAN DRAWING DATE: 08 OCT 10 DRAWN BY:. RLS REVIEWED BY: JDM PROJECT # 10.270 SHEET # A -102 FILE NAME: 10.270 - A102 .dwg CARPET 4 TRANSITION STRIP: NATIONAL GUARD #4 17, ALUMINUM. VINYL COMPOSITION TILL QR WOOD PLANKS- SEE PLAN 0•1111111111111111 111 4 'el a.., Q 4 4 4 . .d . 4 4 . Q a ,4 4 CARPET /. VCT TRANSITION DETAIL SCALE: NONE TRANSITION STRIP: SCHLUTER SCHIENE AE 100 "L" MOLD TRANSITION STRIP VINYL COMPOSITION TILE OR WOOD PLANKS - SEE PLAN • . 1 '. 4 4 D6 CARPETNCT TRANSITION DETAIL SCALE: NONE 3/4" WOOD CHAIRRAIL 8.0. OF CHAIRRAIL 36" ABOVE BASE --4 PAINTED GYP. 5D. SEE FINISHES SHEET roe4 3/4" WOOD BASE FINISHED FLOORING SEE FLOOR CONSTRUCTION FOR ACTUAL CONDITION SECTION @SALES WALL DETAIL EXISTING THRESHOLD TO REMAIN SCALE: NONE ALL SIDES OF COLUMN ENCLOSURE SHALL RECEIVE PT -1 WB -2 FINISHES PLAN SCALE: 1/4"=1'-0" TAG El F -1 LAMINATED WOOD FLOORING ESTATE PLUS WILSON ART FLOORING PATTERN: AUTHENTIC MAPLE PLANKS SIZE: 46.45" LONG X 7.70" WIDE 03.30 THICK CAMERA • STUDIOS F -2 F- 3 WB -1 WB -2 VINYL COMPOSITION TILE CARPET WOOD BASE RUBBER BASE ARMSTRONG SHAW FIXTURE MANUFACTURER JOHNSONITE STYLE: STANDARD EXCELON COLOR: 51839 FORTRESS WHITE STYLE: 54132 STAGE COACH COLOR: FRONTIER STYLE: 54132 STAGE COACH COLOR: FRONTIER SALES AREA,, AND CHANGING ROOM CAMERA STUDIOS, SALES FLOOR AND CHANGING ROOM BACKROOM ONLY PT -1 PT -2 PT -3 PAINT PAINT PAINT, DULUX DULUX DULUX COLOR: WHITE WING # A0128 50GY 83/010 COLOR: AUTUMN HAZE (EGGSHELL) #A0864 - 45YY 67/120 COLOR: MONTANA TAN (SEMI GLOSS) #A0866 44YY 41 /152 CAMERA STUDIOS AND BACKROOM SALES. AREA WALLS SALES AREA WALLS AND CHANGING ROOM CR -1 WOOD CHAIR RAIL FIXTURE MANUFACTURER CAMERA STUDIOS AND SALES AREA CT -1 FABRIC CURTAIN WIND RELATED STYLE: BLACK CURTAIN DUVETYN FABRIC CAMERA STUDIOS AND OFFICE, CASED OPENING AREAS GENERAL NOTES. I ) ALL VINYL COMPOSITION TILE SHALL BE CLEANED, SEALED AND WAXED DY GENERAL CONTRACTOR PRIOR TO TURNOVER. OFFICE 107 F -2 W5 -2 _xISTING TOILET ROOM PT-1 0 106 F -2 W5 =2 ALL SIDES OF COLUMN ENCLOSURE SHALL RECEIVE PT -2 W8 -1 SALES AREA 101 F -3 WD- I ALL SIDES OF COLUMN ENCLOSURE SHALL RECEIVE PT -2 WB -I F -1 WB -I STUDIO #3 105 u_ 0 0 G STUDIO #2 104 103 DIRECTION OF PLANKS STUDIO # I 102 F -I WB -I PROVIDE AND INSTALL LANDLORD APPROVED FLUSH FLOORING TRANSITION AT LINE OF CLOSURE E 3 3 PROVIDE AND INSTALL NEW MALL STANDARD FLOOR TILE TO FACE OF EXISTING STOREFRONT AND LINE OF CLOSURE REVIEWED FOR CODE COMPLIANCE APDAVED JAN 062011 City afTukwila BUILDING DIVISION I� IVIS O. RECEIVED NOV 17 2010 PERMIT CENTER A L2M 811 Cromwell Park Drive, Suite 113 Cromwell Business Park at BWI Glen Burnie, Maryland 21061 L2M @L2M.com Phone Fax 410.863.1302 410.863.1308 • ARCHITECT OF RECORD: RE CONSULTANTS --- lirpri Ihdp 9869 RE A' ,ISTERED CHITECT JIMMY L. POWERS STATE OF WASHINGTON THE PICTURE PEOPLE 1800 10TH STREET SUITE 300 PLANO, TX 75074 z irj 0 (i) � Z r14 I-U (f) N W� =a wE I- -I C) 0 REV. # ISSUE 1 DESCRIPTION DATE PERMIT 11/03/10 SHEET TITLE: FINISH PLAN, SCHEDULE & DETAILS DRAWING DATE: 08 OCT 10 DRAWN BY: RLS REVIEWED BY: JDM PROJECT # 10.270 SHEET # A -103 FILE NAME: 10.270 - A -103 .dwg 12 11 10 3' -0" FABRIC CURTAIN: 7' -O" X 3' -6" MATERIAL: BLACK DUVETYN ROD LENGTH: 4' -0" CURTAIN TYPE CURTAIN TYPE 3' -6" FABRIC CURTAIN: 7' -0" X 3' -6" MATERIAL: BLACK DUVETYN ROD LENGTH 4' -6" CURTAIN TYPE HANGERS FABRIC CURTAIN: I O' -0" X 1 01-0" MATERIAL: BLACK DUVETYN WITH FLAME RETARDANT. MUSLIN TRACK SECTIONS: COLOR -ULTRA CUBE WHITE, HEAVY DUTY WITH HANGERS 5' -0" `II FABRIC CURTAIN: 7' -0" X 5' -0" MATERIAL: BLACK DUVETYN ROD LENGTH: 6' -0" CURTAIN TYPE ' -0" CURTAIN TYPE HANGERS FABRIC CURTAIN: O' -0" X 1 1 ' -0" MATERIAL: BLACK DUVETYN WITH FLAME RETARDANT MUSLIN TRACK SECTIONS: COLOR -ULTRA CUBE WHITE, HEAVY DUTY UVITH HANGERS' GENERAL NOTES I ) ALL FIXTURES TO BE SUPPLIED BY FIXTURE MANUFACTURER AND INSTALLED BY GENERAL CONTRACTOR PER MANUFACTURER'S INSTALLATION GUIDELINES AND REQUIREMENTS. SEE ELEVATIONS AND ALL DETAIL SHEETS FOR ADDITIONAL REQUIREMENTS. 2) FIXTURE MANUFACTURER TO PROVIDE CLEATS FOR THE BACKROOM COUNTER IN AREAS WHERE NO PEDESTAL CABINETS SUPPORT THE COUNTER. I1' -I FIXTURE PLAN SCALE: 1/4"=1'-0" 0 OFFICE 107 0 w0 EXISTING TOILET ROOM 106 STUDIO #3 105 1 1' -0" x 12' -5" 4' -1" 7" BS #2. SELL STATION #2 w 6z SALES AREA 0 I01 MERCH. STUDIO #2 104 I' -0" x 12' -5 "' CLOSET 103 4' -0" x 1 1 ' -0" 1 5" X 48" SHELVING SEE ELEVATIONS FOR QTY. 4' -1 7� BS #I 108" x 30" BACKWRAP ELL - STATION # I STUDIO #1 102 1 I' -0" x 15' -0 9' -O" CUSTOM CASH WRAP SUPPLIED BY FIX.' MAN: D l0- 3l3 REVIEWED FOR CODE COMPLIANCE AP... ROVED. JAN 0 6 2011 City of Tukwila BUILDING DIVISION RECEIVED NOV 17 2010 PERMIT CENTER L2M 811 Cromwell Park Drive, Suite 113 Cromwell Business Park at BWI Glen Burnie, Maryland 21061 L2M @L2M.com Phone 410.863.1302 Fax 410.863.1308 ARCHITECT OF RECORD: R w maws r..r.01 •11.IP ismitoos ,\\A' 9869 'RE ,i'ST ', ":D CINITE(:T JIM.MY•L.POWERS STATE OFW\SIIINGTON THE PICTURE PEOPLE 1800 10TH STREET SUITE 300 PLANO, TX 75074 REV. # ISSUE/DESCRIPTION DATE PERMIT 11/03/10 SHEET TITLE: FIXTURE PLAN & DETAILS DRAWING DATE: 08 OCT 10 DRAWN BY: RLS RENEWED BY: JDM PROJECT # 10.270 SHEET # A -104 FILE NAME: 10.270 - A -104 .dwg • SIGNAGE BEYOND MOUNTED ON FACE OF GYPSUM` BOARD HEADER. SIGN MANUFACTURER SHALL SUBMIT SHOP DRAWINGS FOR LANDLORD APPROVAL AND OBTAIN PERMIT FROM JOVERNING JURISDICTION G' -2" 28' -8" LEASE DIMENSION' STOREFRONT ELEVATION SCALE: 1/2 " =1' -0" l0� 313 EXISTING MALL BULKHEAD CONDITION TO REMAIN EXISTING NEUTRAL CONDITION AND FINISHES TO REMAIN EXISTING STOREFRONT GLAZING AND ENTRY DOORS TO REMAIN REVIEWED FOR CODE COMPLIANCE APDDflVFD JAN 062011 City of Tukwila BUILDING DIVISION RECEIVED NOV 17 2010 PERMIT CENTER L2M 811 Cromwell Park Drive, Suite 113 Cromwell Business Park at BWI Glen Burnie, Maryland 21061 L2M @L2M.com Phone Fax 410.863.1302 410.863.1308. ARCHITECT OF RECORD: ) ' COSMO mid impind sue 11. Mill% It r; #SSE SEC) FI'iIFEi✓lf JIP :IP,1Y•L;'hOWER STATE O(WASI 11fUG70N • THE PICTURE PEOPLE 1800 10TH STREET SUITE 300 PLANO, TX 75074 Z rZ- 711 FC2 O^� § Z P�1 Lll Q $10-4 Q 0 N W� �I r .REV. # ISSUE 1 DESCRIPTION DATE PERMIT 11103/10 SHEET TITLE: STOREFRONT ELEVATION DRAWING DATE: 08 OCT 10 DRAWN BY: RLS REVIEWED BY: JDM PROJECT # 10.270 SHEET # A 201 FILE NAME: 10.270 A -201 .dwg • L2M 811 Cromwell Park Drive, Suite 113 Cromwell Business Park at BWI Glen Burnie, Maryland 21061 L2M @L2M.com Phone Fax 410.863.1302 410.863.1308 ARCHITECT OF RECORD: Hi CONSULTANTS M61 11imprit • W elo hark. It SCALE: 1 /4 " =l' -0" CLOSET CLOSET SCALE: 1/4"=V E SCALE: 1/4 " =1' -0" 9869 REGI ARC lil`i EcT JIMMY L. POWERS STATE OF WASHINGTON EXISTING ELECTRICAL PANEL PATCH PANEL AND TEL. BRD LINE OF BULKHEAD SHOWN. DASHED FOR CLARITY THE PICTURE PEOPLE 1800 10TH STREET SUITE 300 PLANO, TX 75074 SERVER SCALE: 1/4 " =1' -0 SCALE: 1/4"=1 (1) •••1 Z C14 -I J 0 2 Z ar) P.0 (1) w ;■1 HD C.) • rimi (1) D REV. # ISSUE/DESCRIPTION DATE CAMERA ROOM SCALE: 1/4"=V- SCALE 1/4 " =l' -0" SCALE: 1/4' EXISTING MALL BULKHEAD TO REMAIN EXISTING MALL BULKHEAD TO REMAIN SHEET TITLE: INTERIOR ELEVATIONS DRAWING DATE: 08 OCT 10 DRAWN BY: RLS REVIEWED BY: JDM PROJECT # 10.270 EXISTING STOREFORNT GLAZING SYSTEM EXISTING STOREFORNT GLAZING SYSTEM SHEET # A -202 FILE NAME: 10.270 A -202 .dwg PACKAGED ROOF TOP UNIT SCHEDULE MECHANICAL LEGEND — SYMBOL DESCRIPTION FINISH NOMINAL TONNAGE NEW DUCTWORK, PIPING, OR EQUIPMENT 4. S.F. CD SUPPLY AIR CFM 2,000 FLEXIBLE DUCT T1TUS TDC- AA ►�� CFM SUPPLY OR OUTSIDE AIR DUCT SECTION 9X9 12X12 15X15 18X18 50 TO 150 151 TO 500 501 TO 650 651 TO 1,000 EXT. STATIC PRESSURE RETURN OR EXHAUST DUCT SECTION 0. BAK. WHT. ENAMEL 60 FAN SPEED (BELT DRIVE) DUCTWORK TRANSITION 1,008 �MN i 1 'jT MANUAL AIR VOLUME CONTROL DAMPER 80 850 FILTER TYPE SUPPLY AIR DEVICE. CLEAR TRIANGLE SIDES INDICATE `-' I 115/1 REV. # POWER AIR FLOW PATTERN 208/3 TOTALS 308 TOTAL COOLING CAPACITY RETURN, TRANSFER OR EXHAUST AIR DEVICE 62,300 —1F-- - UNDERCUT DOOR 3/4" BTUH ® - MECHANICAL NOTE — NUMBER ENT. AIR TEMP. (DB /WB) S 75.7/62.8 SMOKE DETECTOR CD 'F /'F CEIUNG DIFFUSER RGC RETURN GRILLE AT CEIUNG — R1U ROOF TOP UNIT SHEET 111LE: MECHANICAL FLOOR PLAN TGC TRANSFER GRILLE AT CEILING PACKAGED ROOF TOP UNIT SCHEDULE EQUIPMENT DESIGNATION — RTU -1 MATERIAL FINISH NOMINAL TONNAGE TONS 5.0 S.F. CD SUPPLY AIR CFM 2,000 OBD T1TUS TDC- AA OUTSIDE AIR CFM 310 9X9 12X12 15X15 18X18 50 TO 150 151 TO 500 501 TO 650 651 TO 1,000 EXT. STATIC PRESSURE IN. H2O 0.60 BAK. WHT. ENAMEL 60 FAN SPEED (BELT DRIVE) RPM 1,008 - -- - -- EVAP. MOTOR MAXIMUM B.H.P. 1.0 80 850 FILTER TYPE — 2 " -30% 115/1 REV. # POWER VOLTS /PH. 208/3 TOTALS 308 TOTAL COOLING CAPACITY BTUH 62,300 MANUFACTURER - SENSIBLE COOLING CAPACITY BTUH 48,100 - SP —B150 ENT. AIR TEMP. (DB /WB) 'F /'F 75.7/62.8 O0 LVG. AIR TEMP. (DB /WB) 'F /'F 56/55 EER /SEER ® ARI CONDITIONS — 13.0/ — SHEET 111LE: MECHANICAL FLOOR PLAN AMBIENT TEMPERATURE 'F 95 PROJECT # 10.270 UNIT WEIGHT W /ROOF CURB LBS. 1,095 MANUFACTURER — TRANE MODEL NO. — TSC060E3 ELECTRIC HEAT KW 9.0 NOTES ® 0 THRU ® 0 PROVIDE WITH 14" FACTORY ROOF CURB. 0 PROVIDE /INSTALL WITH FACTORY PROGRAMMABLE THERMOSTAT. 