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Permit D12-018 - WESTFIELD SOUTHCENTER MALL - SPENCER'S GIFTS - TENANT IMPROVEMENT
SPENCER'S GIFTS 2856 SOUTHCENTER MALL D12 -018 City okukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-43 1 -3670 Inspection Request Line: 206 -431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 2856 SOUTHCENTER MALL TUKW Suite No: Project Name: SPENCER'S GIFTS Permit Number: D12 -018 Issue Date: 03/22/2012 Permit Expires On: 09/18/2012 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: CAROL KEANY Address: 6826 BLACK HORSE PIKE , EGG HARBOR TOWNSHIP NJ 08234 Contractor: Name: J E M CONSTRUCTION INC Address: 29506 8TH AVE S , ROY, WA 98580 Contractor License No: JEMCOI *033DD Lender: Name: Address: Phone: 609 - 645 -5585 Phone: 253 843 -2765 Expiration Date: 05/15/2013 DESCRIPTION OF WORK: NEW TENANT: TENANT IMPROVEMENT OF AN EXISTING RETAIL STORE Value of Construction: $97,000.00 Fees Collected: $2,382.98 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: II-B Occupancy per IBC: 0019 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D12 -018 Printed: 03 -22 -2012 • Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Storm Drainage: Street Use: Profit: N Water Main Extension: Private: Water Meter: N Permit Center Authorized Signature: Public: Non - Profit: N Public: I hereby certify that I have read and examined t permit • �'• know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specifi -d 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: Lo Yt e Date: 3-02.2 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. doc: IBC -7/10 D12 -018 Printed: 03 -22 -2012 7: All construction shall be done m conform with the approved plans and the requirem of the International Building Code or International Residential , International Mechanical Code, Washingto to Energy Code. 8: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 9: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 12: Manufacturers installation instructions shall be available on the job site at the time of inspection. 13: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 14: 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). 15: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 16: 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. 17: ** *FIRE DEPARTMENT CONDITIONS * ** 18: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 19: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75 or less. (IFC 906.3) (NFPA 10, 3 -2.1) 20: 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) 21: 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) 22: 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) 23: 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) 24: 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) doc: IBC -7/10 D12 -018 Printed: 03 -22 -2012 25: Dead bolts are not allowed on auxiliary Odoors unless the dead bolt is automatically acted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 26: 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) 27: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 28: 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) 29: 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) 30: 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) 31: 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) 32: 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) 33: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) 34: 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) 35: All new sprinlder systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050). 36: 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) 37: 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) 38: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 39: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 40: 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. 41: Post address on storefront per approved Westfield standards. 42: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) doc: IBC -7/10 D12 -018 Printed: 03 -22 -2012 43: Any overlooked hazardous condition an violation of the adopted Fire or Building Coal does not imply approval of such condition or violation. 44: 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 D12 -018 Printed: 03 -22 -2012 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.Rov Building Permit No. i Project No. Date Application Accepted: 000 PO/ Date Application Expires: CrVa 0 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: 74(a COP MC Al ALL Tenant Name: 5Pe"1■ C C:re`S PROPERTY OWNER Name: bi _ 0 Address: / g A _ ,p IATX- i C P (ILier Name: I t9r'i ritiA N L p_Qp,U+gcrG-103601 "1� I, q 6 6 _{ Address: City: State. City: City: (r.o.,,, A t r,Q, S State: C e l. T� Zip: %0a - CONTACT PERSON — person receiving all project communication Name: bi _ 0 Address: / g A _ ,p IATX- i C P (ILier City: :6lD.1 / „ _ Naiti Tu _ t�a�tee: s- Zip:013U Fax: Phone:64 p_Qp,U+gcrG-103601 "1� I, q 6 6 _{ Email: `` /^�t� �61?v kill . Meiti (�' orAmlprA 5. enN GENERAL CONTRACTOR INFORMATION Company Name: f Lam' Pi C Address: Address: --7 0 14 , City: State. City: Zip: Phone: Fax: Phonel'j (135,-_ G (0Fax: f��''(y�7S ( Slo / I Contr Reg No�6. co f ,t, t �J , T6 Tukwila Business License No.: H :\Applications \Fern -Applications On I,inc`s:2011 Applications\Remit Application Revised - 5- 9- 11.docx Revised' August 2011 bh King Co Assessor's Tax No.: 19,..0 /Ai 1 t! Suite Number: 71 (.00 Floor: New Tenant: ❑ Yes ,..No ARCHITECT OF RECORD Company Name: e ` jo Architect Name: ,� r __, __ to Address: --7 0 14 , - rvD i.e f% N_ . _ 7`Ziip: City: U t,..3 bni -1rN State : 7442. Phonel'j (135,-_ G (0Fax: f��''(y�7S ( Slo / I Email: ENGINEER OF RECORD Company Name: �>rabl NSd-Lxr--tN( Engineer Name: D �t.I ‘‘ D Address: QQ10 R(AKau6M) AVE 54 Wall) City: iii 8lw.y Tb N State: Zip D Phone: Fax: gyp 713 T Lvv Email: d J _A n lte J�rl NNL. Lank LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: .1742.t • / SY.NG. `5 Address: `l( City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 9z errs? Existing Building Valuation: $ Describe the scope of work (please provide detailed information): "Thwitti.rr intro troll gNT /6 »,ti A-67-7-44-/ Will there be new rack storage? ❑ Yes X. No if yes, a separate permit and plan submittal will be required. Provide AU Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over I R inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes ', explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Sa ety ata 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:\Apphcatio, \Fora - Applications On Line 201 1 Apphcatinttc \Permit Application Revised - 8 -9 -11 docx Rcvisod August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1g Floor X1 l e I .3 IM 2nd Floor 33 Floor Floors thni Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over I R inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes ', explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Sa ety ata 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:\Apphcatio, \Fora - Applications On Line 201 1 Apphcatinttc \Permit Application Revised - 8 -9 -11 docx Rcvisod August 2011 bh Page 2 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O/V R OR AUTHORIZED AGENT: Signature: Print Name: Mailing Address: (Zy ©x HA\Applications \Forms- Applications On Line 2011 Applications \Permit Application Revised - 8 -9.1 l.docx Revised: August 2011 bh Date: 1/Z VZ'd! Day Telephone: 741 ' 377— / 30 S 440tAhro-> 7 7ov-4 City State Zip Page 4 of 4 A • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 9202470010 Permit Number: D12-018 Address: 2856 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 01/26/2012 Applicant: SPENCER'S GIFTS Issue Date: Receipt No.: R12 -01118 Payment Amount: $1,446.07 Initials: TLS Payment Date: 03/22/2012 02:17 PM User ID: 1670 Balance: $0.00 Payee: RYAN DEPRIEST TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 05097D ACCOUNT ITEM LIST: Description 1,446.07 Account Code Current Pmts BUILDING - NONRES 000.322.100 1,441.50 PLAN CHECK - NONRES 000.345.830 .07 STATE BUILDING SURCHARGE 640.237.114 4.50 Total: $1,446.07 doc: Receiot -06 Printed: 03 -22 -2012 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 9202470010 Permit Number: D12-018 Address: 2856 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 01/26/2012 Applicant: SPENCER'S Issue Date: Receipt No.: R12 -00289 Initials: User ID: LAW 1632 Payment Amount: $936.91 Payment Date: 01/26/2012 12:39 PM Balance: $1,446.07 Payee: SPENCER GIFTS LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 00011652 936.91 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 936.91 Total: $936.91 doc: Receipt -06 Printed: 01 -26 -2012 INS INSPECTION RECORD Retain a copy with permit E ' ION NO. PERMIT Naze CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 v., (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: r. Type f Inspection: Kip, (. ) , k Z.)‘‘fat4 t N ,,i lt( Address. A co _k_. q . , 4 M/ Date Called k" �I /t 1 .61/4A/__a Special Instructions: ' Date Wanted:. a m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ‘_)i..IAr-7---?:t` exc ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD ■� Retain a copy with permit / SP CTI,' NO. PERMIT NO. A CITY OF TUKWILA BUILDING DIVISION C 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 D 12 -015' Permit Inspection Request Line (206) 431 -2451 Project Typ of Inspection: ...G?(PrSS (f.` 6o'- .2)00 2 Address: 5� S [. M 4-1I Date Called: ,-----.. Specia 1 Instructions: ' t • .. Date W anted -3 d - / P Requester: fp2_ /o Phone No: Approved per applicable codes. orrections required prior to approve COMMENTS: h J I 6 SMokP Sf4{ ilAS! .4-U eA ...G?(PrSS (f.` 6o'- .2)00 2 T 4 ST r+-,! a: k r., -I _S 1 v' 1 3 (- ngt.,/ JOT 2 S? AI/E . kie :(_.A S, 1, fp2_ /o .. )4 'S 1 !1 nspe r: I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Su)e 100. Call to schedule reinspection. 9 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 0 /2--0g Project: S,, dit4-7 /24.4" S Type of Inspection: )14 Address•? 6 / Date Calle : SptTCial Instructions: ! Date Wanted:. a.m Requester: Phone No: Approved per applicable codes. ID Corrections required prior to approval. COMMENTS: pA_ r 7 Date: 41- /L REINSPECTION FEE RE I UIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. CITY OF TUKWILA BUILDING 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 INSPECTION RECORD Retain a copy with perm' PERMIT NO. DIVISION C (206) 431 -360 Project: ( S g_ji c ei c �_ Type of Inspection: ,, .S Js . C_ L. Address : p, y�.