0 WITH FACTORY UNIT MOUNTED DISCONNECT SWITCH, ECONOMIZER WITH ENTHALPY CONTROLS, 115V GFI ELECTRICAL CONVENIENCE OUTLET, AND SINGLE POINT ELECTRICAL SERVICE CONNECTION. ® PROVIDE /INSTALL WITH FACTORY DISCONNECT SWITCH AND 115V GFI ELECTRICAL CONVENIENCE OUTLET. 0 SMOKE DETECTOR IS REQUIRED IN THE RETURN AIR STREAM OF EACH UNIT. * COORDINATE LEAD TIME FOR ROOF TOP UNIT WITH MANUFACTURING REPRESENTATIVE AS REQUIRED. TYPICAL ROOF TOP UNIT CONTROL SEQUENCE OF OPERATION THE ROOF TOP UNIT SHALL BE STARTED AND STOPPED FROM A ROOM THERMOSTAT. ON A CALL FOR COOLING, THE THERMOSTAT SHALL ENERGIZE THE COMPRESSOR(S) IN STAGE(S) TO MAINTAIN SET POINT. ON A CALL FOR HEATING, THE THERMOSTAT SHALL ENERGIZE THE ROOF TOP UNIT FACTORY ELECTRIC HEAT TO MAINTAIN SET POINT. AIR DEVICE SCHEDULE 11TUS TDC —AA (ROUND NECK) CEILING DIFFUSER (CD) TO BE SIZED AS FOLLOWS: MARK TYPE MATERIAL FINISH ACCESSORIES MANUF AURER AND MCTODEL REMARKS S.F. CD CEILING DIFFUSER ALUMINUM BAK. WHT. ENAMEL OBD T1TUS TDC- AA 24x24 LAY - -IN 24x24 LAY —IN NECK SIZE CFM RANGE 9X9 12X12 15X15 18X18 50 TO 150 151 TO 500 501 TO 650 651 TO 1,000 RGC RETURN GRILLE ALUMINUM BAK. WHT. ENAMEL 60 TI 1U5 50F (PRINTING AREA) SERVED BY RTU -1 160 * - -- - -- 0.50 - -- 80 80 850 POWER V/0 115/1 REV. # CONTROL NOTES: 1. CONTRACTOR TO COORDINATE AIR DEVICE FRAM H CEILING AND /OR WALL TYPE. 2. NECK SIZES AND CFM QUANTITIES SHOWN ON n 4IC,1 FLOOR PLANS. OUTSIDE AIR CALCULATION FLOOR AREA AREA (SF) OCCUPANCt * * (P�1,000 S.F ".) PERSONS) CFM * * CFM * * CFM REQUIRED CFM SUPPUED S.F. PERSON (RETAIL) SERVED BY RTU -1 560 * - -- - -- 0.30 - -- 168 170 (PHOTO STUDIO) SERVED BY RTU -1 380 * 10/1,000 4 - -- 15 60 60 (PRINTING AREA) SERVED BY RTU -1 160 * - -- - -- 0.50 - -- 80 80 850 POWER V/0 115/1 REV. # CONTROL — * NET OCCUPIABLE FLOOR AREA ** PER 2006 INTERNATIONAL MECHANICAL CODE W/ STATE AMENDMENTS TOTALS 308 310 TOILET ROOM 6 "o CD 200 CFM DRAWING NOTE: 0 SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF CEILING GRID, UGHT FIXTURES, ETC. 0 NEW ROOF TOP UNIT AND CURB TO BE INSTALLED OVER NEW ROOF PENETRATION. ALL ROOF WORK SHALL BE PERFORMED BY LANDLORD'S ROOFING CONTRACTOR. RTU SHALL BE FASTENDED TO CURB PER 2006 INTERNATIONAL MECHANICAL CODE. REFER TO "PACKAGED ROOF TOP UNIT SCHEDULE" FOR FURTHER INFORMATION. UNIT SHALL BE PROPERLY /PERMANENTLY LABELED WITH UNIT NUMBER AND TENANT WITH 3 INCH HIGH LETTERS. O FULL SIZE SUPPLY AND RETURN AIR DUCTWORK DOWN FROM RTU'S. ROOF OPENINGS SHALL BE FRAMED WITH STEEL HEADERS CONNECTED TO THE ROOF JOISTS WITH STEEL MEMBERS FRAMED BETWEEN. O4 PROVIDE 1" CONDENSATE DRAIN LINE ON ROOF, ROUTED TO NEAREST ROOF DRAIN. O5 8x8 EXHAUST DUCT DOWN FROM "GREENHECK" MODEL GRSR -8 EXHAUST CAP AND CURB MOUNTED ON ROOF. 12 "0 CD 400 CFM CONTRACTOR NOTES IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT, LANDLORD OR TENANT OF ANY DISCREPANCIES ENCOUNTERED ON THE PLANS OR IN EXISTING SITE CONDITIONS PRIOR TO SUBMISSION OF BID. BIDDERS ARE TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF THE WORK. THE BASE BID SHALL REFLECT MODIFICATIONS TO SYSTEMS AND DEVICES AS REQUIRED BY STATE, LOCAL AND FEDERAL CODES WHETHER INDICATED OR NOT ON CONTRACT DOCUMENTS. THE SUBMISSIONS OF A BID WILL BE EVIDENCE THAT SUCH AN EXAMINATION AND COMPLIANCE WITH GOVERNING CODES/REQUIREMENTS HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORSEEN HAD AN EXAMINATION AND CODE /REQUIREMENTS REVIEW BEEN MADE, WILL NOT BE ALLOWED. EXHAUST FAN SCHEDULE TAG — EF -1 SERVICE — EXHAUST AIR QUANTITY CFM 100 EXT. STATIC PRESS. IN. H2O 0.375 FAN TYPE — CEILING DRIVE — DIRECT SONES — 2.9 MOTOR WATTS 130 FAN SPEED RPM 850 POWER V/0 115/1 REV. # CONTROL — INTERLOCK W/ R.R. LIGHT SWITCH PERMIT AREA SERVED — TOILET ROOM MANUFACTURER - GREENHECK MODEL - SP —B150 NOTES ® O0 0 WITH FACTORY BACKDRAFT DAMPER, PLUG —IN DISCONNECT, FAN SPEED CONTROLLER LOCATED IN FAN HOUSING AND HANGING VIBRATION ISOLATOR KIT. ® PROVIDE FACTORY "GRSR" ROOF EXHAUST CAPS AND CURBS FOR EXHAUST FANS, SEE MECHANICAL FLOOR PLAN FOR SIZES AND QUANTITIES. z 6"� EF-1 CD 50 CFM 12x14 4x14 RGC 600 CFM r 1 1 1 1 - -J x14 8 "0 CD 150 C=M 14x14 RGC 640 CFM i X 0 tv 8 "0 CD 200 CFM 10 "0 CD 300 CFM 16x10 RTU -1 00 J 8 "0 CD 15C CFM O. XJ 0 11 fl 8 "0 C 150 C M _J 12x12 RGC 450 CFM 8 "0 CD 200 CFM FLOOR PLAN - MECHANICAL .5 SCALE: 1/4"=1'-0" 0106 '� RECEIVED NOV 17 2010 PERMIT CENTER SEPARATE .0 PERMIT AND APPROVAL REQUIRED tAil L2M 811 Cromwell Park Drive, Suite 113 Cromwell Business Park at BWI Glen Burnie, Maryland 21061 L2M @L2M.com Phone 410.863.1302 Fax 410.863.1308 Ron Renna, PE rill- 20x14 1 1 i X 0 tv 8 "0 CD 200 CFM 10 "0 CD 300 CFM 16x10 RTU -1 00 J 8 "0 CD 15C CFM O. XJ 0 11 fl 8 "0 C 150 C M _J 12x12 RGC 450 CFM 8 "0 CD 200 CFM FLOOR PLAN - MECHANICAL .5 SCALE: 1/4"=1'-0" 0106 '� RECEIVED NOV 17 2010 PERMIT CENTER SEPARATE .0 PERMIT AND APPROVAL REQUIRED tAil L2M 811 Cromwell Park Drive, Suite 113 Cromwell Business Park at BWI Glen Burnie, Maryland 21061 L2M @L2M.com Phone 410.863.1302 Fax 410.863.1308 Ron Renna, PE 3231 Drone Field Rood Lakeland, Fl 33811 (863) 646 -1258 l • H 1 THE PICTURE PEOPLE 1800 10TH STREET SUITE 300 PLANO, TX 75074 - 1 / N REV. # ISSUE 1 DESCRIPTION DATE PERMIT 11103/2010 SHEET 111LE: MECHANICAL FLOOR PLAN MINNIE DRAWING DATE: 08 OCT 10 DRAWN BY: ADS I I RENEWED BY: RRR PROJECT # 10.270 SHEET is # HLE NAME: 0106 -M101 .dwg • BACKDRAFT DAMPER FLEX CONNECTION GALVANIZED SHEETMETAL EXHAUST DUCT, ROUTE AND CONNECT TO WALL CAP 14 GA. 1" GALVANIZED STRAPS SCREWED TO BLOCK CEILING EXHAUST FAN k7C_CEILING FACTORY INTAKE GRILLE SUPPORT RODS AND SPRING ISOLATORS. SUPPORT FROM STRUCTURE PER CODE. CEILING EXHAUST FAN DETAIL NO SCALE SCHEDULE 40 PVC CONDENSATE PIPING 4" WOOD SLEEPER ROOF SYSTEM CONDENSATE NO SCALE BASE RAIL CONDENSATE PIPE SUPPORT NOTE: WOOD SLEEPER SHALL BE 4 "x4 "x8" REDWOOD (OR WOOD TREATED WITH PENYTHOL) BLOCKS TO BE PLACED ON 4' -O" CENTERS FOR PVC PIPE OR 6' -0" ON CENTER FOR COPPER PIPE, ALSO PLACE BLOCKS AT ALL TURNS AND JUNCTIONS IN LINES. MASTIC BLOCKING SECURE TO ROOF. COORDINATE MATERIALS WITH ROOF TYPE TO ENSURE COMPATIBILITY. PIPE SUPPORT ON ROOF DETAIL ti PROVIDE PLUG FOR MAINTENANCE MAX. TONS 2.5 5.0 30.0 SUPPORT ANGLES AS REQUIRED BY GENERAL CONTRACTOR FLASHING BY LANDLORDS DESIGNATED ROOFING CONTRACTOR. COORDINATE W /ARCHITECTURAL FIBER CANT. ROOF SYSTEM SPACER BLOCK 1/4" PLATE OR STACKED WASHERS 1/2"0 BOLTS, NUTS, AND WASHERS ON 24" CENTERS. MIN. THREE REQUIRED PER SIDE O CONDENSATE PIPE SIZE 3/4" 1" 1 1/4" f —EDGE OF HVAC UNIT CONDENSATE NOT TO SCALE DRAIN UNE. SLOPE WITH FLOW 1 /8 "/FT TO STORM GUTTER /SCUPPERS AT REAR OF BUILDING A = FAN SUCTION PRESSURE + 1 INCH PROVIDE CLEANOUT AT EACH CHANGE OF DIRECTION OR EVERY 30' DRAIN TRAP DETAIL (FOR DRAW THRU APPLICATIONS) O ROOF TOP UNIT DUCT FLEX. CONNECT. DUCT 3/8 "x6" LAG BOLTS DRILLED THRU ROOF TOP UNIT BASE RAIL INTO ROOF CURB. BOLTS ARE 1 TO BE CENTERED 8" FROM UNIT EDGE AND 12" 1 O.C.. APPLIES TO FULL CURB RAIL PERIMETER. ANY /ALL BOLTS INTO UNIT OR CURB SHALL NOT DAMAGE HVAC INTERNAL PARTS, ADJUST BOLT LENGTHS ACCORDINGLY. 1\ �IiI I� 12" MIN. FACTORY 12" HIGH (MIN.) PREFABRICATED, 14 GA. (MIN.) INSULATED CURB BY HVAC INSTALLED BY GENERAL CONTRACTOR SHIM AS REQUIRED TO LEVEL UNIT. NOTE BY SYMBOL: 0 REINFORCING SHOWN IS FOR 140 -MPH WIND LOAD DESIGN. 0 MOUNTING OF RTU SHALL COMPLY WITH THE REQUIREMENTS OF THE "2006 INTERNATIONAL MECHANICAL CODE ". ROOF TOP UNIT CURB MOUNTING DETAIL NOT TO SCALE 60" MAX. UNLESS FOOT OF STRAP IS PLACED UNDER A BOTTOM REINFORCEMENT STRAP HANGERS HANGER STRAPS SCREWS SCREWS MAY BE OMITTED IF HANGER LOOPS —I 1" I— TRAPEZE HANGERS STRAP OR ANGLE ROD 0°.