( Se-- /4 /1 ` Date Called: t--" H Ait Alio r iL4 Special Instfuctions: Date Wanted:. - q -24 -r1 ` `p.m'r Requester: (_ Phone No. Approved per applicable codes. Corrections required prior to approval. COMMENTS: t--" H Ait Alio r iL4 6 (_ /„11 ac f- e..-x&elr- F-3 r-- 41-04(--_:c o /N E( e <.7 . _e..; ( f V:..1- 11 Ilnspctor: Dater ( �- 1-1 REINSPECTION FEE REQUI �. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTI N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 e- (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: i i T 41 D Type of Inspection: Adds:` S Date Called: Special Instructions: D C--1' r _ A t° e,,ar.e. se. I IrA 6 Date Wanted:. • - Z.4,p . 4 - 1- - Q p.m. Requester: Phone 514 - L -ig -6-14k- ElApproved per applicable codes. • Corrections required prior to approval. j COMMENTS: USA -1---CM cl.,„:1-- a i , (03 . _.9 io 4....A4. 73_,4__ C--1' r _ A t° e,,ar.e. se. I IrA 6 N.1 e e Q c' ' k '. , t,o j -e _r p/' , 5 f---- .m-o sJS. GeL.: A Inspe, ctor: Dat .-2 iz_ 1 n REINSPECTION FEE REQUIRED., rior to next inspection. fee must be paid at 6300 Southcenter Blvd..•Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit D t 2 -ot8 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 I< (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Project: _,.t ' ec t: feAc_er Cam• • Type of Inspection • c Add2 s c S-- MA r I Date Called: • Special Instructions: Date Wanted:. - --q (` (P —/ a.mp.m• . Requester: Phor}e, Ns-(0 — g a R Approved per applicable codes. a Corrections required prior to approval. 7 COMMENTS: J A - ?A•r---i-, 4-4 A,rD r r 1 d K 4't 61 j t 4 %,..)..i1' v1,41 . ! l t M'? -0 pe_Ai.).Fr---,/,u: 045. Inspector: Date ;o , r L- ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit Di 2 (a PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: I 'Jc-i'.i ,3 eicRS 6.7I_../ Type of Inspection: • • : }1.r rJi]s�U f'r',..rtiV, Date Called: !' 7? 11,1 ). Ni (, Address: 24'-13 `_, ( VI i i•\(, L Special Instructions: Date Wanted:. - a.?m, Requester: Phone No: 72 ii{-.F :P j\--(4 p')■ rAi . • EjApproved per applicable codes. orrections required prior to approval. COMMENTS: CIO , rt. Pc' 3 if-- t, t9 . dLk LA J Af -( ' -t �JI ' -f y••!A41r "' m ike -- 1-, .... pi o 0 f.-• : ni:, -- •. 'J ij)• rl ) 4 i 7.) f^ • F 72 ii{-.F :P j\--(4 p')■ rAi . • (4-,-') rAT. O ; Li j `1 -4JA, i'.0 r f1K- 643 air- -s" a T'' ri-J.A / 1 1 1 1 fInspr: Dai ? __IL r7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. �7 I INSPECTION NO. INSPECTION RECORD - Retain a copy with permit 1DCL- &fl PERMIT NO. CITY OF TUKWILA BUILDING DIVISION G 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pr t: r. 1 r 1 Type of Inspection. c--', OK 'a,vtrr 0 -rte #,,-4 6JkUI Addre� r0--pA w, 3 ) Date alled:� p( ,&.► 1 Special Instructions: Date Wanted:. , f r — I �` �, pz1 P.m. Requester: Phone No- ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: 4 p/tr4AO r,f�oiA( OK 'a,vtrr 0 -rte #,,-4 6JkUI ij -li (re r0--pA w, 3 ) s0 gA1k p( ,&.► 1 • n REINSPECTION FEE REQUIRED.- P�;ior to next inspection. fee must be paid at 6300 Southcenter Blvd., Su) fie 100. Call to schedule reinspection. 2 INSPECTION RECORD -- "Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION c 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: ti < e1 s fir-:. (.:r r' Type of Inspection: U.►ti_ « «f -- . i a', k,, j Address: ++ 7 .S l i Date Called: �� Special Inst uctions: 4 �`, �� ! r. , , /...,-T,-4 , v r`- }., ,,,e) wPhone Date Wanted:. - ( 'Z_._...p.m. p.m. Requester: r No: 2. 3 yo —i4' EjApproved per applicable codes. Corrections required prior to approval. COMMENTS: 6) lf%J �,e. £ (o ' d •� c c� %a'.v it-r--.-,,D ' (}�. !n' f, JA�/ef U.►ti_ « «f -- . i a', k,, j -' "--`1 it �1 Iln pector: 4r,A, LI REINSPECTION FEE REQUIRED. Prior to next inspection; fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. t IDatedii INSPECTION RECORD Retain a copy with permit 11 PE T • NO. PERMIT N0. r CITY OF' TUKWILA BUILDING DIVISION �i 6300 Southcenter Blvd., #100, Tukwila. WA 98188 12... (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Type of Inspection: Address: 1% Ge flpa .1- Date Called: �� 04 . Special Instructions: .a C ( ' 01,4 41 � I J .,< < UJ • _ el D SS/9 Z1/ _ V ( Date Wanted:. �� � ��' 2— p m: Requester: Phone No: 2.c (9 2/()— 'Z l y 2 Approved per applicable codes. a Corrections required prior to approval. COMMENTS: c)liCi I 111 Iff61/4140 )1k I , -. ,1) A n @ ...oft ' ' -a 1L._ 0 4-ti . i<.P r- 0V -1ir , v( f 1-1 i 1 A44 — AMP 611 a /4-red: ,) ...----... A A Date, REINSPECTION FEE REQUIR . Prior to next inspection, fee must be paid at 6300 Southcenter d.. Suite 100. Call to schedule reinspection. .4 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit i)\z -0146 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: Type of Inspection: Address: Suite #: 7...435to S.C.. MAl.\ Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Y e_s . Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: (\_t. G MAc6,-c.\L3 L■ S>.-."� ,b 6 ) 14-- 1 % JCL r KAYTio,- 44 a C. ,..,<< , r c L o - -T+;v‘ aL ,T 6 C 1-:-.1.010,(-- F+ C Needs Shift Inspection: (02,5 Sprinklers: Y e_s . Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: - yY15 / Date: 4134 t Z. Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc• 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: C. 'kc Sprinklers: Type oof+` sp coon: C J S -c L t Address: � 2 Suite #: 3( .5� C V\ � t� Contact Person: Special Instructions: Occupancy Type: Phone No.: ,Approved per applicable codes. Corrections required prior to approval. COMMENTS: Dtz - \\5 ok D 17_ - l: k gs 6/f< L- ck- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: yvU1 Date: 4 (Zi 1 i Z Hrs.: 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project j Very( -er Sprinklers: Fire Alarm: Type of Inspection: f° roL'E'r Address: 1 Suite #: , (, n 14 t L Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: - --i-v Coo -e r Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: if A' - ),.V, ; .) Date: ( % /,s !)/ / __ Hrs.: l $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 1 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1a -5- 060- _D/a - 01.8 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: n S I'? AJC e ! P G-, 4-5 Type of Inspection: S i CoV-cv Address: a 0 s- 6 Suite #: 5 _L p'14 LL Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: O 17) Coil -e/z f o 1\ 14 A ` Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: tn,ti \ ?-- Date: iff, / / _ Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Project Summary 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2C1 Project Info Project Address spencer Gifts Date 1/27/2012 2 2eee• south center Mall For Building Department Use Tukwila, SPA 98188 Applicant Name. spencer Gifts Applicant Address: 6826 Black Horse Pike, Egg Harbor TWP, NJ 08234 Applicant Phone- 609 - 643 -5636 INCOMPLETE TR #� 3/41 CORRECTION 0 1 8 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 2 2012 City of Tukwila BUILDING DIVISION RECEIVED MAR 15 2012 PERMIT CENTER 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary. Wash'rgtan State Energy Code Compliance Rim's or Nonres dential and Multrfamiiy Residential LTG -INT: Revised Decembe' 23'C Project Info Project Address Spencer Gifts Date 1/27/2012 2(j ,-28ff e south Center Mall /� For Building Department Use Tukwila, WA 98188 Applicant Name. spencer Gifts Applicant Address: 6826 Black Horse Pike, Egg Harbor TWP, NJ 08234 Applicant Phone: 609- 645 -5636 Project Description New Building _ Addition Alteration _ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option Prescriptive • Lighting Power Allowance .. Systems Analysis (See Qualification Checklist (over) Indicate Prescriptive & LPA spaces clearly on plans ) Alteration Exceptions (check appropriate box - sec. 1132.3) No changes are being made to the lighting and space use not changed Less than 60% of the fixtures new. installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor plan /room #) _ Occupancy Description Allowed Watts per f12** Gross Interior Area in ft' Allowed x Area Sales Retail Sales 1.33 2550 3392 Stock Warehouse 0.50 260 130 Toilet Common Area 0.80 60 48 " From Table 15 -1 (overt - document all exceptions on form LTG -LPA Total Allowed Watts 3570 Provosed Lighting Wattage Location v (floor plan /room #) v Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Sales A Compact Fluor. Theater Light 54 42 2268 Sales 8 Recessed Downlight 2 150 300 Sales D Jelly Jar Decorative 12 18 216 Sales F Fluorescent Strip 7 32 224 Stock F4 Fluorescent Strip 4 64 256 Toilet Exhaust Fan /Light 1 60 60 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 3324 Notes 1. For proposed Fixture Description. Indicate fixture type. lamp type (e.g T -8). number of lamps in the fixture. and ballast type (if Included). For track lighting. list the length of the track (in feet) in addition to the fixture. lamp. and ballast information. 2. For proposed Watts /Fixture use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage: and other criteria as specified in Section 1530. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50. or as applicable, the wattage of current limiting devices or of the transformer For low voltage track fighting list the transformer rated wattage 3 List all fixtures. For exempt lighting. note section and exception number and leave Watts / Fixture blank 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Lighting, Motor; and Transformer Permit Plans Checklist . LTG -CHK Code Compliance Forams fo- Nonresdential and Multdamiiy Resident al Revised Dece-rber 2c......-: 2009 Washington State Ene•gy Project Address spencer Gifts Date 1/27/2012 The following information is necessary to check a pernit application for compliance witn the lighting, motor. and ransformer requirements in the 2009 Washington State Nonresidential Energy Code. Applicability (yes. no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) Yes 1513.1 Local control /access Schedule with type. indicate locations E-2 Yes 1513.2 Area controls Maximum limit per switch E-3 N.A. 1513.3 Daylight zone control Schedule with type and features. indicate locations b- N.A. vertical glazing Indicate vertical glazing on plans N.A. overhead glazing Indicate overhead glazing on plans Yes 1513.4 Drsplaytexhib/special Indicate separate controls E-3 N.A. 1513 5 Exterior shut -off Schedule with type and features. indicate location Yes (a) timer w /backup indicate location E-3 N.A. IN photocell Indicate location Yes 1513 6 Inter auto shut -off Indicate location Yes 1513 6 1 (a) occup. sensors Schedule with type and locations E -3 Yes 1513.6.2 (b) auto. switches Schedule with type and features (back -up overnde capability) Indicate size of zone on plans E -3 N.A. 1513 7 Hotel /motel controls Indicate location of room master controls Yes 1513.8 Commissioning Indicate requirements for lighting controls commissioning E -3 EXIT SIGNS (Section 1514) Yes 1 1514 `Max. watts Indicate watts for each exit sign E -3 LIGHTING POWER ALLOWANCE (Section 1530 -1532) Yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types. ;amps. ballasts watts per fixture E -3 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types amps. ballasts watts per fixture MOTORS (Section 1511) N.A. 1 1511 IElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm. efficiency TRANSFORMERS (Section 1540) _ Yes 1540 (Transformers 'Indicate size and efficiency I If "no" is circled for any question, provide explanation: 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary (back). LTG -INT 2009 Washington State Energy Code Compl.arce Fo-ms so• Nonresident al and Multifamily Residential Rev sed Decer+be- 2010 Prescriptive Spaces Occupancy Warehouse or Parking Garage • Other Qualification Checklist Note. If occupancy type is "Other' ano fixture arswer •s checked the number (3+ fixtures in the space is not I mitec by Code Clearly indicate these spaces c^ plans. i' not ��alir:ea. oo LPA Calculator s Lighting Fixtures. (Section 1521) Check If 95% or more of fixtures comply with 1 2 or 3 and rest are ballasted. 1 Fluorescent fixtures 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. or CFL lamps. and d) hard -wired electronic dimming ballasts. Screw -in CFL fixtures and tracking lighting do not qualify 2. Metal Halide with a) reflector b) ceramic MN lamps < =150w c) electronic ballasts 3 LED lights. TABLE 15 -1 Unit Lighting Power Allowance (LPA) Use' ILPA' (wife): Automotive facility 0.85 Convention center Courthouse Cafeterias. fast food establishments" ' restaurants /bars` IDormitory • Dweling Units 1 10 1.10 120 ' Use LPA (Wife) Office buildings. office /administrative areas in facilities 0.91 of other use types (including but not limited to schools hospitals. institutions, museums. banks. churches)` Parking garages 0 20 Penitentiary and other Group 1 -3 Occupancies 0 90 Police and fire stations 0 90 0.85 1.00 Exercise center i Gymnasia, assembly spaces • Health care clinic Hospital. nursing homes. and other Group 1 -1 and ' 1 -2 Occupancies Hotel /motel Laboratory spaces (all spaces not classified - laboratory' shall meet office and other aporopriate categories) Laundries Libranes; Manufacturing facility Museum 0.95 0.95 1.00 1.20 Post office Retail `. retail banking. mall concourses. wholesale stores (pallet rack shelving) School buildings (Group E Occupancy only). school classrooms. day care centers Theater, motion picture Theater. performing arts Transportation 1.00 1 62 Warehouses Workshops 1 GO 1.33 1.00 0.97 1.25 0.80 1.20 0 50 1.20 1.20 1.20 1 00 Plans Submitted for Common Areas Only' Main floor building lobbies' (except mall concourses) 1 10 Common areas. corridors. toilet facilities and 0.8G l washrooms elevator lobbies Footnotes for Table 15 -1 1) In cases in which a general use anc 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 2% per foot of ceiling height above 20 feet. unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by 2% per foot of ceiling height above 12 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 2% per foot of ceiling height above 9 feet. 6) Reserved. 71 For conference rooms and offices less than 150ft- with full height partitions. a Unit Lighting Power Allowance of 1 1 weft' 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 Mfr. 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 lighting power allowance is allowed for merchandise display luminaires installed in retail sales areas that are specifically designed and directed to highlight merchandise The following additional wattages apply i 0.6 watts per square foot of sales floor area not listed in items ii and iii below. ii. 1.4 watts oer square foot of fumiture. clothing. cosmetics or artwork floor area. or 2 5 watts per square foot of jewelry crystal or china floor area The specified floor area for items i. ii. or iii above. and the adjoining circulation paths shall be identified and specified on building plans Calculate the additional power allowance by multiplying the above LPDs by the sales floor area for each department excluding major circulation paths The total additional lighting power allowance is the sum of allowances for sales categories I. ii. or iii plus an additional 1.000 watts for each separate tenant larger than 250 square feet in area. The additional wattage is allowed only if the merchandise display luminaires comply with all 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). This additional lighting power is allowed only if the lighting is actually installed and automatically controlled. separately from the general lighting. to be turned off during nonbusiness hours. This additional power shall be used only for the specified luminaires and shall not be used for any other purpose. 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 I�►l_A „il, Q t,,... s City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director March 13, 2012 Carol Keany Spencer Gifts 6826 Black Horse Pike Egg Harbor Township, NJ 08234 RE: Incomplete Letter #1 to Correction Letter #1 Development Permit Application D12 -018 Spencer Gifts — 2856 Southcenter Mall Dear Ms. Keany, This letter is to inform you that your permit resubmittal received at the City of Tukwila Permit Center on March 9, 2012 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: Building Department: Allen Johannessen at 206 433 -7163 if you have 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, er Marshall t Technician Enclosures File: D12 -018 W:\Permit Center \Incomplete Letters\2012 \D12 -018 Inc Ltr #1 to Corr Ltr # 1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: March 13, 2012 Project Name: Spencer's Gifts Permit #: D12 -018 Plan Review: Allen Johannessen, Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (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. Replace the Seattle Energy Code Compliance form with the requested 2009 Washington State Energy Code Compliance Form. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. 41t4DP Consultin g Engineers, ineers Inc. Post Office Box 2348 Anahuac, TX 77514 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 RE: Permit #D12 -018 Attached please find my 2 "d submittal for our Spencer Gifts Store at Southcenter Mall. I believe I have addressed all of your concerns noted in your letter dated 2 -29 -2012, as follows: GENERAL ITEMS: 2) Means of egress, including the exit discharge shall be provided with emergency illumination. Emergency illumination is shown around the perimeter walls. The illumination along the means of egress paths shall meet the average of 1 foot candle along the egress paths indicated on the egress plan. A note to meet the egress illumination shall be provided on the egress plan or sufficient emergency lights shall be shown to meet the code. Any lighting changes shall be consistent with the electrical plan sheets. Provide any changes as necessary to show emergency lighting meets code. Response: Means of egress is shown on previously submitted sheet A1.1. Emergency illumination provided will meet the average of 1 foot candle along the path of egress. If additional lighting is found to be needed, it will be provided prior to construction completion. 3) Provide a 2009 Washington State Energy Code Lighting budget compliance form. Response: 2009 Seattle Energy Code Compliance For is included with this submission. Sincerely, David W. Day, P.E. CORP[CTION LTR# Wartv 1g RECEIVED MAR 09 2012 PERMIT CENTER 0 city of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director February 29, 2012 Carol Keany 6826 Black Horse Pike Egg Harbor Township, NJ 08234 RE: Correction Letter #1 Development Permit Application Number D12 -018 Spencer's Gifts — 2856 Southcenter Mall Dear Ms. Keany, 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: Allen Johannessen at 206 - 433 -7163 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, I can be reached at (206) 431 -3670. Sincerely, ifer arshall it Technician encl File No. D12 -018 W\Permit Center\Correction Letters \2012\D12 -018 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: February 24, 2012 Project Name: Spencer Gifts Permit #: D12 -018 Plan Review: Allen Johannessen, 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. Sheet A1.1, Architectural Key Notes #11, indicates a Display Fixture above. Provide specific construction details for this display fixture. Details shall show how it is seismically anchored or attached to the structure above or floor. Also since there are no dimensions or details, another concern is if it conflicts with the hanging pipe above including lighting and fire sprinklers. Please provide these details with dimensions and specifications for structural anchorage and types of materials used including its fire- resistance rating or indicating non combustible materials. 2. Means of egress, including the exit discharge shall be provided with emergency illumination. Emergency illumination is shown around the perimeter walls. The illumination along the means of egress paths shall meet the average of 1 foot candle along the egress paths indicated on the egress plan. A note to meet the egress illumination shall be provided on the egress plan or sufficient emergency lights shall be shown to meet the code. Any lighting changes shall be consistent with the electrical plan sheets. Provide any changes as necessary to show emergency lighting meets code. 3. Provide a 2009 Washington State Energy Code Lighting budget compliance form. Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. 01'1' •G,WA N` I "T E C • • . February 15, 2012 City of Tukwila Department of Community Development 6300 Southconta. Boulevatd, Suite r,#100 'Tukwila, WA 981,88 RE Permit A54241R Attached please find my 2nd submittal for our Spencer Gifts Store at Soutlicefiter Mall. believe I have ,addressed 'all of your 'concerns noted in your Fetter- dated 1=34-201'2, as follows: GENERAL_ITEMS: 1) Please provide an egress plan that clearly ideritifies all common paths of egress for this tenant to the exit discharge :Emergency illumination shall be provided along the common paths of egress and shall have at least an average 1 foot-candle and a minimum at any point of OA foot-candle measured along the path of egress at the floor level. Response: Revised sheet A1.1 shows paths of 'egress. sit-loef-6137, Cortland Morgan, AIA CM/jae 1 RECEIVED FEB 2 1 2012 PERMIT CENTER s City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director January 31, 2012 Carol Keany Spencer Gifts 6826 Black Horse Pike Egg Harbor Township, NJ 08234 RE: Incomplete Letter #1 Development Permit Application D12 -018 Spencer Gifts — 2856 Southcenter Mall Dear Ms. Keany, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on January 26, 2012 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: Building Department: Allen Johannessen at 206 433 -7163 if you have 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: D12 -018 W:\Permit Center\Incomplete Letters\2012\D12 -018 Incomplete Ltr tl l.