-‘411■411lhl, SIZE BOLT(S) FOR LOAD DUCT HANGING DETAILS NO SCALE INSULATED ROUND FLEXIBLE DUCT (MAX. 5' -0" LONG FULLY EXTENDED) SIZE TO MATCH DIFFUSER NECK. INSULATION SUPPLY DUCT SEE DRAWING FOR SIZES SPIN -IN FITTING WITH DAMPER ANGLE ROUND METAL DUCT (EXTERNALLY INSULATED) CEILING DIFFUSER CEILING CEILING DIFFUSER RUNOUT DETAIL NO SCALE MAX. 20' TRANSITION 1.25 X DIA. 0.25 X DIA. (4" MIN. PER SMACNA) RECTANGULAR DUCT DIA. MANUAL VOLUME DAMPER RECTANGULAR DUCT t CONICAL FITTING WITH LOCKING TYPE VOLUME DAMPER. MAX LENGTH 6' -0" FULLY EXTENDED FLEX DUCT OR ROUND SHEET METAL DUCT. USE CLAMP TO ATTACH FLEXIBLE DUCTS AND SEAL SUPPORT DUCT EVERY FOUR FEET FROM STRUCTURE BRANCH DUCT DETAILS NO SCALE MECHANICAL GENERAL NOTES; • IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED. • INTENT OF THESE NOTES AND MECHANICAL NOTES ON DRAWINGS IS TO CLARIFY THE SCOPE OF WORK AND ALERT CONTRACTOR OF EXISTING CONDITIONS. CONTRACTOR TO VISIT SITE AND VERIFY ALL CLEARANCES BEFORE FABRICATION OF DUCTWORK AND PROVIDE ADDITIONAL OFFSET AND /OR CHANGES IN DUCT SIZES TO MEET FIELD CONDITIONS AND COORDINATE WITH ELECTRICAL, PLUMBING AND FIRE PROTECTION SUBCONTRACTOR BEFORE ANY CONSTRUCTION WORK. • THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TRADES INSTALLATION SCHEDULES. FIXED WORK SUCH AS DUCTWORK AND PLUMBING SHALL BE INSTALLED PRIOR TO ANY TRADE WORK THAT CAN BE EASILY RELOCATED OR OFFSET SUCH AS ELECTRICAL CONDUITS, SMALL WATER LINES ETC. • UNLESS OTHERWISE NOTED, INSTALL DUCTWORK AS HIGH AS POSSIBLE, TIGHT TO BOTTOM OF STRUCTURE. COORDINATE DUCT ELEVATION MTH WATER PIPING, SANITARY DRAINS AND MAJOR ELECTRICAL CONDUITS. • CONTRACTOR SHALL PROVIDE ALL SUPPLEMENTARY STEEL REQUIRED TO SUSPEND MECHANICAL EQUIPMENT AND MATERIALS. • DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. • DUCTWORK, DIFFUSERS, REGISTERS, GRILLES, AND OTHER ITEMS OF THE AIR HANDLING SYSTEM SHALL NOT BE SUPPORTED BY THE CEILING OR CEILING SUSPENSION SYSTEM. • ALL WALL MOUNTED THERMOSTATS AND /OR TEMPERATURE SENSORS SHALL BE INSTALLED AT AN ELEVATION OF 54" ABOVE FINISHED FLOOR TO THE TOP UNLESS OTHERWISE NOTED ON DRAWINGS. LOCATION OF THE WALL MOUNTED THERMOSTAT SHALL BE COORDINATED WIN OTHER TRADES FOR A NEAT APPEARANCE. FINAL LOCATION OF THERMOSTAT SHALL BE SUBJECT TO THE APPROVAL OF THE TENANT OR THEIR REPRESENTATIVE IN THE FIELD. • ALL SUPPLY AIR DIFFUSERS SHALL BE 4 -WAY THROW UNLESS OTHERWISE NOTED. • COORDINATE AIR DEVICE LOCATIONS WITH LIGHTING FIXTURES AND FIRE SPRINKLER HEADS WHERE APPLICABLE. • PROVIDE A TRAP IN ALL CONDENSATE PIPING LOCATED AT THE ROOF TOP UNIT. CONDENSATE PIPING TO BE TYPE "L" COPPER. • VERIFY VOLTAGE WITH ELECTRICAL BEFORE ORDERING EQUIPMENT. • FLEXIBLE AND RIGID ROUND DUCT TAKE -OFFS FOR DIFFUSERS SHALL BE THE SAME SIZE AS DIFFUSER NECK. MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE 6' -0 ". INSULATE RIGID ROUND DUCTS WITH 2" FOIL FACED FIBERGLASS DUCT WRAP, DUCT WRAP TO HAVE AN INSTALLED MINIMUM THERMAL RESISTANCE (R) VALUE OF 6.0. • ALL SUPPLY, RETURN AND TRANSFER DUCTWORK SHALL BE EXTERNALLY INSULATED GALVANIZED SHEET METAL CONSTRUCTION IN ACCORDANCE WITH LATEST SMACNA STANDARDS. INSULATION SHALL BE 2" FOIL FACED FIBERGLASS DUCT WRAP WITH AN INSTALLED MINIMUM THERMAL RESISTANCE (R) VALUE OF 6.0. ALL EXHAUST DUCTWORK SHALL BE GALVANIZED SHEET METAL CONSTRUCTION IN ACCORDANCE WITH LATEST SMACNA STANDARDS. ALL JOINTS SHALL BE SECURELY TAPED WITH 3" WIDE GLASS FABRIC TAPE WITH FOSTER 30/35 MASTIC OR EQUAL. • TURNING VANES SHALL BE PROVIDED IN ALL SUPPLY DUCT RECTANGULAR ELBOWS WITH ANGLES BETWEEN 15 DEGREES AND LESS THAN 90 DEGREES PER FIG. 2 -5 OF THE SMACNA MANUAL. • FLEXIBLE DUCTS: EITHER SPIRAL ROUND SPRING STEEL WITH FLAMEPROOF VINYL SHEATHING, OR CORRUGATED ALUMINUM; COMPLY WITH UL 181. PROVIDE 2" THICK CONTINUOUS FLEXIBLE FIBERGLASS SHEATH WITH VINYL VAPOR BARRIER JACKET. FLEX TO HAVE AN INSTALLED MINIMUM THERMAL RESISTANCE (R) VALUE OF 6.0. • DUCT SHALL BE SECURELY SUPPORTED, HUNG OR SUSPENDED IN ACCORDANCE WITH THE 2006 INTERNATIONAL MECHANICAL CODE. PROVIDE MINIMUM 1 -1/2" WIDE 22 GA. STRAPS, 10 FT. SPACING FOR MAXIMUM HALF DUCT PERIMETER UP TO 30" AND ALL ROUND FLEX DUCT. PROVIDE 1" WIDE 22 GA. STRAPS, 5 FT. SPACING FOR MAXIMUM HALF DUCT PERIMETER FROM 31" TO 72" AND 1" WIDE 20 GA. STRAPS, 5 FT. SPACING FOR MAXIMUM HALF DUCT PERIMETER UP TO 96 ". • ROOF TOP UNIT OUTSIDE AIR INTAKE SHALL MAINTAIN A MINIMUM OF 12' -0" FROM ANY EXHAUST ROOF CAPS OR SANITARY VENT THRU ROOF PIPING. • PROVIDE ALL ROOF TOP UNITS WIN MANUFACTURER'S RECOMMENDED SERVICE AREA CLEARANCES. • ALL ROOF TOP UNITS SHALL BE REINFORCED TO WITH STAND 140 MPH WIND LOAD DESIGN. (SEE "ROOF CURB DETAIL FOR MECHANICAL EQUIPMENT") • ALL CONDENSATE DRAIN PIPING ON ROOF SHALL BE PROPERLY SUPPORTED. (SEE "CONDENSATE PIPE SUPPORT ON ROOF" DETAIL) • GUARANTEE, FOR ONE YEAR AFTER DATE OF ACCEPTANCE BY THE OWNER, ALL EQUIPMENT, MATERIALS AND WORKMANSHIP TO BE FREE FROM DEFECT. • ALL MECHANICAL WORK SHALL COMPLY WITH THE "2006 INTERNATIONAL MECHANICAL CODE." • IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO INSTALL THE HEATING, VENTILATION AND AIR CONDITIONING SYSTEM SO AS TO INSURE QUIET OPERATION. NO VIBRATION OR SOUND SHALL BE TRANSMITTED TO THE BUILDING, STRUCTURE OR OCCUPIED AREAS. THE DECISION OF THE ENGINEER AS TO THE QUIETNESS OF THE SYSTEM AND EQUIPMENT SHALL BE FINAL. IT SHALL BE THIS CONTRACTOR'S RESPONSIBILITY TO CORRECT OR REPLACE ANY NOISY SYSTEM OR EQUIPMENT AS REQUIRED. • ALL MATERIAL SHALL BE OF APPROVED QUALITY AND THE WORK SHALL BE DONE IN A THOROUGH AND WORKMANLIKE MANNER. THE WORK, MATERIALS AND TESTS SHALL BE IN ACCORDANCE WIN ALL STATE AND LOCAL CODES. • LOCATIONS OF DUCT MOUNTED SMOKE DETECTORS SHOWN ON THE DRAWINGS ARE REFERENCE LOCATIONS ONLY. THE FINAL PLACEMENT OF THE DETECTOR IN THE DUCTWORK SHALL MEET THE REQUIREMENTS OF THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. PROVIDE A PRESSURE DIFFERENTIAL TEST AND THE MANUFACTURER'S TEST KIT. A COPY OF ALL TEST DATA WILL BE MADE AVAILABLE AT THE FINAL INSPECTION. PROVIDE READILY ACCESSIBLE DUCT ACCESS DOOR FOR INSPECTING AND SERVICING THE DETECTOR. THE ACTUATION OF A SMOKE DETECTOR SHALL ACTIVATE A VISIBLE AND AUDIBLE SUPERVISORY SIGNAL AT AN APPROVED LOCATION AND SHALL BE IDENTIFIED AS AIR DUCT DETECTOR TROUBLE. SMOKE DETECTORS ARE FURNISHED AND WIRED BY THE ELECTRICAL CONTRACTOR BUT SHALL BE INSTALLED IN DUCTWORK BY THE MECHANICAL CONTRACTOR. • DUCT SMOKE DETECTOR(S) AND REMOTE TEST STATION WITH KEY LOCK, TO BE; DH100ACDCP - PHOTOELECTRONIC DUCT SMOKE DETECTOR WITH VISABLE/ AUDIBLE ALARM AT CEILING UNDER UNIT AND RTS451KEY - REMOTE TEST STATION WITH KEY LOCK. LOCATED AT UNIT THERMOSTAT, BY INNOVAIR OR EQUAL SYSTEM SENSOR 3825 OHIO AVE. ST. CHARLES, IL 60174 PH. 1 -800- 736 -7672 b1O - 3l3 SEPARATE PERMIT AND APPROVAL REQUIRED RECEIVED NOV 17 2010 PERMIT CENTER /11 I L2M )� 811 Cromwell Park Drive, Suite 113 Cromwell Business Park at BWI Glen Burnie, Maryland 21061 L2M •L2M.com Phone 410.863.1302 Fax 410.863.1308 Ron Rena P.E. 3231 Drone Lakeland, Fl F :Id Road 3:'1 (863) 646 -1258 THE 1800 PLANO, PICTURE PEOPLE 10TH STREET SUITE 300 TX 75074 1 N REV. # ISSUE l DESCRIPTION DATE PERMIT 1110312010 SHEET 1I1LE MECHANICAL NOTES AND DETAILS DRAWING DAZE 08 OCT 10 DRAWN BY: ADS REVIEWED BY RRR PROJECT # 10.270 SHEET / -201 RLE NAME: 0106 - M201 .dwg PLUMBING GENERAL NOTES: • ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE INTERNATIONAL PLUMBING CODE. • REVIEW PLANS OF ALL TRADES PRIOR TO BIDDING AND INSTALLATION TO INCLUDE ALL PLUMBING FOR COMPLETE SYSTEMS SHOWN ON THE PLANS AND AS REQUIRED. • COORDINATE WITH OTHER TRADES TO PREVENT INTERFERENCE WITH HVAC DUCTS, STRUCTURE, ELECTRICAL LIGHTING, AND OTHER PIPING IN THE CEILING SPACE. VENT PIPING AND WATER PIPING SHALL BE HELD EITHER ABOVE OR BELOW HVAC DUCTWORK AS COORDINATED WITH THE HVAC CONTRACTOR. • ALL CHANGES SHALL BE APPROVED BY THE ARCHITECT /OWNER. • COORDINATE WITH ARCHITECTURAL AND FOOD SERVICE DRAWINGS BEFORE ROUGHING -IN PLUMBING FIXTURES AND EQUIPMENT SUPPLIES. • THE PLUMBING SUBCONTRACTOR SHALL FURNISH AND INSTALL ALL PLUMBING FIXTURES, AS IDENTIFIED ON PLUMBING FIXTURE SCHEDULE. • VERIFY MOUNTING HEIGHT AND WATER CONNECTION SIZES TO ALL PLUMBING FIXTURES PRIOR TO ROUGH -IN. FURNISH CUT -OUT TEMPLATES, FOR PLUMBING FIXTURES TO BE INSTALLED IN MILLWORK, TO THE GENERAL CONTRACTOR. • CONTRACTOR SHALL PROVIDE BACKFLOW PREVENTORS AT ALL FOOD SERVICE APPLIANCES. • VERIFY LOCATION OF EXISTING WATER SERVICE AND THE LOCATION /INVERTS OF SANITARY PIPING PRIOR TO INSTALLATION. • ALL PLUMBING VENTS IN EXTERIOR WALLS SHALL BE OFF -SET A MINIMUM OF 3' -0" BEFORE ROOF PENETRATION. • INSTALL WATER HAMMER ARRESTERS WHERE WATER PRESSURES ARE EXCESSIVE OR WHERE REQUIRED TO ELIMINATE WATER HAMMER OR WHEN DEEMED NECESSARY BY LOCAL AUTHORITIES. LOCATE AND SIZE AS RECOMMENDED BY THE AMERICAN SOCIETY OF PLUMBING ENGINEERS. • IT IS IN THE INTENT OF THESE DRAWINGS TO COVER ALL WORK AND MATERIAL FOR A FIRST CLASS INSTALLATION. ANY EQUIPMENT, PLUMBING FIXTURE, TRIM HARDWARE AND /OR DEVICES USUALLY UTILIZED IN THE CLASS OF WORK, THOUGH NOT SPECIFICALLY MENTIONED OR SHOWN ON THESE DRAWINGS, BUT WHICH MAY BE NECESSARY FOR THE SATISFACTORY COMPLETION OF THE WORK (AS DETERMINED BY THE ARCHITECT) SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR AS PART OF HIS TOTAL WORK. • COORDINATE WITH MECHANICAL AS REQUIRED FOR UNDER SLAB DRYER EXHAUST AND REFRIGERANT PIPING. • ALL ROOF WORK SHALL BE BY LANDLORD'S DESIGNATED ROOFING CONTRACTOR AT TENANT'S EXPENSE. • THE PIPING SYSTEM SHALL BE STERILIZED AND COMPLY WITH ALL GOVERNING REGULATIONS AND WITH THE STERILIZATION PROCEDURES RECOMMENDED BY THE AMERICAN WATER ASSOCIATION. • PROVIDE SHUTOFF VALVES ABOVE CEILING FOR EACH FIXTURE. • CLEANOUTS TO HAVE ROUND STAINLESS STEEL TOP. MATERIAL SPECIFICATIONS: 1. HOT & COLD WATER PIPING SHALL BE CPVC AND TYPE L COPPER IN FIRE RATED WALL. PROVIDE 12 GA. TRACER WIRE ABOVE PIPE BELOW SLAB. ALL HW PIPING SHALL BE INSULATED. 2. SANITARY WASTE AND VENT PIPING SHALL BE PLASTIC CORROSION RESISTANT FITTINGS. 3. INSULATION SHALL BE FLEXIBLE UNICELLULAR-SELF--SEAL ARMAFLEX 2000 1/2" THICK FOR HOT WATER PIPING UP TO 2" SIZE - PROVIDE SHEET METAL SADDLES AT EACH HANGER. PLUMBING FIXTURE SCHEDULE: WCO: WALL CLEAN -OUT - ZURN, #Z -1441, SMOOTH STAINLESS STEEL ACCESS COVER, DURA- COATED CAST IRON BODY. MATCH TO PIPE SIZE. SA: SHOCK ABSORBER- SHALL BE J.R.SMITH 5005 THRU 5050 AND SIZED AS RECOMMENDED BY MANUFACTURER. P -4: UTILITY SINK - PARKOR, INC. PROCESSING SINK #555 -5753, EYE WASH UNIT #953 -7002A & WIRE SHELF #953 -1227. INSTAHOT: INSTANTANEOUS ELECTRIC WATER HEATER - CHRONOMITE, NO. SR -30, 208V, 8,320 WATTS, MOUNT UNDER SINK, 1 /2 "CW INLET, 1 /2 "HW OUTLET. SET TO 1207. CONTRACTOR NOTES IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT, LANDLORD OR TENANT OF ANY DISCREPANCIES ENCOUNTERED ON THE PLANS OR IN EXISTING SITE CONDITIONS PRIOR TO SUBMISSION OF BID. BIDDERS ARE TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF THE WORK. THE BASE BID SHALL REFLECT MODIFICATIONS TO SYSTEMS AND DEVICES AS REQUIRED BY STATE, LOCAL AND FEDERAL CODES WHETHER INDICATED OR NOT ON CONTRACT DOCUMENTS. THE SUBMISSIONS OF A BID WILL BE EVIDENCE THAT SUCH AN EXAMINATION AND COMPLIANCE WITH GOVERNING CODES /REQUIREMENTS HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORSEEN HAD AN EXAMINATION AND CODE/REQUIREMENTS REVIEW BEEN MADE, WILL NOT BE ALLOWED. vv EGT ��1 TOR �I. 0 GGOn�G� AGGA�G A� 015 GG T 50444 TOILING. 5xAG r 2� BG SRI .� 1 A514AI.L 12° P'� viGO SANITARY RISER DIAGRAM SCALE: 1/4"=1'- 0" 004 WATER RISER DIAGRAM SCALE: 1/4"=1'-0" WALLCOVER AND SCREW MAY EXTEND AS A WASTE OR VENT 1 —WALL PLUGGED TEE WITH CLEANOUT FLOOR LINE 1/8 C.I. BEND BALANCE OF PIPING SAME AS CLEANOUT TO GRADE WALL CLEANOUT DETAIL NO SCALE C -CLAMP PIPE HANGER FOR TOP ANGLE 3/8"0 ALL ALL THREAD ROD ADJUSTABLE SWIVEL PIPE HANGER RING BAR JOIST PIPE HANGER DETAIL NO SCALE PLUMBING LEGEND DESCRIPTION ABBREV. SYMBOL SANITARY PIPING SAN VENT PIPING V COLD WATER PIPING CW - - HOT WATER PIPING HW - - - - GATE VALVE GV CLEAN OUT TO GRADE COTG DATE WALL CLEAN OUT WCO WCO I �— TYPICAL (TYP) CAP CAP VENT THRU ROOF VTR TEE UP 0 TEE DOWN SHEET DUE: PLUMBING FLOOR PLAN DRAWING DA1E 08 OCT 10 DRAWN BY: ADS I REVIEWED BY: I RRR 0 90' UP FILE NAME 0106 - P101 .dwg • 90' DOWN 0 SHUT OFF VALVE SOV BACKFLOW PREVENTOR BFP EXTEND AND CONNECT NEW 3 "SANITARY TO EXISTING SANITARY. CONTRACTOR SHALL VERIFY EXACT INSTAHOT LOCATION. P -4 11 0 EXISTING REST ROOM SHALL REMAIN. 161 WCO -� 3 /4 "CW ABOVE CEILING EXTEND AND CONNECT NEW 3 /4 "CW TO EXISTING CW ABOVE CEILING. CONTRACTOR SHALL VERIFY EXACT LOCATION, FLOOR PLA SCALE: 1/4"=1'-0" N - PLUMBING b� RECEIVED NOV 17 2010 SEPARATE PERMIT CENTER PERMIT AND APPROVAL REQUIRED 111 I L2M 811 Cromwell Park Drive, Suite 1S 3 Cromwell Business Park at BWI Glen Burnie, Maryland 21061 L2M1PL2M.com Phone 410.863.1302 '..; Fax 410.863.1308 Ron Rena PE 3231 Drone F .. '..d Lakeland, Fl (863) 646 -1258 •4 i` THE PICTURE PEOPLE 1800 10TH STREET SUITE 300 PLANO, TX 75074 - 1 1 N ili REV. # ISSUE 1 DESCRIPTION DATE PERMIT 11/030010 SHEET DUE: PLUMBING FLOOR PLAN DRAWING DA1E 08 OCT 10 DRAWN BY: ADS I REVIEWED BY: I RRR PROJECT ¢ 10.270 SHEET # P-1o1 FILE NAME 0106 - P101 .dwg • • LUMINAIRE SCHEDULE TAG DESCRIPTION MANUFACTURER VOLTS LAMPS WATTAGE REMARKS A INCAND. ADJ. ACCENT LIGHT PIPE MOUNTED W /ACCESSORIES & TRACK OR MONO —POINT LITON #LT815W & TRACK W /ACCESSORIES OR #LT971W W /ACCESSORIES 120 1- 75PAR30 /NFL30 75 SEE DETAIL AND PLAN HEAD PLACEMENT AS INDICATED WITH MISC. TRACK ACCESSORIES g 6" RECESSED METAL HALIDE DOWNLIGHT WITH SPECULAR ALZAK CONE LITON #LHM7070E W / #LR711C & #C260 120 1- MH70 /U /MED 70 — C 2 FT X 4 FT, 2 —LAMP FLUORESCENT W /ACRYLIC LENS LIGHTOLIER #XT2GVA24012003 120 2— F032/835/ECO 59 FIXTURE CONTROLLED WITH DUAL SWITCHING AND DUAL BALLASTS X CEILING MOUNTED, EDGE LIT, LED EXIT SIGN ROYAL PACIFIC RXL11RW 120 INCLUDED 4 FIXTURE SHALL BE UNSWITCHED XE LED EXIT AND EMERGENCY LIGHT WITH BATTERY BACK —UP ROYAL PACIFIC RXEL18RW 120 INCLUDED 4 FIXTURE SHALL BE UNSWITCHED EM SEMI — RECESSED IN CLG. EMERG. LIGHT W /LAMPS & BATTERY BACK —UP LIGHTOLIER #C1182S9 120 INCLUDED 20 FIXTURE SHALL BE UNSWITCHED ** 'D' IN SQUARE COVE ABOVE POS STATION, USE 2 —LAMP STRIP 'D1' WITHOUT TUBE COVERS. NOTES: ALL TRACK FIXTURES SHALL BE COORDINATED WITH ARCHITECT AND TENANT PROVIDED COMPONENTS. NOT ALL FIXTURES SHOWN ON THIS SCHEDULE ARE REQUIRED. REFER TO LIGHTING PLAN, THIS SHEET, FOR FIXTURES THAT APPLY TO THIS PROJECT. SWITCH BANK DETAIL N.T.S. NOTE: SWITCHES SHALL BE INSTALLED BETWEEN STUDS MAKE (2) ROWS IF NECESSARY, DO NOT CUT STUDS TO ACCOMMODATE A SINGLE ROW OF SWITCHES. GENERAL NOTES A. THE TENANT SHALL PROVIDE ALL FIXTURES AND LAMPS, TRACK AND PIPING. THE TENANT'S ELECTRICAL CONTRACTOR SHALL INSTALL ALL FIXTURES AND LAMPS, TRACK AND PIPING AND COMPONENTS TO PROVIDE A COMPLETE LIGHTING SYSTEM. ANY MISCELLANEOUS ITEMS NECESSARY FOR HANGING OR SUPPORTING THE TRACK AND FIXTURES SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. B. CONDUIT HANGERS, CLAMPS, LIGHT FIXTURES, SUPPORTS, ETC. SHALL BE FASTENED TO THE TOP CHORD OF JOISTS OR BEAMS ONLY. DO NOT SUPPORT FROM METAL DECKING OR MECHANICAL DUCTWORK. TENANT'S ELECTRICAL CONTRACTOR SHALL REPAIR ANY FIREPROOFING DISTURBED BY ATTACHMENTS TO THE STRUCTURE. C. COORDINATE ALL WORK WITH OTHER TRADES. VERIFY CEILING HEIGHTS AND TYPE, CASEWORK INSTALLATION, SIGN LOCATION, ETC WITH ARCHITECTURAL PLANS AND DETAILS FOR RELATED WORK. D. NIGHT, EMERGENCY AND EXIT LIGHTING SHALL NOT BE SWITCHED. E. TENANT'S ELECTRICAL CONTRACTOR SHALL COORDINATE LOCATION WITH LANDLORD THE EXACT LOCATION AND REQUIREMENTS OF POWER, COMMUNICATION AND FIRE ALARM SYSTEM TIE —INS. F. ELECTRICAL CONTRACTOR SHALL BE PRESENT WITH THE TENANT CONSTRUCTION MANAGER IN ORDER TO AIM ALL TRACK LIGHT COMPONENTS THROUGH THE STORE PER THE TENANT CONSTRUCTION MANAGER'S DIRECTION. 01 PLAN KEY NOTES 1. INSTALL SPEAKERS (PROVIDED BY GENERAL CONTRACTOR), #16 AWG PLENUM SPEAKER WIRE, IN 1/2" CONDUIT IN WALLS. HOME RUN FOR EACH SPEAKER TO J —BOX UNDER MANAGER AREA IN BACK ROOM. SEE SHEET E -201 FOR LOCATION OF J— BOX, COIL 10' IN J —BOX. 2. AUTOMATIC SWITCH, LEVITON #002— ODS10 —IDW, OCCUPANCY SENSOR AUTOMATIC WALL SWITCH. SET TIMING SO LIGHT AND FAN TURNS OFF AFTER 120 SECONDS. 3. PROVIDE SIGNAGE CIRCUIT, COORDINATE ALL REQUIREMENTS WITH SIGNAGE PROVIDER AND LANDLORD AND CONNECT IN A CONCEALED MANNER. 4. SWITCHBANK LOCATION. SEE DETAIL. STACK GROUPS IF REQUIRED BY WALL SPACE. 5. EXHAUST FAN SHALL BE INTERLOCKED WITH WALL SWITCH. 6. THIS FIXTURE INSTALLED UNDER SHELL BUILDING CONTRACT. LIGHTING PLAN SCALE: 1/4"=1'— 0" RECEIVED NOV 17 2010 PERMIT CENTER SEPARATE PERMIT AND 4 APPROVAL REQUIRED ii L2M 811 Cromwell Park Drive, Suite 113 Cromwell Business Park at BWI Glen Burnie, Maryland 21061 L2M @L2M.com Phone 410.863.1302 Fax 410.863.1308 CONSULTANT: Harold Hart. P.E. CONSULTING ENGINEER S a -2719 ,; S b •41 NI. k THE PICTURE PEOPLE 1800 10TH STREET SUITE 300 PLANO, TX 75074 S c S d SWITCH BANK DETAIL N.T.S. NOTE: SWITCHES SHALL BE INSTALLED BETWEEN STUDS MAKE (2) ROWS IF NECESSARY, DO NOT CUT STUDS TO ACCOMMODATE A SINGLE ROW OF SWITCHES. GENERAL NOTES A. THE TENANT SHALL PROVIDE ALL FIXTURES AND LAMPS, TRACK AND PIPING. THE TENANT'S ELECTRICAL CONTRACTOR SHALL INSTALL ALL FIXTURES AND LAMPS, TRACK AND PIPING AND COMPONENTS TO PROVIDE A COMPLETE LIGHTING SYSTEM. ANY MISCELLANEOUS ITEMS NECESSARY FOR HANGING OR SUPPORTING THE TRACK AND FIXTURES SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. B. CONDUIT HANGERS, CLAMPS, LIGHT FIXTURES, SUPPORTS, ETC. SHALL BE FASTENED TO THE TOP CHORD OF JOISTS OR BEAMS ONLY. DO NOT SUPPORT FROM METAL DECKING OR MECHANICAL DUCTWORK. TENANT'S ELECTRICAL CONTRACTOR SHALL REPAIR ANY FIREPROOFING DISTURBED BY ATTACHMENTS TO THE STRUCTURE. C. COORDINATE ALL WORK WITH OTHER TRADES. VERIFY CEILING HEIGHTS AND TYPE, CASEWORK INSTALLATION, SIGN LOCATION, ETC WITH ARCHITECTURAL PLANS AND DETAILS FOR RELATED WORK. D. NIGHT, EMERGENCY AND EXIT LIGHTING SHALL NOT BE SWITCHED. E. TENANT'S ELECTRICAL CONTRACTOR SHALL COORDINATE LOCATION WITH LANDLORD THE EXACT LOCATION AND REQUIREMENTS OF POWER, COMMUNICATION AND FIRE ALARM SYSTEM TIE —INS. F. ELECTRICAL CONTRACTOR SHALL BE PRESENT WITH THE TENANT CONSTRUCTION MANAGER IN ORDER TO AIM ALL TRACK LIGHT COMPONENTS THROUGH THE STORE PER THE TENANT CONSTRUCTION MANAGER'S DIRECTION. 01 PLAN KEY NOTES 1. INSTALL SPEAKERS (PROVIDED BY GENERAL CONTRACTOR), #16 AWG PLENUM SPEAKER WIRE, IN 1/2" CONDUIT IN WALLS. HOME RUN FOR EACH SPEAKER TO J —BOX UNDER MANAGER AREA IN BACK ROOM. SEE SHEET E -201 FOR LOCATION OF J— BOX, COIL 10' IN J —BOX. 2. AUTOMATIC SWITCH, LEVITON #002— ODS10 —IDW, OCCUPANCY SENSOR AUTOMATIC WALL SWITCH. SET TIMING SO LIGHT AND FAN TURNS OFF AFTER 120 SECONDS. 3. PROVIDE SIGNAGE CIRCUIT, COORDINATE ALL REQUIREMENTS WITH SIGNAGE PROVIDER AND LANDLORD AND CONNECT IN A CONCEALED MANNER. 4. SWITCHBANK LOCATION. SEE DETAIL. STACK GROUPS IF REQUIRED BY WALL SPACE. 5. EXHAUST FAN SHALL BE INTERLOCKED WITH WALL SWITCH. 