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: January31, 2012 Project Name: Spencer's Gifts Permit #: D12 -018 Plan Review: Allen Johannessen, Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (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. Please provide an egress plan that clearly identifies all common paths of egress for this tenant to the exit discharge. Emergency illumination shall be provided along the common paths of egress and shall have at least an average 1 foot -candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level. (IBC Section 1006) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. *PERMIT CO COPS • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -018 DATE: 03 -15 -12 PROJECT NAME: SPENCER GIFTS SITE ADDRESS: 2856 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPARTMENTS: x.1'1, Bin Ivision IM Public Works Fire Prevention Structural n Planning Division Permit Coordinator 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 03-20-12 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: DUE DATE: 04-17 -12 Approved n 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 0 � PEHIMi� CUO�i Y PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -018 DATE: 03 -09 -12 PROJECT NAME: SPENCER GIFTS SITE ADDRESS: 2856 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENT : J eAM e Ot 1 � Bui ding Division Public Works n Fire Prevention Structural Planning Division TI ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03-13-12 Complete ❑ Incomplete Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: OBII)) It- LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg X Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route nStructural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 04 -10 -12 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip doc 2 -28 -02 "MI UNItiCOPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -018 DATE: 02 -21 -12 PROJECT NAME: SPENCER GIFTS SITE ADDRESS: 2856 SOUTHCENTER MALL Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPAR MMENTS: B I ding Divislo Public Works Fir' a Prevention It Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: v3) Incomplete DUE DATE: 02 -23 -12 Not Applicable n 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 NP Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 03-22-12 Approved Approved with Conditions Not Approved (attach comments) tgr Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: D211.fi \I1- Departments issued corrections: Bldg ❑ Fire Nt Ping ❑ PW ❑ Staff Initials: Documents /routing slip doc 2 -28 -02 0 PLAN ING SLIP ACTIVITY NUMBER: D12 -018 DATE: 01 -26 -12 PROJECT NAME: SPENCER'S GIFTS SITE ADDRESS: 2856 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPA TMENTS: �� k �« - uilding Division KlicV17as Fire Prevention Structural n PlanninVA-- Permit Coordinator * DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Incomplete DUE DATE: 01 -31-12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: 1":9— ,z LETTER OF COMPLETENESS MAIL P: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 02 -28-12 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 Citygif Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: //www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail; fax, etc. Date: Plan Check/Permit Number: (j Response to Incomplete Letter # 1 `fr tzi Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 5r-EAr •' [" 5 " Project Address: Z �V lant&C j .it' -- AA Contact Person: C o` r c) 1 ►111 Q e h \ f Phone Number: 4,491 — (a'/ S = 55 'r Summary of Revision: 1 Re_ i1ced gnte1-5y Calc.aia. -,vr� OF TtnowtA AR152012 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on I is 2 HAAppliotiomWmms- Applications On IineO010 Appliestio 7 -2010 - Revision Submi0al.doe Crested: 8- 13-2004 Revised: 7 -2010 City Of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http : //www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 31-7 1 20 IZ� Plan ChecWPermit Number: 17 ( I a) ❑ Response to Incomplete Letter # Er' Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Crl:r:62 [his S'7 F'l/K -Z� Project Address: 2-.0, ThC ( 7 E e w,--L[__ , Contact Person: 17711/40 (t / ' Phone Number: 1 I qz -447 Summary of Revision: SE Krii`cek-V7 RECEIVED CITY OF TUKWILA MAR 0 9 2U1Z PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of n Received at the City of Tukwila Permit Center by: Entered in Permits Plus on t,k H: Appli Ipo®awpplicetions On LineV010 Applicstiond7 -2010 - Revision Submittel.doc Cmstsd: B-13 -2006 Revised: 7 -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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 2-(t5(26c& Plan Check/Permit Number: D12-018 • 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: Spencer Gifts Project Address: 2856 Southcenter Mail Contact Person:PA/0 L l ti Phone Number: WA,- - 55e'6 Summary of Revision: Add pC#.4'11 El "f 'D Shez 4 I a � dded e>4nerjeil fir, L4lhee,-b muuENED CITY OFTW WLA FEB 2124J Sheet Number(s): �„( >`L "Cloud" or highlight all areas of revision including date of revis Received at the City of Tukwila Permit Center by: kii-- Entered in Permits Plus on clk{EMIY CENTER \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Per Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name J E M CONSTRUCTION INC UBI No. 601770782 Phone 2538432765 Status Active Address 29506 8Th Ave S License No. JEMC01•033DD Suite /Apt. License Type Construction Contractor City Roy Effective Date 3/4/1997 State WA Expiration Date 5/15/2013 Zip 98580 Suspend Date County Pierce Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date MILLER, JAMES E President 01/01/1980 Amount Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 3 CBIC SA7695 03/01/2002 Until Cancelled $12,000.00 03/19/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 13 American States Insurance Co 01C12205491 04/16/2011 04/16/2012 51,000,000.0004 /13/2011 12 AMERICAN STATES INS CO 01C1220549 04/16/2009 04/16/2011 51,000,000.0004 /21/2010 11 AMERICAN STATES INS CO 01C1220549 04/16/2009 04/16/2010 $1,000,000.0004 /17/2009 10 0010 CAS INS BL053040470 12/02/2008 12/02/2009 51,000,000.0011 /20/2008 9 OHIO CAS INS BL00353040470 12/02/2003 12/02/2008 51,000,000.0011 /27/2007 Summons /Complaint Information Cause County Complaint Judgment Status Payment Paid By 10 -2- 11928 -6 BROOKDALE LUMBER INC InterPlead: No PIERCE Date: 08/16/2010 Amount: $10,795.92 Bond(s): SA7695 Date: Amount: $0.00 Dismissed Date: Amount: Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni/bbip/Print.aspx 03/22/2012 SPENCER GIFTS, LLC ADDRESS: 6826 BLACK HORSE PIKE EGG HARBOR TOWNSHIP, NJ 08234 PHONE: 609 645 -3300 FAX: 609 645 -5636 CORTLAND MORGAN, ARCHITECT 711 N. FIELDER ROAD ARLINGTON, TX 76012 817- 635 -5696 817 -635 -5699 (FAX) DBR ENGINEERING CONSULTANTS c" "TH BUILDING SUITE 300 RICHMOND AVENUE STON, TEXAS 77042 1. PERMITS AND FEES 2. INSPECTION /COORDINATION 3. DEMOLITION 4. TEMPORARY ELECTRICAL 5. CLEAN UP 6. INSURANCE 7. JOB PHONE METALS 1. METAL STUDS A. TENANT DEMISING WALLS B. INTERIOR PARTITIONS C. FURRING D. STOCK /SALES PARTITION E. TOILET ROOM PARTITION 2. ROOF TOP FRAMING FOR HVAC CARPENTRY 1. BLOCKING 2. PLYWOOD 3. FURRING ❑ Approved Approved as Noted ❑ Resubmit FIELD, LLC WILSHIRE BLVD., 11th These drawings have been reviewed for general design ANGELES, CA 90025 intent only. All actual field conditions are required to be 478 -4456 verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings is eima required to be kept on the job site at all times. • Signed SHA h , WA 98 SPACE #»6Q ARh A: /06 OTT PRIESTER "'- )NAL TENANT COORDINATOR HWEST ,FIELD, LLC 2800 SOUTHCENTER SEATTLE, WA 98188 PHONE: 206 -802 -6070 CELL: 323 - 578 -3849 spriester ©us.westfield.com 1. ROLLING GRILLE 2. STOCKROOM DOOR 3. TOILET ROOM DOOR 4. HALLWAY 5. HARDWARE 6. DETEX FINISHES 1. GYPSUM BOARD 2. FINISH FLOORING A. SEALED CONCRETE 1. TRANSITION STRIP B. PORCELAIN TILE 1. TRANSITION STRIP C. VINYL COMPOSITION 11LE 1. TRANSITION STRIP 3. PAINTING A. SALES AREA B. STOCK /OMCE ROOM C. TOILET ROOM D. HALLWAY 11. CASHWRAP OUTLETS 12. WIRE, CONDUIT, EXHAUST FAN 13. CEILING FANS REVISIONS No - ° �k W; shalt be made to the : -� ins Of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. COORDINATE WITH MALL OPERATIONS PRIOR TO CONSTRUCTION START. TENANT GC MUST ABIDE BY ALL RULES AND REGULATIONS SET FORTH IN THE CONSTRUCTION HANDBOOK. BUILDING DEPARTMENT 6300 SOUTHCENTER BLVD TUKWILA, WA 98188 (206) 431-3670 * EACH BIDDER SHALL EXAMINE THE SITE AND FAMILIARIZE THEMSELVES WITH ALL EXISTING CONDITIONS PRIOR TO BIDDING THE JOB. NO EXTRA COMPENSATION WILL BE ALLOWED BECAUSE OF MISUNDERSTANDING AS TO THE AMOUNT OF WORK INVOLVE OR LACK OF KNOWLEDGE ABOUT EXISTING CONDITIONS. * SUPPORT ALL PIPING, EQUIPMENT, ETC. FROM TOP CHORD OF ROOF /FLOOR JOISTS, OR PROVIDE STRUCTURAL CALCULATION INDICATING BOTTOM CHORD ATTACHMENT IS ACCEPTABLE - DETAIL NUMBER DETAIL TITLE SCALE: -SHEET REFERENCE NUMBER -ACCESSORIES TAG DOOR TAG KEYNOTE TAG ROOM Soles DESIGNATION ?-1 XXXS.F. - SHEET REFERENCE NUMBER EQUIPMENT TYPE DESIGNATION MILLWORK / CASEWORK TAG ��FLAG NOTE DESIGNATION BREAK MARK DESIGNATION FINISH TYPE LEVEL LINE, CONTROL POINT OR DATUM FIN. FLR. EL = 0-0 RECESSED STANDARD SURFACE MTD STANDARD ADJ. A.F.F. ALT. ALUM. ANOD. AUTO. APPROX. B/0 BD. BLK. BLK'G. BOT. CLG. CLR. COL. CONST. CONT. CONTR. DET. DIAL. DIAM. DIM. DN. DWG. EA. ELECT. EQ. EQUIP. EXIST'G. EXT. FLR. F.R.P. F.R.T. FURR'G. HD. HDWR. HORZ. HR. HT. L.P. MAX. ADJUSTABLE ABOVE FINISHED FLOOR ALTERNATE ALUMINUM ANODIZED AUTOMATIC APPROXIMATE BY OWNER BOARD BLOCK BLOCKING BOTTOM CEILING CLEAR COLUMN CONSTRUCTION CONTINUOUS CONTRACTOR DETAIL DIAGONAL DIAMETER DIMENSION DOWN DRAWING EACH ELECTRICAL EQUAL EQUIPMENT EXISTING EXTERIOR FLOOR FIBERGLASS REINFORCED PLASTIC FIRE RETARDANT TREATED FURRING HEAVY DUTY HARDWARE HORIZONTAL HOUR HEIGHT LIGHT PANEL MAXIMUM MECH. MED. MFR. MIN. M. MISC. MLD'G. MTD. MTL. N0. NOM. NON -COM N.T.S. 0.C. PLAS. LAM. PTD. RAD. REF. REM. REQ'D. RET. REV. SECT. S.F. SHT. SIM. SPEC. SQ. STD. SYM. SYS. TEMP. TYP. U.O.N. VERT. V.I.F. W/ W/0 Q - MECHANICAL - MEDIUM - MANUFACTURER - MINIMUM - MIRROR - MISCELLANEOUS - MOLDING - MOUNTED - METAL - NUMBER - NOMINAL - NON - COMBUSTIBLE - NOT TO SCALE - ON CENTER - PLASTIC LAMINATE - PAINTED - RADIUS - REFERENCE .