6. THIS FIXTURE INSTALLED UNDER SHELL BUILDING CONTRACT. LIGHTING PLAN SCALE: 1/4"=1'— 0" RECEIVED NOV 17 2010 PERMIT CENTER SEPARATE PERMIT AND 4 APPROVAL REQUIRED ii L2M 811 Cromwell Park Drive, Suite 113 Cromwell Business Park at BWI Glen Burnie, Maryland 21061 L2M @L2M.com Phone 410.863.1302 Fax 410.863.1308 CONSULTANT: Harold Hart. P.E. CONSULTING ENGINEER 4201 West Gray Street Tampa, Florida 33609 Telephone: (813) 287 Fax: (813) 287 -5704 N,, S 1 ht G� (es !i ,,R p� 1, 4117 .Io.. 4 N° -� -2719 ,; : •41 NI. k THE PICTURE PEOPLE 1800 10TH STREET SUITE 300 PLANO, TX 75074 - N REV. # ISSUE/DESCRIPTION DATE PERMIT 11/03/10 SHEET TITLE: LIGHTING PLAN, LUMINAIRE SCHEDULE DRAWING DATE: 08 OCT 10 DRAWN BY: DW REVIEWED BY: DW /HH PROJECT 1 10.281 SHEET # E.101 FILE NAME: 10281 E1.dwg 1" c0 N \ TELEPHONE PAT M SERVER �� (++ p. EP 2" POS JJ^ .42" AFF 12" AFF COMMUNICATION PROVISIONS RISER TYPICAL MOUNTING HEIGHTS N.T.S. FURNISHED WITH UNIT SEE PANEL SCHEDULE MECH. EQUIP. POWER WIRING DETAILS N.T.S. NOTES: 1. ELECTRICAL CONTRACTOR SHALL COORDINATE DISCONNECT, CIRCUIT BREAKER, ASSOCIATED WIRING AND CONDUIT WITH MECHANICAL SHOP DRAWINGS PRIOR TO ORDERING ELECTRICAL EQUIPMENT. IF SIZE(S) OF ELECTRICAL EQUIPMENT REQUIRED DIFFERS FROM WHAT IS INDICATED ON ELECTRICAL PLANS, NOTIFY ELECTRICAL ENGINEER OF CHANGES. 2. DO NOT LOCATE DISCONNECT SWITCHES OVER UNIT ACCESS PANELS. 3. PROVIDE A 3/4" EMPTY CONDUIT THROUGH INACCESSIBLE LOCATIONS (LE. WALLS, UNDER SLAB) FOR CONTROL WIRING. COORDINATE WITH MECHANICAL PLANS. 4. ELECTRICAL DESIGN IS BASED ON THE MANUFACTURER AND MODEL NUMBER LISTED ON THE MECHANICAL PLANS. IF THERE IS AN EQUAL OR ALTERNATE MANUFACTURER PROVIDED, THE MECHANICAL /GENERAL CONTRACTOR SHALL BEAR ANY AND ALL ADDITIONAL COST RELATED TO THE ELECTRICAL CHANGES ASSOCIATED WITH SUCH SUBSTITUTIONS. 5. ELECTRICAL CONTRACTOR SHALL INSTALL ALL STARTERS FURNISHED BY MECHANICAL CONTRACTOR UNLESS STARTERS ARE SPECIFICALLY NOTED ON MECHANICAL PLANS TO BE FACTORY INSTALLED (SEE NOTE 4). MAKE ALL FINAL CONNECTIONS. SELLING STATION A -2 MOH ®PP1 GENERAL NOTES A. ELECTRICAL CONTRACTOR SHALL COORDINATE DATA /PHONE /POWER OUTLET LOCATIONS WITH CASEWORK OPENINGS. SEE CASEWORK FIXTURE SHEETS PRIOR TO ROUGH —IN. B. COORDINATE ALL WORK WITH OTHER TRADES. VERIFY CEILING HEIGHTS AND TYPE, CASEWORK INSTALLATION, SIGN LOCATION, ETC., WITH ARCHITECTURAL PLANS AND DETAILS FOR RELATED WORK. INSTALLATION, SIGN LOCATION, ETC., WITH ARCHITECTURAL PLANS AND DETAILS FOR RELATED WORK. C. ALL DUPLEX RECEPTACLES SHALL BE 20 AMPS, UNLESS OTHERWISE NOTED. ALL ISOLATED GROUND RECEPTACLES SHALL BE HUBBELL #IG- 5362 —OR AND BE GROUNDED AT TRANSFORMER WITH EQUIPMENT GROUND. D. FIRE ALARM SYSTEM (IF APPLICABLE) SHALL BE AN EXTENSION OF THE EXISTING LANDLORD SYSTEM. LANDLORD'S FIRE ALARM CONTRACTOR MUST INSPECT AND OR PERFORM ALL WORK INCLUDING RELOCATION OF CEILING SMOKE DETECTORS AND TESTING. PROVIDE ALL DEVICES INDICATED MATCHING SYSTEM AND ALL EQUIPMENT AND CONNECTIONS PER LANDLORD REQUIREMENTS. E. PROVIDE DUCT DETECTORS AS LOCATED ON MECHANICAL DRAWINGS. F. CEILING RECEPTACLES FOR STUDIOS AND COMMUNICATION OUTLETS ARE INDICATED ON SHEET E -101 FOR COORDINATION. SEE SHEET E -101 FOR LOCATIONS AND CIRCUITS. CEILING RECEPTACLES AND PLATES SHALL BE WHITE OR MATCH CEILING. PROVIDE 2" CONDUIT ROUTED ABOVE ANY SECTIONS OF INACCESSIBLE CEILING FOR PLASMA CABLES (TYPICAL). G. ELECTRICAL CONTRACTOR SHALL COORDINATE LOCATION WITH LANDLORD THE EXACT LOCATION OF POWER, COMMUNICATION AND OTHER SYSTEM TIE —INS. A-32 0I PLAN KEY NOTES 1. SALES COUNTER OUTLETS SHALL BE HUBBELL IG -5362 RECEPTACLES AND COMMUNICATION OUTLETS AND COORDINATED WITH OWNER AND MILLWORK DRAWINGS. RECEPTACLES AND COMMUNICATIONS OUTLETS SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR. 2. SAW CUT FLOOR AS REQUIRED FOR INSTALLATION OF CONDUIT. PROVIDE (1) 2 "C FOR DATA TO ACCESSIBLE CEILING FOR COMMUNICATIONS CABLES, POWER CONDUIT SHALL BE 1 ". COORDINATE COMMUNICATIONS WIRING BY OWNER, PROVIDE CONNECTIONS TO MC CABLE WITH GROUND FOR RECEPTACLE CIRCUITS IN MILLWORK. PATCH FLOOR AS REQUIRED. COORDINATE WITH GENERAL CONTRACTOR PRIOR TO CUTTING AND PATCHING. 3. CONTRACTOR SHALL SUPPLY THE FOLLOWING FOR THE PROCESSOR, RECEPTACLE NEMA L5 -20R TWIST LOCK; PLUG, NEMA L5 -20P (PLUG SHALL BE WIRED SINGLE PHASE WITH A GROUND); WIRE, EIGHTEEN LINEAR FEET OF 600 V. CAROL 12/2 90 DEGREES C, L WATER RESISTANT SOW CSA ( -40 DEGREES C) FT- 2P -7K- 1030033 —MSHA WIRE. WIRE THE MALE CONNECTOR PLUG FOR THE PHOTO LAB UNIT. ALSO SUPPLY A STANDARD 20 AMP OUTLET NEMA 5 -20R. BOTH RECEPTACLES SHALL BE IN METAL POWER POLE WHEN RECEPTACLES ARE .INDICATED AT THE UNIT AS AN ISLAND, NOT IN A WALL. COORDINATE LOCATION. 4. ELECTRIC WATER HEATER CONNECTION. COORDINATE EXACT LOCATION WITH PLUMBING CONTRACTOR AND MECHANICAL DRAWINGS. 5. PROVIDE J —BOX AT 18" A.F.F. WITH PULL STRING TO BE USED FOR SPEAKER WIRES, GENERAL CONTRACTOR TO CONNECT SPEAKERS. 6. SEE MECHANICAL DRAWINGS FOR EXACT LOCATION OF MECHANICAL EQUIPMENT. 7. SERVER RECEPTACLES SHALL BE HUBBELL (2) NEMA 5 -20R, 20 AMP MOUNTED 18" A.F.F. PROVIDE A SEMI — RECESSED METAL WIRING GUTTER WITH 4 "X4" OPENINGS FOR CABLING BY TENANT. ALL PER COMM. PROVISIONS RISER. TROUGH MOUNTED AT 90" A.F.F. (ABOVE TELEPHONE BACKBOARD). 8. RECEPTACLE FOR SELLING STATION OR SCANNER, USE DEDICATED NEUTRAL AND COORDINATE EXACT LOCATION WITH ARCHITECTURAL DRAWINGS. 9. FLUSH MOUNTED JUNCTION BOX FOR HAND DRYER. MOUNT AT 48" A.F.F. VERIFY MOUNTING HEIGHT WITH GENERAL CONTRACTOR PRIOR TO ROUGH —IN. 10. RIGID CONDUIT FROM PHONE /DATA OUTLET IN WALL AND UP TO 6" ABOVE CEILING. A -26 -DOOR CHIME MOUNTED 6" --- BE,LOW -C- 3LING --PROV DE-•- LOW VOLTAGE 1NIRINC TO POSH BUTTON AT SERVICE DOOR TRANSFORMER MOUNTED ABOVE CEILING SHALL BE COMPATIBLE WITH BUZZER AND DOOR CHIME PUSH BUTTON MOUNTED AT 48" A.F.F. HEATH ZENIT #SL6164. POWER PLAN, SCALE: 1/4"=V-0" l0- 3l 3 RECEIVED NOV 17 2010 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED L2M 811 Cromwell Park Drive, Suite 113 Cromwell Business Park at BWI Glen Bumie, Maryland 21061 L2M @L2M.com Phone 410.863.1302 Fax 410.863.1308 CONSULTANT: Harold Hart. P.E. CONSULTING ENGINEER 4201 West Gray Street : Tampa, Florida 33609 Telephone: (813) 287 -2719 Fax: (813) 287 -5704 of +G�oIrk 3� ", col %k... \ POW THE PICTURE PEOPLE 1800 10TH STREET SUITE 300 PLANO, TX 75074 - N 1) REV. # ISSUE/DESCRIPTION DATE PERMIT 11/03/10 SHEET TITLE: POWER PLAN DRAWING DATE: 08 OCT 10 DRAWN BY: DW REVIEWED BY: DW /HH PROJECT 1 10.281 SHEET 1 E.201 FILE NAME: 10281 E2.dwg • THE PICTURE PEOPLE TYPICAL ELECTRICAL, DATA AND VOICE WIRING REQUIREMENTS 24 PORT CAT 6 PATCH PANEL WITH BRACKETS 4201 West Gray Street : Tampa, Florida 33609 Telephone: (813) 287 -2719 Fax: (813) 287 -5704 SP" GENERAL NOTES FRONT SALES 1 QUAD POWER OUTLET (NEMA 5 -15R) PER SELLING STATION LOCATION. 1 CAT 6 DATA DROP PER SELLING STATION LOCATION 1 DEDICATED 15 AMP CIRCUIT PER EACH SET OF 2 SELLING STATIONS -, "1 A ION N R PORT 1 LABEL: CIS F1 F1 PORT 2 LABEL: LP : LP PORT 3 LABEL: PORT 4 LABEL: SS2 PORT 5 LABEL: SS3 PORT 6 LABEL: SS4 PORT 7 LABEL: SS5 PORT 8 LABEL: SS6 PORT 9 LABEL: B01 PORT 10 LABEL: PP1 PORT 11 LABEL: PP2 INSTALL ONLY IF THE STUDIO IS RECEIVING 2 PHOTO PRINTERS) PORT 12 LABEL: LPB1 PORT 13 LABEL: X01 PORT 14 LABEL: CR PORT 15 LABEL: NONE LEAVE BLANK PORT 16 LABEL: NONE LEAVE BLANK PORT 17 LABEL: NONE LEAVE BLANK PORT 18 LABEL: NONE LEAVE BLANK PORT 19 LABEL: NONE LEAVE BLANK PORT 20 LABEL: NONE LEAVE BLANK PORT 21 LABEL: NONE LEAVE BLANK PORT 22 LABEL: NONE LEAVE BLANK PORT 23 LABEL: BUM (NEED TO CONVERT TO RJ11 FROM RJ45) PORT 24 LABEL: T1 OR DSL (DEPENDING ON THE TYPE OF DIGITAL LINE T1 OR DSL THAT WILL BE THE LABEL FOR PORT 24) . NOTE: THE CORRESPONDING JACK SHOULD HAVE THE SAME LABEL DESIGNATION A. B. C. PLEASE BID ALL PICTURE PEOPLE PROJECTS BY ADDRESSING THE TELECOMMUNICATIONS BEING SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR. IF FURTHER INFORMATION IS REQUIRED, PLEASE CONTACT THE PROJECT CONTACT ON SHEET A -000 OR THE PROJECT COORDINATOR. TELECOMMUNICATION SCOPE OF WORK SHOULD NOT BE EXCLUDED OR QUALIFIED AS EXCLUDED IN THE PROJECT BID ESTIMATE. WIRE SPEAKERS BACK TO J —BOX AT PRINTING AREA. SEE KEY NOTE #5 ON SHEET E -201. PLEASE CONTACT THE PICTURE PEOPLE FOR THE COMPLETE SCOPE OF WORK FOR DATA AND COMMUNICATIONS. SEE A -000 FOR CONTACT PERSON. (1) DEDICATED 15 AMP CIRCUIT QUAD POWER OUTLETS (NEMA 5 -15R) PER NORITSU DDP 610 PHOTO PRINTER. FOR NORITSU 3202 PHOTO PRINTER SEE NANCY RACITI. POWER OUTLET SHOULD BE INSTALLED WHERE PRINTER IS (1 -2) CAT 6 DATA DROPS. THIS NUMBER IS DEPENDANT ON THE NUMBER OF PHOTO PRINTERS BEING INSTALLED. POWER OUTLET SHOULD BE INSTALLED WHERE PRINTER IS LOCATED. PRINTER LOCATION VARIES PER STUDIO. IN CERTAIN STUDIOS THE PHOTO PRINTER MAY BE LOCATED IN THE MIDDLE FLOOR SPACE OF THE BACK OFFICE AND NOT NECESSARILY INSTALLED AGAINST THE WALL. IF THIS IS THE CASE A POLE WILL NEED TO BE INSTALLED COME DOWN FROM