- REMOVE - REQUIRED - RETURN - REVISION - SECTION - SQUARE FOOT - SHEET .- SIMILAR - SPECIFICATION - SQUARE - STANDARD - SYMMETRICAL - SYSTEM - TEMPORARY - TYPICAL - UNLESS OTHERWISE NOTED - VERTICAL - VERIFY IN FIELD - WITH - WITHOUT - AND - AT - CENTER LINE A -0.1 TITLE SHEET ,A -0.2 ARCHITECTURAL SPECIFICATIONS A - -0.3 ARCHITECTURAL SPECIFICATIONS D -1.1 DEMOLITION PLAN F -1.1 FIXTURE FLOOR PLAN A -1.1 ARCHITECTURAL FLOOR PLAN .A -2.1 REFLECTED CEILING PLAN A -3.1 INTERIOR ELEVATIONS A -4.1 STOREFRONT ELEVATIONS & ENLARGED A -4.2 STOREFRONT SECTIONS AND DETAILS A -4.3 STOREFRONT SECTIONS AND DETAILS A -5.1 WALL SECTIONS, DETAILS PROJECT DESCRIPTION APPLICABLE CODES: B -2 :SPECIALTY RETAIL STORE BUILDING: ALL WORK SHALL CONFORM TO ALL APPLICABLE GOVERNING CODES, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: toll, , , s aa�(iiawiri i ...a.92.446' Plan resew apple 18 to tit p! ov31 of Construction doc umel t '►s t;otation of any e. * .1t = +. II P LAki,1approved ?e City Of t BUILDING DI POWER PLAN LIGHTING PLAN PANEL SCHEDULE & SPECIFICATIONS DATA AND PHONE LINES PLAN MECHANICAL PLAN SPECIFICATIONS & DETAILS 2009 INTERNATIONAL BUILDING CODE 2009 INTERNATIONAL MECHANICAL CODE 2009 UNIFORM PLUMBING CODE 2008 WASHINGTON CITIES ELECTRICAL ,CODE 2009 SEATTLE FIRE CODE 2009 WASHINGTON STATE ENERGY CODE 2009 INTERNATIONAL EXISTING BUILDING CODE 2009' SEATTLE FIRE CODE 2009 SEATTLE FUEL GAS CODE f BUILDING DATA: PROJECT LOCATION PLAN 0 anb to <12flD ftt'. Lel s 1 tiiSt • 154 z s 140th EA r t L F : H Any comments not picked up from the previous review are still applicable. Omission of comments from this review does not constitute approval without those comments. S14ttt si 1 518 Fa";rry Fugrtt fan, Need Washington State Energy Code Lighting Budget and other WSEC sheets for permit £ , ar7 r Mrh s 1t�5th..t rt JCPenney lkwcr mss Pii: Baker ,j ` tr.Itidef s S :� 167th �,t St :3 1(sth `;t 8 170th St 0) j B 172nd St 172nd PI tf i a pquest 17eith st ri./414.3 Pond n. blii7 BI d. rylinklerBlvti Upland# Or c r,0 E .. t 02011 MapQuest Poitiaiis @?611 Inteirnmap N; VTEO SEPARATE PERI REQUIRED FO Mebhanfcel Electrical i��� Plumbing Was Piping City of Tukwila BUILDING DIVISI L I r -'! A. OCCUPANCY: B. CONSTRUCTION CLASSIFICATION: C. GROUP D. SPRINKLERED: E. SALES AREA: F. STOCK ROOM AREA: . G. TOTAL AREA: OCCUPANCY CALCULATIONS: SALES FLOOR STOCK ROOM AREA OCCUPANCY LOAD REQUIRED EXITS: • STORE USE GROUP "M" - MERCANTILE • TYPE MB • NON- COMBUSTIBLE FULLY SPRINKLERED • 2403 S.F. 303 S.F. • 2706 S.F. • 2403/30 (PER PERSON) = 80 PERSONS •303/300 (PER PERSON) = 1 PERSON 81 PEOPLE TOTAL OCCUPANCY RECEIVED 2 EXITS REQUIRED, 2 EXITS PROVIDER NOTE: TOTAL NUMBER OF EMPLOYEES AT ONETIME = 3 JAN 26 2012 PERMIT CENTER All Phases of Structural, Architectural, HVAC, Plumbing, Sprinkler and Electrical Design MUST be in Compliance with all Applicable Editions of the above Codes Including any adopted amendments by the local 8897 municipalpality. l`.; Tenant's General Contractor shall be responsible for scheduling inspections by the Building Department and other Inspectors as necessary and to comply with their requirements, all codes and, regulations. In the event Tenant's Contractor is notified of any violations of codes( by the jurisdictional authorities or by Landlord, Tenant's contractor sha correct such violations within seven (7) calendar days from such date of notification. Tenant's contractor to schedule pre- construction meeting with landlord's onsite representative prior to commencement of any work. Tenant's contractor responsible for field verifying all existing condition dimensions . co` 'rl r, �1 '1A0r o:� ItwuItf.; W� �WCC 00 co SOU � -J - kQ3 �v W Q Q z O M F411 0 0 Cl) a NORTH PI toll, , , s aa�(iiawiri i ...a.92.446' Plan resew apple 18 to tit p! ov31 of Construction doc umel t '►s t;otation of any e. * .1t = +. II P LAki,1approved ?e City Of t BUILDING DI POWER PLAN LIGHTING PLAN PANEL SCHEDULE & SPECIFICATIONS DATA AND PHONE LINES PLAN MECHANICAL PLAN SPECIFICATIONS & DETAILS 2009 INTERNATIONAL BUILDING CODE 2009 INTERNATIONAL MECHANICAL CODE 2009 UNIFORM PLUMBING CODE 2008 WASHINGTON CITIES ELECTRICAL ,CODE 2009 SEATTLE FIRE CODE 2009 WASHINGTON STATE ENERGY CODE 2009 INTERNATIONAL EXISTING BUILDING CODE 2009' SEATTLE FIRE CODE 2009 SEATTLE FUEL GAS CODE f BUILDING DATA: PROJECT LOCATION PLAN 0 anb to <12flD ftt'. Lel s 1 tiiSt • 154 z s 140th EA r t L F : H Any comments not picked up from the previous review are still applicable. Omission of comments from this review does not constitute approval without those comments. S14ttt si 1 518 Fa";rry Fugrtt fan, Need Washington State Energy Code Lighting Budget and other WSEC sheets for permit £ , ar7 r Mrh s 1t�5th..t rt JCPenney lkwcr mss Pii: Baker ,j ` tr.Itidef s S :� 167th �,t St :3 1(sth `;t 8 170th St 0) j B 172nd St 172nd PI tf i a pquest 17eith st ri./414.3 Pond n. blii7 BI d. rylinklerBlvti Upland# Or c r,0 E .. t 02011 MapQuest Poitiaiis @?611 Inteirnmap N; VTEO SEPARATE PERI REQUIRED FO Mebhanfcel Electrical i��� Plumbing Was Piping City of Tukwila BUILDING DIVISI L I r -'! A. OCCUPANCY: B. CONSTRUCTION CLASSIFICATION: C. GROUP D. SPRINKLERED: E. SALES AREA: F. STOCK ROOM AREA: . G. TOTAL AREA: OCCUPANCY CALCULATIONS: SALES FLOOR STOCK ROOM AREA OCCUPANCY LOAD REQUIRED EXITS: • STORE USE GROUP "M" - MERCANTILE • TYPE MB • NON- COMBUSTIBLE FULLY SPRINKLERED • 2403 S.F. 303 S.F. • 2706 S.F. • 2403/30 (PER PERSON) = 80 PERSONS •303/300 (PER PERSON) = 1 PERSON 81 PEOPLE TOTAL OCCUPANCY RECEIVED 2 EXITS REQUIRED, 2 EXITS PROVIDER NOTE: TOTAL NUMBER OF EMPLOYEES AT ONETIME = 3 JAN 26 2012 PERMIT CENTER All Phases of Structural, Architectural, HVAC, Plumbing, Sprinkler and Electrical Design MUST be in Compliance with all Applicable Editions of the above Codes Including any adopted amendments by the local 8897 municipalpality. l`.; Tenant's General Contractor shall be responsible for scheduling inspections by the Building Department and other Inspectors as necessary and to comply with their requirements, all codes and, regulations. In the event Tenant's Contractor is notified of any violations of codes( by the jurisdictional authorities or by Landlord, Tenant's contractor sha correct such violations within seven (7) calendar days from such date of notification. Tenant's contractor to schedule pre- construction meeting with landlord's onsite representative prior to commencement of any work. Tenant's contractor responsible for field verifying all existing condition dimensions . co` 'rl r, �1 '1A0r o:� ItwuItf.; W� �WCC 00 co SOU � -J - kQ3 �v W Q Q z O M F411 0 0 Cl) a NORTH DIVISION 1 - GENERAL REQUIREMENTS SECTION : 01000 01010 SCOPE OF WORK CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT, POWER, UTILITIES, AND LABOR, ( EXCEPT AS NOTED IN THE CONTRACT DOCUMENTS), INCLUDING BUT NOT LIMITED TO ALL GENERAL TRADES , ELECTRICAL, HEATING, AND AIR CONDITIONING WORK FOR THE COMPLETE CONSTRUCTION OF THE OWNERS SUPPLIED FIXTURES. THE BUILDING INTERIORS AND IMPROVEMENTS TO BE CONSTRUCTED AS SHOWN ON THE DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS AND OTHER RELATED DOCUMENTS SUPPLIED BY SPENCER GIFTS LLC. 01020 CONTRACT DOCUMENTS A. WHEN ANY PROVISION IN ANY OF THE CONTRACT DOCUMENTS CONFLICTS WITH ANOTHER PROVISION, THE PROVISION IN THE DOCUMENT FIRST ENUMERATED BELOW SHALL GOVERN. 1. APPROVED CHANGE ORDERS ISSUED AFTER THE EXECUTION OF THE CONTRACT. 2. THE EXECUTED CONTRACT. 3. ADDENDUM ISSUED PRIOR TO EXECUTION OF THE CONTRACT BETWEEN OWNER AND CONTRACTOR. 4. SUPPLEMENTARY GENERAL CONDITIONS AND AMENDMENTS 5. DRAWINGS 6. SPECIFICATIONS 7. CONTRACTORS BID 8. INSTRUCTION TO BIDDERS. 01030 SITE CONDITIONS IT IS UNDERSTOOD AND AGREED THAT THE CONTRACTOR HAS MADE A CAREFUL EXAMINATION OF THE SITE CONDITIONS AND HAS SATISFIED HIMSELF AS TO THE NATURE OF THE WORK. CONTRACT DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC, THEREFORE, THE G.C. SHALL OBTAIN DETAILED INFORMATION FROM OTHER CONTRACTORS REGARDING THE LOCATION OF ALL EQUIPMENT BEFORE ROUGH -IN, AS THE FINAL LOCATION MAY DIFFER FROM THAT SHOWN ON THE DRAWING. ALL EQUIPMENT, FIXTURES, ETC. THAT ARE IMPROPERLY PLACED BECAUSE OF FAILURE TO OBTAIN THIS INFORMATION SHALL BE RELOCATED AND REINSTALLED WITHOUT ADDITIONAL EXPENSE TO THE TENANT. 1 4 INSURANCE / BONDS O O O RANCE A. CONTRACTOR MUST SUBMIT A CERTIFICATE OF WORKERS COMPENSATION AND CERTIFICATES MUST BE FILED WITH THE OWNER PRIOR TO THE START OF CONSTRUCTION. B. LIABILITY INSURANCE SHALL MEET THE MINIMUM REQUIREMENTS LISTED BELOW UNLESS A HIGHER COVERAGE SHALL BE REQUIRED BY THE LANDLORDS AGENT. C. THE POLICY SHALL BE WRITTEN AS A COMPREHENSIVE GENERAL LIABILITY POLICY AS DEVISED AND USED BY MEMBERS OF THE NATIONAL BUREAU OF CASUALTY UNDERWRITERS FOR THE MUTUAL BENEFIT OF SPENCER, AND THE LANDLORD NAMING SPENCER AND THE LANDLORD AS INSUREDS, TO PROTECT SPENCER AND THE LANDLORD AGAINST CLAIMS FOR BODILY INJURY, DEATH, OR PROPERTY DAMAGE, OCCURRING IN OR ABOUT SAID PREMISES. TO AFFORD PROTECTION OF NOT LESS THAN $1,000,000 FOR WORKER'S COMPENSATION AND EMPLOYERS LIABILITY, $2,000,000 PERSONAL INJURY, AND $1,000,000 PROPERTY DAMAGE D. BONDS: THE GENERAL CONTRACTOR MUST PROVIDE A PERFORMANCE BOND AND LABOR & MATERIAL PAYMENT BOND FOR THE TOTAL SUM OF PROJECT . PRIOR TO COMMENCEMENT OF WORK, CONTRACTOR MUST PROVIDE; INSURANCE CERTIFICATE ENDORSED TO DDR NORTE LLC, S.E., DDR PR VENTURES II LLC, DEVELOPERS DIVERSIFIED REALTY CORPORATION & PMI RETAIL PROPERTY MANAGEMENT CORPORATION, A WORKER'S COMPENSATION INSURANCE, A CONSTRUCTION DEPOSIT FOR $5,000.00, CONSTRUCTION PERMIT APPROVED BY A.R.P.E. AND A COPY OF THE MALL'S CONSTRUCTION RULES AND REGULATIONS SIGN BY THE CONTRACTOR. ALSO CONTRACTOR MUST COORDINATE A PRE- CONSTRUCTION MEETING WITH OPERATIONS MANAGER AT THE MALL. 01050 USE OF PREMISES THE OWNER RESERVES ALL RIGHTS OVER ADVERTISING PRIVILEGES ON OR ABOUT THE CONSTRUCTION SITE. NO SIGNS EXCEPT FOR "SPENCER GIFTS COMING SOON" SIGNS SHALL BE DISPLAYED ON THE PREMISES. 01060 OCCUPANCY OF THE SITE THE OWNER RESERVES THE RIGHT TO OCCUPY THE BUILDING SPACE OR SUCH PORTIONS OF IT AS MAY BE DESIRED, AT ANY TIME AFTER RECEIVING FINAL ACCEPTANCE FROM LANDLORD, WITHOUT IN ANYWAY ALTERING OR INVALIDATING THE CONTRACT DOCUMENTS . 01070 INSPECTIONS REPRESENTATIVES OF SPENCER GIFTS WILL CONDUCT PERIODIC INSPECTIONS DURING THE PERIOD OF CONSTRUCTION. WHEN WORK IS SUBSTANTIALLY COMPLETE, CONTRACTOR WILL NOTIFY SPENCER GIFTS, AND REQUEST A PRE - FINAL INSPECTION; THE INSPECTOR WILL PREPARE A PUNCH LIST OF INCOMPLETE OR INCORRECT WORK AND SUBMIT SAME TO THE CONTRACTORS JOB SITE REPRESENTATIVE. 