THE CEILING WITH POWER AND DATA DROP PP1 & PP2. PP2 WILL ONLY BE INSTALLED IF THE STUDIO WILL BE INSTALLED WITH 2 PHOTO PRINTERS. TELECOM BACKBOARD 1 NEMA 5 -15R) DEDICATED CIRCUIT WITH (2) QUAD POWER OUTLETS PER CHECK IN / POS STATION 2 CAT 6 DATA NOROPS PER CHECK IN / POS LOCATION (XT10, AND XT11) 2 CAT 6 VOICE DROPS WITH RJ11 CONNECTIONS. ON ONE SET OF WIRES THE BROWN WIRE SHOULD BE SPLIT OFF AND AN RJ11 JACK ADDED FOR THE GIFT CARD READER. THESE VOICE JACKS SHOULD BE A DIFFERENT COLOR THAN THE DATA PORTS. TERMINATION FOR VOICE CABLES SHOULD BE ON A 66 BLOCK AT THE TELEPHONE BACK BOARD (GCR) CAMER ROOM (TYPICAL OF 3 ROOMS) ASSUMPTION IS THAT THE TELEPHONE BACKBOARD EXISTS IN THE STUDIO WITH (1) 66 BLOCK TO BE USED BY THE LOCAL TELCO VENDOR (LEC). THIS CONNECTION IS USUALLY PROVIDED BY THE MALL AND IS CONNECTED FROM THE MAIN TELEPHONE ROOM OF THE MALL TO THIS LOCATION. IF NOT PRESENT THE CABLING VENDOR SHALL PULL NEW CABLE AND TERMINATE ON BOTH ENDS TO A 66 BLOCK, I.E. STUDIO BACKBOARD AND MAIN TELEPHONE ROOM OF THE MALL. A SECOND 66 BLOCK TO TERMINATE THE VOICE STATION CABLES. (1) CAT 6 CABLE FROM PORT 24 OF THE PATCH PANEL TO THE TELEPHONE BACKBOARD. AT THE BACKBOARD THE CABLE WITH AN RJ45 CONNECTOR SHOULD BE LEFT COILED AND LABELED AS PORT 24. (1) CAT 6 CABLE FROM PORT 23 OF THE PATCH PANEL TO THE TELEPHONE BACKBOARD. AT THE BACKBOARD THE CABLE SHOULD BE PUNCHED DOWN TO AN RJ11 BISCUIT BLOCK LABELED CISCO BACK —UP MODEM. ON PORT 23 OF THE PATCH PANEL THE CONNECTION WILL NEED TO BE CONVERTED TO AN RJ11 CONNECTION AND LABELED AS BUM (BACK UP MODEM). (1) DEDICATED EQUIPMENT. 15 5CA CIRCUIT POWER OUTLETS (NEMA 5 -15R) TO BE LOCATED BELOW THE BACKBOARD TO BE DATA DROP WALL PLATE LABELS FRONT OFFICE 1 DUPLEX OUTLET MTD FOR BACKDROP —SEE REFLECTED CEILING PLAN 1 CEILING MTD DUPLEX OUTLET FOR HAIR LIGHT— SEE REFLECTED CEILING PLAN 1 CEILING MTD DUPLEX FOR PHOTOGRAPHERS UMBRELLA— SEE REFLECTED CEILING PLAN 0 1 DUPLEX OUTLET (NEMA 5 -15R) 1 CAT 6 DATA DROP BACK OFFICE COUNTER AREA DATA DROPS TO BE SPREAD OUT IN THE WORK TABLE AREA OF THE BACK OFFICE SIDE BY SIDE WITH QUAD POWER OUTLETS (NEMA 5 -15R) PER DATA DROP. (3) CAT 6 DATA DROPS (BACK OFFICE COMPUTER AND LASER PRINTER). (1) CAT 6 VOICE DROP WITH RJ11 CONNECTION. THE BROWN WIRE SPLIT OFF FOR MUSIC ON HOLD AND TERMINATED WITH AN RCA JACK. THIS VOICE JACK SHOULD BE A DIFFERENT COLOR THAN THE DATA PORTS. TERMINATION FOR VOICE CABLE SHOULD BE ON A 66 BLOCK AT THE TELEPHONE BACK BOARD (MOH) PATCH PANEL PLACEMENT CIS — FOR CHECK IN / POS STATION 1 (LOCATED UNDER CASHWRAP) LPF1 — LASER PRINTER FRONT 1 (LOCATED UNDER CASHWRAP) SS1 — FOR SELLING STATION 1 SS2 — FOR SELLING STATION 2 SS3 — FOR SELLING STATION 3 SS4 —FOR SELLING STATION 4 SS5 — FOR SELLING STATION 5 SS6 — FOR SELLING STATION 6 1 24 PORT CAT 6 DATA PATCH PANEL WITH MOUNTING BRACKETS ( ) PATCH PANEL MUST BE MOUNTED AT 7-6" ABOVE THE FLOOR. SERVER RACK / STORAGE CABINET A SERVER RACK WILL BE PROVIDED BY THE PICTURE PEOPLE. NET WEIGHT 255.00 LBS. (115.91 KG) MAXIMUM HEIGHT 51.70 INCHES (13 13 MM) MAXIMUM WIDTH 23.50 INCHES (5597 MM) MAXIMUM DEPTH 42.20 INCHES (1072 MM) SHIPPING WEIGHT 301.00 LBS. ( 136.82 KG) (1) DEDICATED HARDWARE. POWER OUTLET (NEMA 5 -20R) FOR SERVER RACK THAT STORES SERVER DICATER I0 AMP CIRCUIT H WITH B01 (WALL COUNTER)— BACK OFFICE SELLING STATION PP1 — PHOTO PRINTER 1 PP2 — PHOTO PRINTER 2 INSTALL ONLY IF THE STUDIO IS RECEIVING 2 PHOTO PRINTERS) LPB1 (WALL COUNTER)— LASER PRINTER BACK 1 X01 (WALL COUNTER)— EXTRA DATA PORT XT12 ON ONE PORT (RJ11) AND MOH ON A SECOND PORT (RCA JACK). THESE VOICE DROPS SHOULD BE A DIFFERENT COLOR THAN THE DATA PORTS.' STUDIO #3 STUDIO #2 --- 171NAITIN AREA DATA PLAN SCALE: 1 /4 " =1' -0" bw- 3F3 RECEIVED NOV 17 2010 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED L2M 811 Cromwell Park Drive, Suite 113 Cromwell Business Park at BWI Glen Burnie, Maryland 21061 L2M ®L2M.com Phone 410.863.1302 Fax 410.863.1308 CONSULTANT: Harold Hart. P.E. CONSULTING ENGINEER 4201 West Gray Street : Tampa, Florida 33609 Telephone: (813) 287 -2719 Fax: (813) 287 -5704 SP" ® , qG 0 ' m 5 0� , 14;1;1 gi f \V�: • •. THE PICTURE PEOPLE 1800 10TH STREET SUITE 300 PLANO, TX 75074 N 1) REV. # ISSUE I DESCRIPTION DATE PERMIT 11/03/10 SHEET TITLE: DATA PLAN DRAWING DATE: 08 OCT 10 DRAWN BY: DW REVIEWED BY: DW /HH PROJECT 1 10.281 SHEET # E.301 FILE NAME: 10281 E3 .dwg ar TENANT SPACE TO LANDLORD'S FIRE ALARM SYSTEM RTU -1 5 FIRE ALARM PARTIAL RISER DIAGRAM N.T.S. NOTES: 1. THIS DIAGRAM IS A GENERAL REPRESENTATION. REFER TO FLOOR PLANS FOR EXACT QUANTITY AND LOCATION OF DEVICES. 2. COORDINATE ALL WORK WITH LANDLORD'S DESIGNATED FIRE ALARM CONTRACTOR. 3. TENANTS CONTRACTOR SHALL PROVIDE AND INSTALL RACEWAY PER LANDLORD SYSTEM REQUIREMENTS. 4. TENANT'S CONTRACTOR SHALL INCLUDE COST OF TESTING AND PROGRAMMING OF ADDED DEVICES. COORDINATE WITH LANDLORD'S FIRE ALARM SYSTEM CONTRACTOR. 5. ALL WORK ON FIRE ALARM SYSTEM SHALL BE PERFORMED ONLY BY LANDLORD'S FIRE ALARM CONTRACTOR AND CONTRACTED AND PAID FOR BY TENANT'S CONTRACTOR. FIRE ALARM SYMBOL LEGEND Eli FIRE ALARM COMBINATION HORN /STROBE FIRE ALARM PULL STATION FIRE ALARM STROBE SHUT DOWN RELAY REMOTE LED DUCT SMOKE DETECTOR EX EXISTING DEVICE 0 0 - --) LANDLORD'S ELECTRICAL LANDLORD'S EXISTING 480V METER CENTER TO REMAIN e LI I ® LOAD SERVED COND PHASE NEUT GND O IU I O L2 II. DMD BKR COND PHASE NEUT In OIL CKT 1 LTG: NIGHT /EMERG. /EXIT 1/2" #12 O IU I O „ I 0 0 CO N T ■ EXIST. GROUND —c� S TENANT'S SPACE (120/208V, 3PH) T�1 EXIST. PANEL FLOOR EXISTING POWER RISER DIAGRAM N.T.S. SERVICE RISER NOTES: 0 LANDLORD'S EXISTING 480Y/277V, 30, 4W METER CENTER TO REMAIN. EXISTING 4 #3, 1 #8 E.G. IN 1 1/4" C. TO REMAIN. 0 EXISTING 4 #4/0, 1 #4 E.G. IN 2 1/2" C. TO REMAIN. 0 EXISTING PANELBOARD TO REMAIN. SEE PANEL SCHEDULE THIS SHEET. 0 EXISTING TIMECLOCK TO REMAIN. 0 PROVIDE NEW TIMECLOCK, TORK #W300L OR EQUAL BY INTERMATIC. 0 EXISTING 75KVA TRANSFORMER TO REMAIN. UPDATED: 11/3/2010 1:29 pm ISSUED FOR: APPROVAL EXISTING PANEL 'A'O EXIST. PANEL TO REMAIN LOCATION: PRINT ROOM MAIN: 225A MLO CONN. LOAD: 39.2 KVA VOLTAGE: 208Y/120V SYSTEM: 30, 4W FEED: TOP TRIM: SURFACE BUS RATING 225A GROUND "BUS: YES CKT LOAD SERVED COND PHASE NEUT GND BKR DMD L1 L2 L3 DMD BKR COND PHASE NEUT GND LOAD SERVED CKT 1 LTG: NIGHT /EMERG. /EXIT 1/2" #12 #12 #12 20/1 L 7 R 20/1 1/2" #12 #12 #12 RECEPT: TELE. BACKBOARD 2 365 3 LTG: PRINT /RESTROOM 1/2" #12 #12 #12 20/1 L 307 cli R 20/1 1/2" #12 #12 #12 RECEPT: CHANGING ROOM 4 5 LTG: SALES 1/2" #12 #12 #12 20/1 L REV, # R 20/1 1/2" #12 #12 412 RECEPTS: PRINT ROOM /SALES 6 1080 7 LTG: STUDIO 1/2" #12 #12 #12 20/1 L R 20/1 1/2" #12 #12 #12 RECEPT: MANAGER DESK 8 360 9 LTG: TRACK 1/2" #12 #12 #12 20/1 L DRAWN BY: 450 DW R 20/1 1/2" #12 #12 #12 RECEPT: SERVER 10 11 LTG: TRACK 1/2" #12 #12 #12 20/1 L R 20/1 1/2" #12 #12 #12 RECEPT: SERVER 12 600 13 LTG: TRACK 1/2" #12 #12 #12 20/1 L R 30/2 1/2" • #10 #10 #10 PROCESSOR 14 28D0 1 6 15 RECEPTS: CAMERA UMBRELLAS 1/2" #12 #12 #12 20/1 R R #10 2800 17 RECEPTS: CAMERA UMBRELAS 1/2" #12 #12 #12 20/1 R R 20/1 1/2" #12 #12 #12 RECEPTS: RESTROOM/CU/EWC 18 1040 19 RECEPTS: CAMERA UMBRELLAS 1/2" #12 #12 #12 20/1 R 880 R 20/1 1/2" #12 #12 #12 RECEPT: PRINTING STATION 20 21 SPARE - - - - 20/1 - R 20/1 1/2' #12 #12 #12 RECEPTS: BACKDROP 22 540 23 SPARE 20/1 R 20/1 1/2" #12 #12- #12 RECEPTS: STUDIO 24 540 25 LTG: SIGN 1/2" #12 #12 #12 20/1 L 17200 R 20/1 1/2" #12 #12 #12 RECEPT: CASHWRAP 26 27 TIMECLOCK 1/2" #12 #12 #12 20/1 N R 20/1 1/2" #12 #12 #12 RECEPTS: SELLING STATION 28 720 29 SPARE - - - - 20/1 - R 20/1 1/2" #12 #12 #12 RECEPTS: SEWNG STATION 30 720 31 SPARE - - - - 20/1 R 20/1 1/2" #12 #12 #12 RECEPTS: SEWNG STATION 32 720 33 SPARE — — — — 20/1 — - 20/1 — — — — SPARE 34 _ 35 SPARE — — — — 20/1 — R 20/1 1/2" #12 #12 #12 RECEPT: SHOW WINDOW 36 360 37 RTU -1 3/4" #8 #8 #10 45/3 A 3326000 R 20/1 1/2" #12 #12 #12 RECEPT: SHOW WINDOW 38 #8 A 3200_ W 50/2 1/2" #8 - #10 INST -A -HOT 40 39 4160 42 #8 A 3200 W #8 41 INTERRUPT RATING: 12315 13877 13012 FROM: METER CENTER DEMAND MINIMUM LOADS (IN VA ) CONNECTED FACTOR FEEDER LIGHTING 4604 1.25 5755 DEMAND MINIMUM LOADS CONNECTED FACTOR FEEDER NON— SEASONAL MOTORS 0 1.0 0 REMAINING CONTINUOUS LOADS 0 1.25 0 REMAINING NON — CONTINUOUS LOADS 200 1.0 200 RECEPTS TO 10 KVA 10000 1.0 10000 DEMAND LOADS 0 1.0 0 LARGEST MOTOR 0 0.25 0 RECEPTS REMAINING 6480 0.5 3240 TOTAL CONNECTED LOAD 39.2 KVA 108.9 AMPS WATER HEATING 8320 1.0 8320 SPACE HEATING 0 0.0 0 KITCHEN EQUIP. 0 1.0 0 MIN. FEEDER /PANEL CAP. 37.1 KVA 103.1 AMPS AIR CONDITIONING 9600 1.0 9600 OVERALL DEMAND FACTOR 0.95 0 PROVIDE WITH BOLT —ON BREAKERS AND ISOLATED GROUND BUS. O VIA TIME CLOCK #1. O VIA TIME CLOCK #2. O LOCKABLE BREAKER LOCKED IN "ON" POSITION. O ISOLATED GROUND CIRCUIT. 0 BREAKER SHALL BE 'HACR' TYPE. Did -3( 3 00 RECEIVED NOV 17 2010 PERMIT CENTER SEPARATE 4 PERMIT AND APPROVAL REQUIRED L2M 811 Cromwell Cromwell Glen Burnie, L2M @L2M.com Phone Fax 113 Park Drive, Suite Business Park at BWI Maryland 21061 410.863.1302 410.863.1308 CONSULTANT: Harold Hart. P.E. CONSULTING ENGINEER 4201 West Gray Street : Tampa, Florida 33609 Telephone: (813) 287 -2719 Fax: (813) 287 -5704 4c1 t. Qia cc' A `z. ' ` ` eV { m` - `a '44 .Ni‘.. • •, I THE PICTURE PEOPLE 1800 10TH STREET SUITE 300 PLANO, TX 75074 (1.0) 7 Immommum4 Z Jp �o Q Z (1) Ct cli W '4C Z 11,i) W S' ;• TU i Q 1 D -RIE I- v �O � v J • t•-•1 rail REV, # ISSUE I DESCRIPTION DATE PERMIT 11/03/10 SHEET 11111: SERVICE RISER, PANEL SCHEDULE, DETAILS DRAWING DATE: 08 OCT 10 DRAWN BY: REVIEWED BY: DW DW /HH PROJECT / 10.281 SHEET / E-401 FILE NAME: 10281 E4.dwg • ELECTRICAL SPECIFICATIONS 1. MATERIALS AND INSTALLATION, AS A MINIMUM, ARE TO CONFORM WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE, THE LATEST EDITION OF N.F.P.A., AND THE LATEST EDITIONS OF THE LOCAL CODES AND ORDINANCES, INCLUDING ALL AMENDMENTS TO THE N.E.C. EQUIPMENT, WHERE APPLICABLE, WILL BE LISTED WITH THE UNDERWRITERS LABORATORIES, INC. QUALITY AND WORKMANSHIP ESTABLISHED BY DRAWINGS AND SPECIFICATIONS ARE NOT TO BE REDUCED BY THE ABOVE MENTIONED CODES. 2. BIDDERS ARE TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK. THE SUBMISSION OF A BID WILL BE EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD AN EXAMINATION BEEN MADE, WILL NOT BE ALLOWED. 3. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST-CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM IS TO BE FULLY OPERABLE AND ACCEPTANCE OF THIS SYSTEM BY THE ENGINEER /ARCHITECT MUST BE A CONDITION OF THE SUB CONTRACT. 4. ALL WORK TO BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 5. CONTRACTOR TO GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE. 6. CORRECTION OF ANY DEFECTS TO BE COMPLETED WITHOUT ADDITIONAL CHARGE AND TO INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 7. ALL REQUIRED INSURANCE TO BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY OF PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 8. CONTRACTOR TO PAY FOR ALL PERMITS, FEES INSPECTIONS AND TESTINGS. 9. ELECTRICAL INSTALLATION TO MEET ALL STANDARD REQUIREMENTS OF LOCAL POWER AND TELEPHONE COMPANIES. ELECTRICAL CONTRACTOR SHALL CONTACT LOCAL POWER AND TELEPHONE COMPANIES PRIOR TO START OF CONSTRUCTION. 10. ALL WIRING SHALL BE IN CONDUIT UNLESS OTHERWISE NOTED, MINIMUM WIRE SIZE SHALL BE #12 AWG, EXCLUDING CONTROL WIRING. ALL CONDUCTORS SHALL BE COPPER WITH THWN /THHN INSULATION. CONDUCTORS #10 AND SMALLER MAY BE SOLID; ALL THOSE #8 AND LARGER TO BE STRANDED. 11. ALL UNDERGROUND RACEWAYS SHALL BE MINIMUM 3/4 ", GALVANIZED RIGID STEEL CONDUIT OR SCHEDULE 40 PVC. ALL OTHER RACEWAYS TO COMPLY WITH GOVERNING CODES. WHERE RIGID STEEL IS USED, IT SHALL BE COMPLETELY COATED WITH AN ALKALI AND RUST RESISTANT BITUMASTIC PAINT, KOPPER NO. 50, AND THREADS SHALL BE COATED WITH ZINC CHROMATE. RIGID STEEL SHALL ALSO BE USED WHEN CONDUIT IS EXPOSED TO EXTERIOR ENVIRONMENT SUCH AS EXTERIOR OF BUILDING OR WHERE IT IS EXPOSED AND SUBJECT TO DAMAGE, INSIDE OF BUILDING. 11.1 ALL UNDERGROUND SERVICE CONDUITS /RACEWAYS ENTERING BUILDING OR STRUCTURE FROM OUTSIDE TO INSIDE SHALL BE SEALED, INCLUDING SPARE CONDUITS. SEALANT SHALL BE SUITABLE FOR THIS USE. 12. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET. OR DAMP LOCATIONS, AND BE OF SPECIAL CONSTRUCTION FOR OTHER CLASSIFIED AREAS. ALL BOXES SHALL BE RECESSED (FLUSH) IN WALLS OR CEILINGS WHENEVER POSSIBLE. 13. DISCONNECT SWITCHES SHALL BE H.P. RATED, GENERAL DUTY, QUICK -MAKE, QUICK -BREAK TYPE. ENCLOSURES SHALL BE AS REQUIRED BY N.E.C. AND LOCATION (WEATHERPROOF, EXPLOSION PROOF, ETC.). ENGRAVED LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL DISCONNECT SWITCHES, CONTACTORS AND STARTERS. 13.1. ALL FUSES FOR SAFETY SWITCHES SHALL BE DUAL ELEMENT, CARTRIDGE TYPE. FUSES SHALL BE THOSE MANUFACTURED BY EITHER BUSSMAN OR LITTLEFUSE. THE CONTRACTOR SHALL FURNISH TO THE OWNER ONE SPARE FUSE FOR EACH SIZE AND TYPE OF FUSE INSTALLED. FUSES 600 AMPS OR LESS SHALL BE CLASS RK1, TYPICAL UNLESS OTHERWISE NOTED. FUSES OVER 600 AMPS SHALL BE CLASS L. 14. ALL GENERAL PURPOSE SWITCHES AND RECEPTACLES SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER. CATALOG NUMBERS LISTED ARE LEVITON: HOWEVER, COMPARABLE DEVICES BY PASS & SEYMOUR, BRYANT, OR ARROW HART WILL BE ACCEPTED. COLOR OF DEVICES AND PLATES SHALL BE DICTATED BY ARCHITECT /OWNER. A. SWITCHES: LEVITON #CSB1 -20I B. RECEPTACLES: LEVITON #BR20 -I C. COVER PLATES: SMOOTH PLASTIC NOTE: ALL OTHER REQUIRED DEVICES SHALL MATCH IN COLOR AND STYLE. 15. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM, AND PROVIDE ALL NECESSARY DEVICES AND COMPONENTS FOR EQUIPMENT BE PLACED IN PROPER WORKING ORDER. 16.1. A SEPARATE, GREEN TYPE THW COPPER GROUND CONDUCTOR SHALL BE RUN FROM GROUND LUG OF EACH GROUNDED RECEPTACLE TO AN APPROVED CONNECTION INSIDE THE ENCLOSING STEEL OUTLET BOX. DEVICE MOUNTING SCREWS SHALL NOT BE CONSIDERED AN APPROVED GROUND. 16.2. A SEPARATE GROUND CONDUCTOR SHALL BE INSTALLED IN EVERY CONDUIT AND RACEWAY AND SECURELY BONDED IN AN APPROVED GROUNDING TERMINAL AT BOTH ENDS OF THE RUN. THE GROUNDING CONDUCTOR SHALL BE SIZED IN ACCORDANCE WITH TABLE 250 -122 OF THE N.E.C. CONTRACTOR SHALL SIZE CONDUIT TO ACCOMMODATE ADDITIONAL CONDUCTOR. 16.3. GROUND RODS SHALL BE 5/8" DIAMETER, TEN (10) FEET LONG COPPERCLAD STEEL. OBTAIN TWENTY FIVE (25) OHMS MAXIMUM RESISTANCE AS READ WITH AN OHM METER, USING TWO REFERENCE RODS. IF TWENTY FIVE (25) OHMS CANNOT BE ACHIEVED, CONTRACTOR SHALL PROVIDE ADDITONAL RODS, UNTIL TWENTY FIVE (25) HAS BEEN OBTAINED. 17. LOAD DATA IS BASED ON INFORMATION GIVEN ENGINEER AT THE TIME OF DESIGN. VERIFY ALL EQUIPMENT NAMEPLATE RATINGS BEFORE ORDERING. 18. CIRCUITS SHOWN ON PLANS ARE TO DETERMINE LOAD DATA AND PANEL SIZES. THE CONTRACTOR IS TO PROVIDE CIRCUITS AND ROUTING OF CONDUITS TO SUIT JOB CONDITIONS. 19. FURNISH AND INSTALL DISCONNECT SWITCHES, WIRING, AND CONNECTIONS ON AIR CONDITIONING SYSTEM AS SHOWN ON PLANS. ELECTRICAL CONTRACTOR SHALL VERIFY AND COORDINATE WITH MECHANICAL CONTRACTOR REGARDING SUPPLY AND INSTALLATION OF ALL REQUIRED CONTROLS. 20. THE DISCONNECT SWITCH, FUSE SIZES, CONDUIT AND WIRE SHOWN FOR ALL HVAC ARE SIZED PER THE MANUFACTURER, AND MODEL NUMBER LISTED ON THE MECHANICAL PLANS. IF THERE IS AN EQUAL MANUFACTURER, OR OTHER MANUFACTURER PROVIDED, THE MECHANICAL/ GENERAL CONTRACTOR SHALL BEAR ANY ADDITIONAL COST INCURRED IF THE ELECTRICAL IS NOT EQUAL TO SPECIFICATIONS. 21. ALL SWITCHGEAR, PANELS, STARTERS, CONTACTORS ETC., SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER, THE SYSTEM DESIGN IS BASED ON SQUARE "D "; HOWEVER, COMPARABLE EQUIPMENT BY SIEMENS, G.E. AND CUTLER HAMMER ONLY WILL BE ACCEPTABLE. TANDEM AND HALF -SPACE CIRCUIT BREAKERS SHALL NOT BE USED. 21.1. TYPEWRITTEN CIRCUIT INDEX SHALL BE AFFIXED TO INSIDE SURFACE OF EACH PANELBOARD DOOR, CLEARLY INDICATING AREA AND TYPE OF LOAD SERVED BY EACH BRANCH CIRCUIT PROTECTIVE DEVICE, INCLUDING SPARES. HAND PRINTED WILL NOT BE ACCEPTED. 21.2. ENGRAVED, LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL. PANELS AND SWITCHGEAR. PLATES SHALL BE AFFIXED TO FRONT OF PANELS, INDICATING PANEL NAME, VOLTAGE AND AMPERAGE. 22. ALL UNDERGROUND PVC CONDUIT RUNS SHALL HAVE RIGID STEEL ELBOWS AND RIGID STEEL SECTIONS AT SLAB PENETRATIONS WHERE SUBJECT TO POSSIBLE DAMAGE. 23. THE ELECTRICAL CONTRACTOR SHALL MEET AND COORDINATE WITH THE LOCAL POWER COMPANY AT THE SITE PRIOR TO CONSTRUCTION. AT THAT TIME, THE CONTRACTOR SHALL COORDINATE ALL RELATED WORK WITH THE UTILITY COMPANY'S RESPONSIBILITIES TO MEET THE OWNER'S SCHEDULE. 24. ALL ELECTRICAL CONDUCTORS SHALL BE INSTALLED IN AN APPROVED RACEWAY, EMT, IMC, RIGID GALVANIZED CONDUIT OR SCHEDULE 40 P.V.C. TYPE 'NM', 'MC', ELECTRICAL NON- METALLIC TUBING, & FLEXIBLE METAL CONDUIT MAY BE USED FOR BRANCH CIRCUITING AS ALLOWED BY THE N.E.C. & AHJ. MAXIMUM NUMBER OF 120V CIRCUITS ALLOWED IN A COMMON CONDUIT SHALL BE SIX (6). THE CONTRACTOR SHALL STRICTLY CONFORM TO THE N.E.C. REQUIREMENTS OF DERATING FOR CONDUCTOR AMPACITY AND CONDUIT FILL. NO CONDUITS SHALL BE INSTALLED, EXPOSED ON ROOF. 24.1. CONDUCTORS SHALL BE COLOR CODED AS FOLLOWS: 208V SYSTEM 480V SYSTEM PHASE SEQUENCE NEUTRAL - WHITE NEUTRAL - WHITE ABC, TOP TO BOTTOM PHASE A - BLACK PHASE A - BROWN LEFT TO RIGHT, FRONT PHASE B - RED PHASE B - ORANGE TO BACK PHASE C - BLUE PHASE C - YELLOW GRD.CON - GREEN GRD.CON - GREEN 24.2. WHEN MAIN ELECTRICAL SERVICE HAS A WIREWAY, E.C. SHALL TAP OFF OF ALL SERVICE ENTRANCE FEEDERS (PARALLEL CONDUCTORS) FOR TOTAL AMPACITY & BALANCING. 25. CONTRACTOR SHALL BE RESPONSIBLE FOR SEALING ALL CONDUIT PENETRATIONS MADE THROUGH FIRE RATED WALLS, CEILINGS, SLABS, ETC. PENETRATION SEALS SHALL BE PER U.L. ASSEMBLY STANDARDS. 