01080 FINAL ACCEPTANCE THE FINAL ACCEPTANCE OF THE WORK SHALL TAKE PLACE AFTER ALL PUNCH LIST ITEMS HAVE BEEN CORRECTED TO THE SATISFACTION OF SPENCER GIFTS REPRESENTATIVE. 01090 SHOP DRAWINGS UNLESS OTHERWISE SPECIFIED CONTRACTOR SHALL PROVIDE A MINIMUM OF THREE (3) COPIES OF ALL SHOP DRAWINGS REQUIRED TO BE SUPPLIED BY HIM. FINAL PAYMENT IS CONTINGENT UPON SPENCER GIFTS RECEIVING THESE DRAWINGS. 01 100 AS -BUILT DRAWINGS ANY CHANGES MADE TO THE BUILDING SITE WHICH DEVIATES FROM THE FINAL CONSTRUCTION PLANS SHALL BE SO NOTED ON A DRAWING AND SUBMITTED TO SPENCER GIFTS AT THE COMPLETION OF CONSTRUCTION . FINAL PAYMENT IS CONTINGENT UPON SPENCER GIFTS RECEIVING THESE DRAWINGS. 01110 SPECIFICATIONS THE ATTACHED SPECIFICATIONS ARE GENERAL IN NATURE AND MAY NOT DETAIL ALL PHASES OF THE WORK BEING DONE. THEREFORE, ANY SPECIFICATIONS NOT COVERED SHALL BE REFERRED TO SPENCER GIFTS REPRESENTATIVE OR DETAILS SHALL BE LOCATED ON THE APPLICABLE DRAWINGS. 01120 LAYOUT BEFORE ORDERING ANY MATERIAL OR DOING ANY WORK, EACH CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF SAME. ANY DIFFERENCES WHICH MAY BE FOUND BETWEEN THE ACTUAL MEASUREMENTS AND DIMENSIONS INDICATED ON THE DRAWINGS SHALL BE SUBMITTED TO SPENCER GIFTS REPRESENTATIVE FOR THEIR CONSIDERATION BEFORE PROCEEDING WITH THE WORK. 01130 SCHEDULING PRIOR TO ACCEPTANCE OF THE CONTRACT ON THE AWARD DATE CONTRACTOR SHALL VERIFY START AND COMPLETION DATES BEFORE STARTING WORK AND SHALL INFORM SPENCER GIFTS REPRESENTATIVE OF ANY CONFLICTS WHICH MAY EFFECT THE SCHEDULED COMPLETION OF THE WORK. 01140 CONSTRUCTION EQUIPMENT EXCEPT AS OTHERWISE SPECIFIED, EACH CONTRACTOR SHALL FURNISH AT HIS OWN COST AND RISK, ALL TOOLS, APPARATUS, HOISTS (INCLUDING POWER FOR SAME), SCAFFOLDING, AND ALL OTHER TEMPORARY WORK AND MATERIALS NECESSARY FOR THE EXECUTION OF THE WORK. 01150 TELEPHONE GENERAL CONTRACTOR SHALL INSTALL AT HIS OWN EXPENSE A JOB TELEPHONE AND SHALL BE RESPONSIBLE FOR ALL CALLS PLACED BY HIS PERSONNEL AT THE JOBSITE. 01170 TEMPORARY UTILITIES TEMPORARY UTILITIES MUST BE SUPPLIED FROM THE PERMANENT POWER SOURCE. THE CONTRACTOR MUST INSTALL THE PERMANENT CONDUIT FOR THE ELECTRICAL SERVICE & TELEPHONE TO PROVIDE TEMPORARY UTILITIES 01160 MATERIALS & FIXTURES ( RECEIPT , STORAGE , & HANDLING ) SPENCER GIFTS WILL SHIP ALL MATERIALS DESIGNATED AS SUPPLIED BY SPENCER GIFTS TO THE JOB SITE. THE GENERAL CONTRACTOR WILL BE HELD RESPONSIBLE TO PROPERLY RECEIVE AND ACCOUNT FOR ALL MATERIAL SHIPPED ON AN ITEM -TO- ITEM BASIS. ANY SHORTAGES OR DAMAGE DISCOVERED AT THE TIME OF RECEIPT OF MATERIAL MUST BE NOTED ON THE FREIGHT BILL OF LADING AND SPENCER MUST BE IMMEDIATELY NOTIFIED SO THAT A FREIGHT CLAIM CAN BE FILED. THE GENERAL CONTRACTOR MUST ARRANGE FOR THE STORAGE AND SECURITY OF ALL MATERIALS AND FIXTURES RECEIVED AT THE JOB SITE, FAILURE TO DO SO WILL RESULT IN THE CONTRACTOR BEING HELD FINANCIALLY LIABLE FOR THE REPLACEMENT COST OF ANY MATERIALS DAMAGED OR MISSING. 01180 RESPONSIBILITY OF CONTRACTOR ALONG WITH THE CUSTOMARY OBLIGATIONS WHICH GO WITH THIS WORK, THE GENERAL CONTRACTOR AND HIS SUBCONTRACTORS SHALL BE HELD RESPONSIBLE FOR ALL DAMAGES WHICH ARE A DIRECT CONSEQUENCE OF ANY ACTS, OMISSIONS OR NEGLIGENCE IN THE PERFORMANCE OF THIS WORK. IN ADDITION THE GENERAL CONTR. SHALL PROVIDE A JOB SUPERVISOR DIRECTLY FROM HIS STAFF ON THE JOB SITE ON A FULL TIME BASIS DURING THE CONTRACT PERIOD,OR UNTIL THE PROJECT IS COMPLETED. THE GENERAL CONTRACTOR'S SUPERINTENDENT SHALL BE ON THE JOB SITE AT ALL TIMES WORK IS BEING PERFORMED. END OF SECTION :DIVISION 2 - SITE WORK 02071 DEMOLITION REMOVE ALL PARTITIONS & EQUIPMENT AS SPECIFIED ON THE DEMOLITION PLAN. ALL REMOVAL, DISPOSAL, AND HAULING OF SAID MATERIAL IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHOULD BE COMPLETED IN SUCH A MANNER AS TO HARMONIZE WITH THE LANDLORD'S PROJECT MANAGER END OF SECTION DIVISION 3 - CONCRETE 03300 SLAB 1. SLAB SHALL BE FOUR INCH (4 ") REINFORCED CONCRETE (3000) PSI WITH 6x6 #10 (TEN) MESH ON MINIMUM FOUR INCH (4 ") GRANULAR FILLED WITH SIX (6) MILL POLYETHYLENE VAPOR BARRIER. SLAB SHALL BE CAPABLE OF SUPPORTING LIVE LOADS AS FOLLOWS. (a) LEVELS OTHER THAN ON GRADE: ONE HUNDRED (100) POUNDS PER SQUARE FOOT. (b) ON GRADE SLABS. ONE HUNDRED TWENTY -FIVE (125) POUNDS PER SQUARE FOOT UNLESS OTHERWISE SPECIFIED ON SHEET A -1 END OF SECTION DIVISION 4 MASONRY 1. NO WORK UNDER THIS SECTION END OF SECTION DIVISION 5 METALS 05400 METAL FRAMING METAL STUDS SHALL BE 3 5/8 ". GAUGE TO MEET LANDLORD AND OR LOCAL CODES. (UNLESS OTHERWISE NOTED) END OF SECTION DIVISION 6 - WOOD AND PLASTICS 06010 PLYWOOD ALL PANELS SHALL BE STAMPED WITH AMERICAN PLYWOOD ASSOCIATION LABELS SHOWING GROUP NUMBER, GRADE AND EXPOSURE RATING. ALL PLYWOOD TO BE FIRE TREATED. 06020 MILLWORK- FINISH CARPENTRY SHALL CONFORM TO THE DESIGN AND DETAILS SHOWN. WHERE APPLICABLE WORK SHALL BE FINISHED AND ASSEMBLED AT THE MILL. ALL MILLWORK AND FINISH CARPENTRY SHALL BE SANDED SMOOTH AND FREE FROM MACHINE OR TOOL MARKS. SHARP CORNERS SHALL BE EASED. ALL SCREWS SHALL BE COUNTER SUNK. R MUST ALL. WOOD USED TO CONSTRUCT THE MILLWORK US T BE TREATED TO RENDER IT NONCOMBUSTABLE. TREATED PROCESS SHALL CONFORM TO SECTIONS 903:72 & 903:8 OF THE BOCA CODE. 06030 MITER CORNERS TO INTERIOR TRIM UNLESS OTHERWISE NOTED. 06040 HARDWARE & FRAMING - PROVIDE AND INSTALL ALL ROUGH HARDWARE AND METAL FASTENINGS REQUIRED FOR PROPER INSTALLATION OF CARPENTRY AND MILLWORK. 06060 NONCOMBUSTABLE TREATMENT- ALL LUMBER USED FOR BLOCKING SHALL BE TREATED TO RENDER IT NONCOMBUSTABLE TREATED PROCESS SHALL CONFORM TO SECTIONS 903 :72 AND 903:8 OF THE BOCA CODE. DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07900 JOINT SEALERS AND FILLERS PART 1 - GENERAL 1.1 DESCRIPTION OF WORK: THIS SECTION INCLUDES, WITHOUT LIMITATION. A. PREPARATION OF JOINTS. B. SEALING AND FILLING OF JOINTS INDICATED AND JOINTS,SEAMS, AND INTERSECTIONS BETWEEN DISSIMILAR MATERIALS. 1 .2 SUBMITTALS: Submit the following in compliance with Divisions 0 and 1: A. Samples for color selection. 1 .3 INTENT: The work of this section is intended to provide joint sealers which have no adhesive or cohesive failure, and to provide joint sealers with uniform, continuous appearance. 1.4 WARRANTY: One year from Date of C of 0; Include refitting & rehanging. PART 2 - PRODUCTS 2.1 COLORS: Provide colors as selected by Architect from manufacturer's standard colors. 2.2 ACRYLIC LATEX - SEALANT TYPE 1: Provide Pecora AC -20, Tremco Acrylic Latex, or Sonneborne Sonolac. Provide acrylic latex sealant for typical interior joints. 2.5 SILICONE RUBBER - SEALANT TYPE 2: Provide Pecora 863, Tremco Proglaze, or General Electric 1700. Provide silicone rubber sealant for all interior joints in wet areas. PART 3 - EXECUTION 3.1 INSTALLATION: Clean joint surfaces immediately before installation. Remove all substances which could interfere with bond. Etch or roughen joint surfaces to improve bond. Provide backer rods for all liquid sealants to the greatest extent possible. Prevent three sided adhesion by use of bond breaker tapes or backer rods. Force sealant into joints to provide uniform, dense, continuous ribbons free from gaps and air pickets. Dry tool sealants to form a smooth dense surface. Make joint depth equal joint width for joints up to 1/2" wide. For joints over 1/2" wide, make depth equal to one -half of the joint width. Cure sealants in strict compliance with manufacturers'' instructions and recommendations to obtain highest maximum adhesion. END OF SECTION DIVISION 8 - DOORS & WINDOWS 08110 STEEL DOORS AND FRAMES 1. SALES TO STOCKROOM DOOR: STEEL, HOLLOW METAL U.L. LABELED B: CECO MFG. CO. OR EQUAL FLUSH TYPE HARDWARE. COMPLETE WITH STEEL FRAMES DOORS TO BE 3'0 "x6'8" UNLESS OTHERWISE SPECIFIED. DOOR AND JAMBS TO BE PAINTED P1 BLACK, CONTRACTOR TO FURNISH & INSTALL ALL HARDWARE. DOOR CLOSURE, PUSH PLATE, PULL PLATE, KICK PLATE, AND ONE WAY MIRROR. 2. TOILET ROOM DOOR (S): 3' -0" x 6' -8" HOLLOW CORE HARDWOOD DOOR WITH WOOD DOOR FRAMES & PLANTED STOPS AND CASTING TRIM. ALL HARDWARE TO BE SUPPLIED AND INSTALLED BY CONTRACTOR. 3. REAR SERVICE DOOR: STEEL, HOLLOW METAL U.L. LABELED B: CECO MFG. CO. OR EQUAL. FLUSH TYPE HARDWARE. COMPLETE WITH STEEL FRAMES GENERAL CONTRACTOR WILL SUPPLY & INSTALL A ALARM LOCK #250 PANIC BAR. PANIC BAR IS TO BE KEYED FROM THE INSIDE ONLY USING A BEST CYLINDER SUPPLIED AND INSTALLED BY THE CONTRACTOR. G.C. TO PLACE "SPENCER GIFTS" DECAL ON OUTSIDE OF DOOR. CONTRACTOR TO SUPPLY AND INSTALL DOOR CLOSURE, AND A PEEP SIGHT @ 5' 0" A. F. F. 08210 WOOD DOORS 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Flush wood doors and transom panels; fire rated and non - rated. B. Related Sections: 1. Section 06200 Finish Carpentry. 2. Section 08111 - Standard Steel Frames. 3. Section 08710 - Door Hardware. 4. Section 08800 - Glazing. 5. Section 09910 - Paints and Coatings: Site finishing doors. 1.2 SUBMITTALS A. Submit under provisions of Section 01300. B. Shop Drawings: Illustrate door opening criteria, elevations, sizes, types, swings, undercuts required, special bevelling, special blocking for hardware, identify cutouts for glazing and louvers. C. Product Data: Indicate door core materials and construction; veneer species, type and characteristics; factory machining criteria, and factory finishing criteria. 1.3 QUALITY ASSURANCE A. Perform work in accordance with AWI Quality Standard, Custom Grade. B. Fire Door and Panel Construction: Conform to ASTM El 52. C. Installed Door and Panel Assembly: Conform to NFPA 80 for fire rated class as scheduled. D. Finish doors in accordance with AWI Quality Standard, to grades identified in schedule. 1.4 REGULATORY REQUIREMENTS A. Installed Fire Rated Door Assembly: Conform to NFPA 80 for fire rated classes. 1.5 WARRANTY A. Provide a 3 year warranty to requirements of General Conditions. B. Include coverage for delamination of veneer, warping beyond specified installation tolerances, defective materials, and telegraphing core construction. 2 PRODUCTS 2.1 MANUFACTURERS A. OshKosh Architectural Doors. B. Weyerhauser Door . C. Fenestra Corporation. D. Eggers Industries. E. Substitutions: To requirements of Section 01300. 2.2 DOOR TYPES A. Flush Interior Doors: solid core construction, fire rated, acoustic rated, as indicated. 2.3 DOOR CONSTRUCTION A. Core Solid, Non - Rated: NWWDA, Type Solid particleboard core. B. Core Hollow: AWI, Type Standard. 2.5 ACCESSORIES A. Wood louvers: 1. Material and Finish: to match door face species. 2. Louver Blade: Flush. B. Glazing Stops: Wood, of same species as door facing. 2.6 FABRICATION A. FABRICATE NON -RATED DOORS TO AWI REQUIREMENTS. B. FABRICATE FIRE RATED DOORS IN ACCORDANCE WITH AWI STANDARDS AND TO UL REQUIREMENTS. C. SOUND RATING FOR SINGLE DOOR LEAF AND FRAME ASSEMBLY: ASTM E413, MINIMUM STC 35. D. PROVIDE LOCK BLOCKS AT LOCK EDGE AND TOP OF DOOR FOR CLOSER FOR HARDWARE REINFORCEMENT. E. VERTICAL EXPOSED EDGE OF STILES: OF SAME SPECIES AS VENEER FACING. HARDWOOD FOR TRANSPARENT FINISH. PLASTIC LAMINATE SAME AS DOOR FACING. F. FIT DOOR EDGE TRIM TO EDGE OF STILES AFTER APPLYING VENEER FACING. G. BOND EDGE BANDING TO CORES. H. FACTORY MACHINE DOORS FOR FINISH HARDWARE IN ACCORDANCE WITH HARDWARE REQUIREMENTS AND DIMENSIONS. DO NOT MACHINE FOR SURFACE HARDWARE. PROVIDE SOLID BLOCKING FOR THROUGH BOLTED HARDWARE. I. FACTORY PRE -FIT DOORS FOR FRAME OPENING DIMENSIONS IDENTIFIED ON SHOP DRAWINGS. 2.7 FINISH A. FACTORY FINISH DOORS IN ACCORDANCE WITH APPROVED SAMPLE. 3 EXECUTION 3.1 INSTALLATION A. SEE FINISH CARPENTRY SECTION 06200 FOR WOOD DOOR INSTALLATION. B. TRIM NON -RATED DOOR WIDTH BY CUTTING EQUALLY ON BOTH JAMB EDGES. C. TRIM DOOR HEIGHT BY CUTTING BOTTOM EDGES TO A MAXIMUM OF 19 MM. D. MACHINE CUT FOR HARDWARE. CORE FOR HANDSETS AND CYLINDERS. E. COORDINATE INSTALLATION OF GLASS AND GLAZING. F. INSTALL DOOR LOUVERS, PLUMB AND LEVEL. G. ADJUST DOOR FOR SMOOTH AND BALANCED DOOR MOVEMENT, 3.2 INSTALLATION TOLERANCES A. CONFORM TO NWWDA REQUIREMENTS FOR FIT AND CLEARANCE TOLERANCES AND MAXIMUM DIAGONAL DISTORTION. END OF SECTION 08710 DOOR HARDWARE 1 GENERAL 1.1 SUMMARY A. SECTION INCLUDES: 1. HARDWARE FOR WOOD AND HOLLOW METAL DOORS. B. RELATED SECTIONS: 1. SECTION 06200 - FINISH CARPENTRY 2. SECTION 08110 - STEEL DOORS AND FRAMES 3. SECTION 08210 - WOOD DOORS. 1.2 COORDINATION A. COORDINATE WORK OF THIS SECTION WITH OTHER DIRECTLY AFFECTED. SECTIONS INVOLVING MANUFACTURER OF AND INTERNAL REINFORCEMENT FOR DOOR HARDWARE. B. SUPPLY TEMPLATES TO MANUFACTURERS OF COMPONENTS AFFECTED BY HARDWARE. 1 .3 QUALITY ASSURANCE A. AHC - Association of Hardware Consultants. B. Hardware Supplier: Company specializing in supplying commercial door hardware with minimum 5 years documented experience. C. Hardware Supplier Personnel: Employ an AHC (Architectural Hardware Consultant) to supervise the work of this section. 1.4 REGULATORY REQUIREMENTS A. Conform to UL requirements for fire rated doors, frames, and hardware. B. Notify Architect if any specified hardware item is in conflict with any applicable code provision. 1.5 SUBMITTALS A. Submit shop drawings and product data to requirements of Section 01300. B. Indicate on shop drawings, locations and mounting heights of each type of hardware, and accessories. C. Supply templates to door and frame manufacturers to enable accurate sizes, locations of cut outs, and reinforcement for hardware. D. Provide product data on specified hardware. 1.6 EXTRA STOCK AND SPARE PARTS A. Provide one extra key lock cylinder for each master keyed group. 1 .7 MAINTENANCE MATERIALS A. Provide special wrenches and tools applicable to each different or special hardware component. B. Provide maintenance tools and accessories supplied by hardware component manufacturer. 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. See door and hardware schedule on drawings for acceptable suppliers. B. Substitutions: Only if approved in writing by architect. 3 EXECUTION 3.1 EXAMINATION A. Verify that door and frame components are ready to receive work and dimensions are as indicated on shop drawings. B. Verify that proper power supply is available to power operated devices. C. Beginning of installation means acceptance of site conditions. 3.2 INSTALLATION A. Install hardware to manufacturer's instructions and requirements of ANSI/DHI. B. Use the templates provided by hardware item manufacturer. C. Maintain heights from finished floor to center line of hardware item per ANSI /DHI and ADA standards. 3.3 SCHEDULE A. See drawings for hardware schedule END OF SECTION 08800 GLASS AND GLAZING ...... GLASS AND GLAZING: TEMPERED GLASS TO BE USED, TO BE. SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR. INSTALLATION SHALL BE LEFT IN A NEAT AND CLEAN CONDITION AND GLASS JUDGED TO BE DAMAGED BY IMPROPER SETTING SHALL BE REPLACED AT NO EXTRA COST TO SPENCER GIFTS. MASTIC COLOR TO BE CLEAR. GLASS EDGES TO BE POLISHED 1/4" BUTT JOINTS INSTALL BUTT CLIPS TO STABILIZE mov-dviREVIEVVED FOR CODE COMPLIANCE APPROVED MAR 2 2 2012 END OF SECTION DIVISION 9 - FINISHES 091 10 METAL STUD FRAMING 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Formed metal stud framing at interior locations. 2. Framing accessories. B. Related Sections: 1. Section 06110 - stud framing. 2. Section 06200 - 3. Section 07213 - framing. 4. Section 09260 - Gypsum Board Assemblies C. Reference: All metal stud construction shall comply with the "American Iron and Steel Institute" ,AISI Current Edition of "Specifications for the Design of Cold Formed Steel Structural Members 1.2 SYSTEM DESCRIPTION A. Metal stud framing for interior walls, with acoustic insulation specified in Section 07213 and gypsum board specified in Section 09260. 1.3 QUALITY ASSURANCE A. Perform Work to ASTM C840. 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. U. S. Gypsum Company. B. National Gypsum Company. C. Dale Industries. D. Substitutions: To requirements of Division 1. 2.2 STUD FRAMING MATERIALS A. Studs: ASTM C645, electro- galvanized, non -load bearing rolled steel, channel shaped, punched for utility access, as follows: 1. Width: as noted on drawings 2. Thickness: 20 ga. minimum B. Runners: Of same material and finish as studs, bent leg retainer to receive studs. C. Furring and Bracing Members: Of same material and finish as studs, thickness to suit purpose. D. Fasteners: Self drilling, self tapping screws of length not less than thickness of finish material plus inch. E. Anchorage Devices for concrete: Powder driven. F. Primer: Zinc oxide touch -up for galvanized surfaces. City of Tukwila BUILDING DIVI ION_ OINNINIONOMM Wood Framing: Rough wood blocking within Finish Carpentry. p ry . Batt Insulation: Insulation within stud 3 EXECUTION 3.1 ERECTION A. ALIGN AND SECURE TOP AND BOTTOM RUNNERS AT 24 INCHES OC. B. FIT RUNNERS UNDER AND ABOVE OPENINGS; SECURE INTERMEDIATE STUDS AT SPACING OF WALL STUDS. INSTALL STUDS VERTICALLY AT 16 INCHES O.C. UNLESS OTHERWISE NOTED ON DRAWINGS. ALIGN STUD WEB OPENINGS. D. SECURE STUDS TO TRACKS. BRACE STUD FRAMING SYSTEM AND MAKE RIGID. E. STUD SPLICING IS PERMISSIBLE BY OVERLAPPING WITH FLANGES IN OPPOSITE DIRECTIONS TO FORM A BOX SECTION WITH OVERLAP LENGTH A MINIMUM OF L/15 OF WALL HEIGHT. WHERE WALL HEIGHT EXCEEDS 16', WALL SHALL BE BRACED WITH DIAGONAL STUDS AT A MAXIMUM SPACING OF 8' O.C. FROM TOP 1/3 POINT OF WALL TO ROOF STRUCTURE. F. CONSTRUCT CORNERS USING MINIMUM THREE STUDS. DOUBLE STUD AT WALL OPENING, DOOR AND WINDOW JAMBS, NOT MORE THAN 2 INCHES EACH SIDE OF OPENINGS. G. COORDINATE ERECTION OF STUDS WITH REQUIREMENTS OF DOOR AND WINDOW FRAME SUPPORTS AND ATTACHMENTS. H. COORDINATE INSTALLATION OF BUCKS, ANCHORS, AND BLOCKING WITH ELECTRICAL AND MECHANICAL WORK TO BE PLACED IN OR BEHIND STUD FRAMING. I. BLOCKING AND REINFORCEMENT: SECURE TO STUDS. INSTALL FOR SUPPORT OF PLUMBING FIXTURES, TOILET PARTITIONS, WALL CABINETS, TOILET ACCESSORIES, HARDWARE, ETC. J. Refer to Drawings for location of partitions extending to ceiling only, and partitions extending through ceiling to structure above. Maintain clearance under structural building members to avoid deflection transfer to studs. Provide extended leg ceiling runners. K. Coordinate placement of acoustic insulation in multiple stud spaces made inaccessible after stud framing erection. C. WslIle[d Working Drawing Review Approved Approved as Noted ❑ Resubmit These drawings have been reviewed for general design intent only. All actual field conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings is required to be kept on the job site at all times. • Signed 09120 CEILING SUSPENSION SYSTEMS (WHEN REQUIRED) PART1 GENERAL 1.01 RELATED DOCUMENTS A. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION -1 REQUIREMENTS, APPLY TO WORK UNDER THIS SECTION 1.02 SUMMARY A. SECTION INCLUDES: 1. SUSPENSION SYSTEM 2. ACOUSTICAL PANELS 3. ACCESSORIES B. PROVIDE AND INSTALL NEW ACOUSTICAL TILE CEILINGS WHERE INDICATED ON THE CONTRACT DRAWINGS 1.03 REFERENCES A. ACOUSTICAL MATERIALS: FS SS -S -1 18. B. SUSPENSION SYSTEM: ASTM C 635 FOR MATERIALS: ASTM C 636 FOR INSTALLATION C. FIRE HAZARD: UL "BUILDING MATERIALS DIRECTORY" D. FIRE RESISTANCE: UL "FIRE RESISTANCE DIRECTORY" PART 2 PRODUCTS 2.01 SUSPENSION SYSTEM (NON- RATED) A. MATERIALS: THE EXPOSED NON -FIRE RATED CEILING SUSPENSION SYSTEMS SHALL BE THE FOLLOWING DANN SYSTEMS AS MANUFACTURED BY USG INTERIORS. 1. CENTRICITEE (ICBO REPORT #2244) A. ALL MAIN RUNNERS SHALL CONFORM TO THE LIGHT DUTY CLASSIFICATION OF ASTM C635 B. MAIN RUNNERS, CROSS TEES, VARIABLE PLACEMENT TEES AND GRID ADAPTERS SHALL BE OF COLD ROLLED ELECTROGALVANIZED STEEL AND STEEL CAP OF A STANDARD FACTORY APPLIED FINISH. COLOR TO MATCH THE CEILING TILE. C. WALL ANGLE MOLDINGS SHALL BE OF COLD ROLLED ELECTROGALVANIZED STEEL WITH A STANDARD FACTORY APPLIED FINISH. COLOR TO BE "BLACK" D. HANGER WIRE SHALL BE. NOT LESS THAN 9 GAUGE GALVANIZED STEEL 09250 GYPSUM WALLBOARD PART 1 PRODUCTS 1.01 MATERIALS A. FIRE- RESISTANT GYPSUM BOARD: A GYPSUM CORE WALL PANEL WITH ADDITIVES TO ENHANCE FIRE RESISTANCE OF THE CORE AND SURFACED WITH PAPER ON FRONT, BACK, AND LONG EDGES AND COMPLYING WITH ASTM C 36, TYPE " X " PART 2 EXECUTION 2.01 INSTALLATION A. GENERAL: IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, NATIONAL GYPSUM COMPANY. 1. GYPSUM BOARD SHALL BE 4' WIDE AND LENGTH AS LONG AS PRACTICAL TO MINIMIZE THE NUMBER OF JOINTS. 2. GYPSUM BOARD SHALL BE 5/8" INCH THICK OR 1/2" TYPE " X " 3. APPLICATION AND JOINT TREATMENT SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURES SPECIFICATIONS. 4. ALL FINISHED GYPSUM BOARD SURFACES SHALL BE FREE OF NOTICEABLE SEAMS, FASTENER LOCATIONS, OR BLEMISHES APPROPRIATE METAL BEADS AND TRIM SHALL BE USED AT ALL CORNERS AND EDGES. 5. FIRE RATINGS: THE FOLLOWING FIRE RATINGS AS SET BY UNDERWRITER'S LABORATORIES, WILL BE DEVELOPED BY THE GYPSUM BOARD WORK LISTED HERE: A COLUMNS: ALL UNPROTECTED COLUMNS AT SIDES AND REAR OF STORE, PARTY WALLS, AND REAR WALLS ARE TO HAVE A FIRE RATING OF 1 -HOUR SUBJECT TO LANDLORD & LOCAL BUILDING CODES . 09260 GYPSUM BOARD ASSEMBLIES 1 GENERAL 8897 1.1 SUMMARY A. Section Includes: 1. Metal channel ceiling framing 2. Gypsum board. B. Related Sections: 1. Section 09110 - Metal Stud Framing. 2. Section 06110 - Wood Framing. 3. Section 08111 - Standard Steel Frames. 