26. CONTRACTOR SHALL PROVIDE SHOP DRAWING SUBMITTALS FOR LIGHT FIXTURES, SWITCHGEAR, WIRING DEVICES, EMERGENCY GENERATOR /TRANSFER EQUIPMENT, AND ALL SYSTEMS (FIRE ALARM, SECURITY, ETC.) PROVIDE TWO (2) COPIES, TEN (10) DAYS PRIOR TO BID DATE FOR ENGINEER'S APPROVAL TO SUBMIT. ENGINEER'S APPROVAL OF THE PRIOR APPROVAL PACKAGE WILL BE CONSIDERED PRELIMINARY. FINAL APPROVAL WILL BE CONTINGENT UPON REVIEW OF FINAL SHOP DRAWINGS. ALL PROPOSED ALTERNATES MUST BE INDUSTRY STANDARD EQUALS TO THE ITEMS SPECIFIED AS THE BASIS OF DESIGN; HOWEVER, IF THE ITEMS ARE NOT CONSIDERED EQUAL BY THE ENGINEER, IT SHALL BE DISAPPROVED FOR FINAL SUBMITTAL. IF ELECTRICAL CONTRACTOR/ GENERAL CONTRACTOR DOES NOT SUBMIT SHOP DRAWINGS TO ELECTRICAL ENGINEER FOR ITEMS LISTED ABOVE, ELECTRICAL ENGINEER WILL NOT BE RESPONSIBLE FOR ANY, AND OR OMISSIONS OR ERRORS DUE TO SHOP DRAWINGS NOT SUBMITTED. SHOP DRAWINGS WILL ONLY BE REVIEWED TWICE AS PART OF THIS CONTRACT. ADDITIONAL SHOP DRAWING REVIEWS SHALL BE INVOICED AT $85.00 PER HOUR, BILLABLE TO THE SUB - CONTRACTOR, C.O.D. 27. CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF CONTRACT DRAWINGS AT JOB SITE WITH COLORED MARKINGS INDICATING PROGRESS OF WORK. THIS SET OF CONTRACT DRAWINGS IS TO BE SEPARATE FROM AND IN ADDITION TO CONTRACTOR'S CONSTRUCTION SET. EVERY UNIT OF EQUIPMENT, DEVICE, CONDUIT AND WIRE IS TO MARKED WHEN INSTALLED. USE GREEN TO INDICATE INSTALLATION AS SHOWN ON DRAWINGS AND USE RED TO INDICATE FIELD CHANGES. UPON COMPLETION OF WORK, THIS SET OF CONTRACT DRAWINGS IS TO BE TURNED OVER TO, AND BECOME PROPERTY OF THE ARCHITECT. 28. THE OWNER RESERVES THE RIGHT TO REVISE THE DRAWING FROM TIME TO TIME TO INDICATE CHANGES IN THE WORK. WHEN REVISED DRAWINGS AND /OR ANY REVISIONS ARE ISSUED, THE CONTRACTOR SHALL EVALUATE THE CHANGES PROMPTLY. BEFORE INSTALLATION OF ANY ITEM OR PERFORMANCE THE WORK INDICATED BY THE REVISED DRAWINGS OR REVISIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT /ENGINEER IN WRITING THAT THE REVISED DRAWINGS INVOLVE AN AN ADDITION OR DEDUCTION OF A SPECIFIC AMOUNT OF MONEY TO THE CONTRACT PRICE. THE CONTRACTOR SHALL NOT PROCEED WITH THE REVISED WORK WITHOUT PRIOR WRITTEN APPROVAL BY THE ARCHITECT /ENGINEER OF THE COST OF THE REVISED WORK. 29. IF ELECTRICAL CONTRACTOR HAS QUESTIONS, OR IN THEIR OPINION FINDS OMISSIONS OR ERRORS ON ELECTRICAL DOCUMENTS, IT IS THEIR RESPONSIBILITY TO BRING THIS TO THE ATTENTION OF THE ELECTRICAL ENGINEER /ARCHITECT /OWNER IMMEDIATELY. IF ELECTRICAL CONTRACTOR PROCEEDS WITH ANY CHANGES TO THE CONTRACT DOCUMENTS WITHOUT WRITTEN PRIOR APPROVAL FROM THE ELECTRICAL ENGINEER /ARCHITECT /OWNER WILL NOT BE COMPENSATED. • RECEIVED NOV 17 2010 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED Ill L2M 811 Cromwell Park Drive, Suite 113 Cromwell Business Park at BWI Glen Burnie, Maryland 21061 L2M @L2M.com Phone 410.863.1302 Fax 410.863.1308 CONSULTANT: Harold Hart. P.E. CONSULTING ENGINEER ELECTRICAL LEGEND .. ON ; u ., t , ., . Nlih, H THE PICTURE PEOPLE 1800 10TH STREET SUITE 300 PLANO, TX 75074 • :_r2 _ RT R MANUAL FIRE ALARM PULL STATION 48" AFF DUCT SMOKE DETECTOR REMOTE TEST /LED SWITCH RELAY MODULE MINI HORN SMOKE DETECTOR, PHOTOELECTRIC HEAT DETECTOR FLOW SWITCH TAMPER SWITCH SYSTEM BELL FIRE ALARM COMBINATION HORN /STROBE (75 CANDELA UON) MOUNTED AT 80" AFF OR AS SHOWN ON PLANS FIRE ALARM STROBE (75 CANDELA UON) MOUNTED AT 80" AFF OR AS SHOWN ON PLANS FIRE ALARM CONTROL PANEL FIRE ALARM ANNUNCIATOR PANEL A -I I FLUORESCENT LIGHT FIXTURE, LETTER INDICATES TYPE CONDUIT CONCEALED IN WALL OR ABOVE CEILING WITH 2 #12, 1 #12 EG CONDUCTORS IN 1/2" CONDUIT MIN UON - / CONDUIT CONCEALED BELOW FLOOR SLAB OR FINISHED GRADE WITH / \ 2 #12, 1 #12 EG CONDUCTORS IN 3/4 CONDUIT MIN UON CONDUIT EXPOSED ON WALL OR CEILING WITH 2 #12, 1 #12 EG CONDUCTORS IN 1/2" CONDUIT MIN UON 0 RECESSED LIGHT FIXTURE, LETTER INDICATES TYPE I-0 c WALL BRACKET LIGHT FIXTURE, LETTER INDICATES TYPE 0-D D POLE WITH ARM MOUNTED FIXTURE, LETTER INDICATES TYPE FIXTURE ON EMERGENCY POWER OR WITH BATTERY PACK} MM x j-► EXIT LIGHT (ARROW INDICATES DIRECTION, SHADING INDICATES FACE) BATTERY POWERED EMERGENCY LIGHT a v t. TRACK LIGHTING ALIGHT / °' PHASE, NEUTRAL, ISOLATED GROUND CONDUCTORS FLEXIBLE CONDUIT NOT TO EXCEED 6 FEET IN LENGTH �TV� TELEVISION SYSTEM EMPTY CONDUIT WITH PULL WIRE - \ LOW VOLTAGE WIRING � 7 \ CONDUIT SEAL -OFF FITTING FOR COOLER /FREEZER CIRCUITS M QQ 5-� -3 -2_5 ® ®4 )( FACP S c SINGLE POLE SWITCH, LOWER CASE LETTER INDICATES LIGHT 2 CONTROLLED, MOUNT 48" AFF UON S DOUBLE POLE SWITCH, MOUNT 48" AFF UON S3 THREE -WAY SWITCH, MOUNT 48" AFF UON S4 FOUR -WAY SWITCH, MOUNT 48" AFF UON D6 DIMMER SWITCH, WATTS AS NOTED, (6= 600W, 10= 1000W) MOUNT 48" AFF UON SP SINGLE POLE SWITCH WITH PILOT LIGHT, MOUNT 48" AFF UON SE FAN CONTROLLER, MOUNT 48" AFF UON S MR MOTOR RATED SWITCH S M MOMENTARY CONTACT SWITCH, MOUNT 48" AFF UON SK KEY OPERATED SINGLE POLE SWITCH, MOUNT 48" AFF UON So OCCUPANCY SENSOR SWITCH, MOUNT 48" AFF UON 0 OCCUPANCY SENSOR SWITCH, CEILING MOUNT e- SINGLE RECEPTACLE, 125V, 20A MOUNT 18" AFF UON : DUPLEX RECEPTACLE, MOUNT 18" AFF UON DUPLEX RECEPTACLE, FLUSH CEILING MOUNT • DUPLEX RECEPTACLE, MOUNT ABOVE COUNTER HEIGHT UON O QUADRAPLEX RECEPTACLE, MOUNT 18" AFF UON O QUADRAPLEX RECEPTACLE, MOUNT ABOVE COUNTER HEIGHT UON DUPLEX RECEPTACLE, HORIZONTAL MOUNT Cc 1/2 SWITCHED DUPLEX RECEPTACLE, MOUNT 18" AFF UON 30A 10, 250V. RECEPTACLE, AMPS AS NOTED, MOUNT 18" AFF UON F SPECIAL RECEPTACLE AS NOTED Q FLOOR MOUNTED DUPLEX RECEPTACLE \ \ / TY CONDUIT STUB --III DRIVEN GROUND ROD CONDUIT -0 UP CONDUIT • DOWN ■ JUNCTION BOX FOR PADDLE FAN, FLUSH MOUNTED PER THE N.E.C. I ■ DISCONNECT SWITCH, NEMA /SIZE /POLE /FUSES (NEMA 1 UON) (250V UON) oMI MAGNETIC MOTOR STARTER `® COMBINATION MAGNETIC MOTOR STARTER /DISCONNECT SWITCH T DRY TYPE TRANSFORMER 03 CONTACTOR (AS NOTED) Tc TIME CLOCK Pc PHOTOCELL `D• MOTOR PERMANENTLY CONNECTED WITH FLEXIBLE CONDUIT INN FAAP MI - N 1) ACC -CU AFF AFG AFI A/H-AHU ATS BFG C CLG CT DN EX -(E) EC E /F -EF EG EWC EWH GEC GFI HID ABBREVIATIONS CONDENSING UNIT HP HORSE POWER ABOVE FINISH FLOOR IG ISOLATED GROUND ABOVE FINISH GRADE JB JUNCTION BOX ARC FAULT INTERRUPTER LSIG LONG, SHORT, INSTANTANEOUS GROUND FAULT SETTING AIR HANDLING UNIT (N) NEW AUTOMATIC TRANSFER NEUT NEUTRAL SWITCH BELOW FINISHED GRADE NF NON FUSED CONDUIT NIC NOT IN CONTRACT CEILING MOUNTED NL NIGHT LIGHT CURRENT TRANSFORMER NP NAME PLATE DOWN NTS NOT TO SCALE EXISTING PNL PANEL ELECTRICAL CONTRACTOR (R) RELOCATED EXHAUST FAN RTU ROOF TOP UNIT EQUIPMENT GROUND TL TWIST LOCK ,. ELECTRIC WATER COOLER TTB TELEPHONE TERMINAL BOARD ELECTRIC WATER HEATER TYP TYPICAL GROUNDING ELECTRODE UON UNLESS OTHERWISE NOTED CONDUCTOR GROUND FAULT INTERRUPTER WP WEATHERPROOF HIGH INTENSITY DISCHARGE KUM ELECTRIC DUCT HEATER THERMOSTAT. PROVIDE SINGLE GANG BOX WITH 1/2" C STUBBED O INTO CEILING SPACE, MOUNT 60" AFF UON (COORDINATE WITH MECHANICAL DRAWINGS PRIOR TO ROUGH -IN) O SPEAKER Cal T.V. CAMERA DATA OUTLET, PROVIDE SINGLE GANG BOX WITH 3/4" CONDUIT WITH I-0 PULL WIRE AND INSULATING BUSHING STUBBED INTO CEILING SPACE. MOUNT BOX 18" AFF UON � � ) REFER TO LIKE NUMBERED NOTES /EQUIPMENT DESIGNATIONS TELEVISION OUTLET, PROVIDE SINGLE GANG BOX WITH 3/4" CONDUIT H9 WITH PULL WIRE AND INSULATING BUSHING STUBBED INTO CEILING SPACE. MOUNT BOX 18" AFF UON TELEPHONE WALL OUTLET, PROVIDE SINGLE GANG BOX WITH 3/4" V CONDUIT WITH PULL WIRE AND INSULATING BUSHING STUBBED INTO CEILING SPACE. MOUNT BOX 18" AFF UON TELEPHONE WALL OUTLET, PROVIDE SINGLE GANG BOX WITH 3/4" PS CONDUIT WITH PULL WIRE AND INSULATING BUSHING STUBBED INTO • CEILING SPACE. MOUNT BOX 48" AFF UON ("PS" INDICATES PAY STATION) ® FLOOR MOUNTED TELEPHONE OUTLET TELEPHONE BACKBOARD + 1 PLUGMOLD (SIZE AND LENGTH AS NOTED) J JUNCTION BOX (FLUSH MOUNT IN FINISHED AREAS UON) ■ DEVICE AS NOTED PB PUSHBUTTON, MOUNT 48" AFF UON ED DOOR CHIME WITH TRANSFORMER 1M LIGHTING OR POWER PANELBOARD ® 277/480V, PANELBOARD PP TELEPHONE /DATA -POWER POLE STUB -UP, PROVIDE SINGLE GANG BOX WITH 3/4" CONDUIT WITH E-° PULL WIRE AND INSULATING BUSHING STUBBED INTO CEILING SPACE. MOUNT BOX 18" AFF UON ® (SIZE AS NOTED) COMBINATION TELEPHONE /DATA WALL OUTLET, PROVIDE SINGLE GANG V BOX WITH 3/4" CONDUIT WITH PULL WIRE AND INSULATING BUSHING STUBBED INTO CEILING SPACE. MOUNT BOX 18" AFF UON . LEGEND NOTES: ' 1. MOUNTING HEIGHTS SHOWN ARE MAXIMUM /MINIMUM HANDICAPPED ACCESSIBILITY STANDARDS - THEY SHALL NOT BE ALTERED WITHOUT WRITTEN AUTHORIZATION 2. ALL MOUNTING HEIGHTS ARE TO CENTERLINE UON. 3, ALL SYMBOLS MAY NOT BE USED REV. # • RECEIVED NOV 17 2010 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED Ill L2M 811 Cromwell Park Drive, Suite 113 Cromwell Business Park at BWI Glen Burnie, Maryland 21061 L2M @L2M.com Phone 410.863.1302 Fax 410.863.1308 CONSULTANT: Harold Hart. P.E. CONSULTING ENGINEER 4201 West Gray Street : Tampa, Florida 33609 Telephone: (813) 287 -2719 Fax: (813) 287 -5704 .. ON ; u ., t , ., . Nlih, H THE PICTURE PEOPLE 1800 10TH STREET SUITE 300 PLANO, TX 75074 - N 1) REV. # ISSUE / DESCRIPTION DATE PERMIT 11/03/10 SHEET TITLE: LEGEND AND SPECIFICATIONS DRAWING DATE: 08 OCT 10 DRAWN BY: DW REVIEWED BY: DW /HH PROJECT # 10.281 SHEET # E.501 FILE NAME: 10281 E5.dwg