4. Section 09910 - Paints and Coatings: Surface finis 1 .2 REGULATORY REQUIREMENTS A. Conform to applicable code for fire rated assemblies. Ern 01/17/12 Date o 0 O ra I- mod CC O D-.5 CC g� 2 w3I- O aa (Dili LLI dot Y.C▪ I_N s0 0. 1` ILI :la II 0 =a° 0 c n. CO 5)8 co CO • ca (D2o. Q. 0 o� V� w g O raN ca W r!1 ~ N N Pi W Cl CHECKED BY DO NOT SCALE DRAWINGS 3 0 0 SUPERCEDE DRAWINGS. 7 0 W R W em A J W CO 0 LLI QC 00 c) LL1 co �jW(3) (f9 coo WOOLT () LLJ W ( Q Q 4.1 00 LQ OL Gz� H (/) LOCATION J QZ CC 0 w U_ LL. =U O w CC 0_ < DWG.TITLE 1?--- 0 I � RECEIVED JAN 2 6 2017 PERMIT CENTER „, ;slag 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS - FRAMING MATERIALS A. U.S. Gypsum Company. B. National Gypsum Company. C. Georgia Pacific. D. Domtar Gypsum. E. Substitutions: To requirements of Division 1. 2.2 ACCEPTABLE MANUFACTURERS - GYPSUM BOARD A. U.S. Gypsum Company. B. National Gypsum Company. C. Georgia Pacific. D. Domtar Gypsum. E. Substitutions: To requirements of Division 1. 2.3 FRAMING MATERIALS A. Furring, Framing, and Accessories: ASTM C645, galvanized steel. B. Fasteners: Hardened steel. C. Adhesive: ASTM C557. 2.4 GYPSUM BOARD MATERIALS A. Standard Gypsum Board: ASTM C36, of thickness as noted on drawings, tapered edges. B. Fire Rated Gypsum Board: ASTM C36 for type X, of thickness as noted on drawings, tapered edges. C. Moisture Resistant Gypsum Board: ASTM C630, of thickness as noted on drawings, with tapered edges. 2.5 ACCESSORIES A. Acoustical Insulation: as specified in Section 07215. B. Acoustical Sealant: Non - hardening, non - skinning, for use in conjunction with gypsum board. C. Corner Beads: Metal. D. Edge Trim: Galvanized steel. E. Joint Materials: ASTM C475, reinforcing tape, joint compound, adhesive, water, fasteners. 3 EXECUTION 3.1 EXAMINATION A. Verify that site conditions are ready to receive work. B. Beginning of installation means acceptance of site conditions. 3.2 CEILING FRAMING INSTALLATION A. Install to ASTM C754, and manufacturer's instructions]. B. Install ceiling framing independent of walls columns, and g g p above ceiling work. C. Laterally brace entire suspension system. 3.3 ACOUSTICAL ACCESSORIES INSTALLATION B. Place resilient al insulation at maximum 24 inches o.c. framing, B. Place acoustical insulation per Section 07215. C. Install acoustical sealant within partitions to manufacturer's instructions. 3.4 GYPSUM BOARD INSTALLATION A. Install gypsum board to GA 201, 216, and 600. B. Use screws when fastening um board to furring or g gyp 9 C. Erect gypsum soffit board. perpendicular to supports. D. Place corner beads at external corners. Place edge trim where gypsum board abuts dissimilar materials. 3.5 JOINT TREATMENT A. Tape, fill, and sand exposed joints, edges, and corners to produce a smooth surface ready to receive finishes. END OF SECTION 09650 FLOORING G. Interior Enamel Undercoat: 1. BM: Moore's Alkyd Enamel Under body #217. 2. PPG: 6 -6 Speed hide Quick -Dry Enamel Undercoater. 3. P &L: Interior Trim Primer. 4. SW: ProMar 200 Alkyd Semi -Gloss Enamel B34W200. H. Interior Flat Alkyd Paint: 1. As specified on Decor sheets. I. Interior Semi -Gloss Alkyd Enamel: 1 . As specified on Decor sheets. J. Interior Gloss Alkyd Enamel: 1. Ass specified on Decor sheets. p 3 EXECUTION 3.1 EXAMINATION A. Verify that surfaces are ready to receive work as instructed fy y by the product manufacturer for the various types of finishes specified. B. Minimum Application Temperatures for Latex Paints: Interiors- 45 degrees F. Exterior 50 degrees F. C. Minimum Application Temperature for Varnish and transparent Finishes: 65 degrees F. D. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes unless moisture content of pP y ed maximum. surfaces are below the recommended E. Beginning of installation means acceptance of site conditions. 3.2 PREPARATION A. Correct minor defects and deficiencies in surfaces which affect work of this section, 3.3 APPLICATION A. Apply products to manufacturer's instructions. B. Paint all exposed to view surfaces. C. Sand lightly between coats to achieve required finish. D. Do not apply finishes to surfaces that are not dry. E. Where clear finishes are required, tint fillers to match q wood. Work fillers into the grain before set. Wipe excess from surface. F. Back prime exterior wood work with exterior primer paint. G. Back prime interior wood work with primer sealer paint. 3.4 MECHANICAL AND ELECTRICAL EQUIPMENT A. Remove finished louvers, grilles, covers, and access panels on mechanical and electrical components from location and paint p p separately. Finish paint primed equipment to to match adjacent work. B. Prime and paint insulated and exposed pipes, conduit, boxes, insulated and exposed ducts, hangers, brackets, collars and supports, to match adjacent work except where items are pp p prefnt hied. �C. Paint interior surfaces of air ducts, convector and baseboard heating cabinets that are visible through grilles and louvers with one coat of flat black paint, to limit of sight line. Paint dampers, except fire- rated, exposed behind louvers, grilles, convector and baseboard cabinets to match face panels. D. Paint exposed conduit and electrical equipment occurring in finished areas. Color and texture to match adjacent surfaces. E. Paint both sides and edges of plywood backboards for electrical equipment before installing equipment. 3.5 PROTECTION A. Protect other surfaces from paint or damage. Repair damage. 3.6 CLEANING A. As work proceeds, promptly remove paint where spilled, splashed, or spattered. 3.7 SCHEDULE - INTERIOR SURFACES A. Wood - Painted: 1. One coat, alkyd primer sealer. 2. Two coats, alkyd enamel, with sheen as indicated on decor schedule. B. Wood - Transparent: 1. Filler coat for open grained wood only. 2. One coat stain. 3. One coat, sealer. 4. One coat varnish, gloss. 5. One coat varnish, satin. C. Steel - Unprimed: 1. One coat, zinc chromate primer. 2. Two coats, alkyd enamel, gloss. D. Steel - Primed: 1. Touch -up with zinc chromate primer. 2. Two coats, alkyd enamel, gloss. E. Steel Galvanized: 1. One coat, zinc chromate primer. 2. Two coats, alkyd enamel, gloss. F. Concrete Floors: 1. One coat, concrete sealer applied per manufacturer's directions, G. Plaster, Gypsum Board: -1. One coat, alkyd primer sealer. 2. Two coats, alkyd enamel, with sheen as noted on decor schedule. H. Fire Retardant Finish: 1. One coat, fire retardant primer. 2. Two coats, fire retardant finish, gloss. 3. Flame /smoke rating of 25/5. END OF SECTION DIVISION 10 - SPECIALTIES DIVISION 16 - ELECTRICAL 16000 1 6090 - WIRE AND CABLES 16150 - LIGHTING FIXTURES CONDUCTORS: BRANCH CIRCUIT AND FEEDER CONDUCTORS FOR ELECTRIC POWER SHALL BE COPPER TYPE (THHN, THWN OR THW) INSULATION FOR BRANCH CIRCUITS AND FEEDERS, UNLESS SPECIFICALLY NOTED OTHERWISE. NO ALUMINUM WIRING SHALL BE PERMITTED. ALL WIRE SHALL BE SIZE SHOWN ON THE DRAWINGS, IF NO SIZE IS SHOWN, WIRE SHALL BE NO 12. TAPS AND SPLICES ALL COPPER TAPS AND SPLICES IN #8 OR SMALLER WIRE SHALL BE FASTENED TOGETHER BY MEANS OF "WIRENUT" CONNECTORS. (IDEAL) ALL TAPS AND SPLICES IN WIRE LARGER THAN #8 SHALL BE MADE WITH COLOR KEYED HIGH COMPRESSION TYPE CONNECTORS FOR USE WITH MANUFACTURES APPROVED DIES, T &B SERIES 54000, BURNDY HY -DENT ANDERSON "VERSA - CRIMP" OR MAC PRODUCTS AN APPROVED SHRINK SLEEVE TO EQUAL INSULATION RATING OF WIRE SHALL BE USED TO INSULATE SPLICE FEEDER CONDUCTORS SHALL NOT BE SPLICED IN PULL BOXES FOR RUNS THAT ARE 1,000 FT. OR LESS, UNLESS APPROVED BY LANDLORD COLOR CODING UNLESS OTHERWISE APPROVED,COLOR -CODE FOR. POWER WIRING SHALL BE AS FOLLOWS NEUTRAL VOLTAGE NOT SPECIFIED SHOULD BE WHITE FOR LOW VOLTAGE 120/208V AND GRAY FOR 277!480V. 120/208V, PHASE A- BLACK: PHASE- B RED: PHASE C- BLUE. 480/277, PHASE 1- BROWN : PHASE B- ORANGE PHASEC- YELLOW ALL SWITCHLEGS, OTHER VOLTAGE SYSTEM WIRING, CONTROL AND INTERLOCK SHALL BE COLOR -CODED OTHER THAN THOSE ABOVE. 16100 - OUTLET BOXES LIGHT FIXTURES SHALL BE FURNISHED COMPLETE WITH LAMPS AND ALL NECESSARY TRIM AND MOUNTING HARDWARE, INSTALL AS SHOWN ON THE DRAWINGS. LIGHT FIXTURES SHALL BE NEATLY AND FIRMLY MOUNTED, USING STANDARD SUPPORTS FOR OUTLET AND FIXTURES. INCANDESCENT LIGHT FIXTURES SHALL BE 120VOLT. ALL FLUORESCENT FIXTURES FURNISHED UNDER THIS SECTION SHALL BE INDIVIDUALLY FUSED WITH RENEWABLE FUSE IN AN EXTERNAL HLR HOLDER. FURNISH FURNISH TO SPENCER GIFTS TEN EXTRA RENEWABLE FUSES EACH TOPE AND SPENCER GIFT ALL FLUORESCENT BALLAST FURNISHED UNDER THIS SECTION SHALL BE COVERED BY A FIVE -YEAR WARRANTY AGAINST DEFECTS. WARRANTY SHALL INCLUDE PAYMENT FOR NORMAL LABOR COSTS OF REPLACEMENT ALL FLUORESCENT BALLAST'S SHALL BE OF HIGH- ENERGY EFFICIENT ELECTRONIC TYPE AND COMPLY WITH THE FOLLOWING SPECIFICATIONS BALLETS SHALL BE MADE IN THE UNITED STATES OF AMERICA. BALLASTS SHALL CONSISTENTLY START AND OPERATE FROM A SUPPLY (LINE) VOLTAGE OF PLUS OR MINUS 10 PERCENT ABOUT THE CENTER DESIGN VOLTAGE OF 120 OR 277 VOLTS. ` BALLAST SHALL OPERATE LAMPS AT A FREQUENCY ABOVE 20K HZ FROM AN INPUT FREQUENCY OF 60 HZ. BALLAST FOR RAPID START LAMPS (T8 OR T12) OR SLIMLINE LAMPS SHALL BE CAPABLE OF OPERATING REMAINING LAMP(S) IF ONE OR MORE COMPANION LAMPS FAIL OR ARE REMOVED ALL BALLASTS SHALL BE UL. LISTED AND COMPLY WITH F.C.C. REQ.'S ALL BALLAST SHALL BE MANUFACTURED BY MAGNETEK ELECTRONIC TRIAD OCTRON AND USE T8 OCTIC LAMPS. 1 6200 - TELEPHONE 16010 - GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL ELECTRICAL SYSTEMS AND ANY NECESSARY ACCESSORIES AS PER NEC. AND LOCAL CODES WHETHER SPECIFIED HEREIN OR SHOWN ON DRAWINGS OR NOT. REFER TO ELECTRICAL PLANS FOR MORE INFORMATION. 16020 - LAYOUT OF WORK CORRELATE FINAL EQUIPMENT LOCATIONS WITH GOVERNING ARCHITECTURAL DRAWINGS. LAYOUT BEFORE INSTALLATION SO THAT ALL TRADES MAY INSTALL EQUIPMENT IN SPACES AVAILABLE. PROVIDE COORDINATION AS REQUIRED FOR INSTALLATION IN A NEAT AND WORKMANLIKE MANNER. 1 6030 - EXISTING CONDITIONS INVESTIGATE SITE THOROUGHLY AND REROUTE ALL CONDUIT AND WIRING IN AREA OF NEW CONSTRUCTION IN ORDER TO MAINTAIN CONTINUITY OF EXISTING CIRCUITRY. CONTRACTOR MUST VERIFY AND COORDINATE EXISTING SITE CONDUITS AND PIPING TO ANY EXCAVATION ON SITE SPECIAL ATTENTION IS CALLED TO THE FACT THAT WORK INVOLVED IS IN CONNECTION WITH EXISTING CONSTRUCTION WHICH MUST REMAIN IN OPERATION WHILE WORK IS BEING PERFORMED. WORK MUST BE DONE IN ACCORDANCE WITH THE PRIORITY SCHEDULE SPECIFIED BY THE OWNER REQUEST WRITTEN PERMISSION AND RECEIVE WRITTEN APPROVAL FROM LANDLORD CONSTRUCTION MANAGER 72 HOURS IN ADVANCE OF ANY SHUTDOWN OF EXISTING SYSTEM. 1 6040 - ELECTRICAL SAFETY PROCEDURES GENERAL: AT ALL CONCEALED OUTLETS FOR ELECTRIC LIGHTS, SWITCHES, WALL RECEPTACLES, TELEPHONE OUTLET, ETC. STANDARD GALVANIZED ONE PIECE STEEL OUTLET BOXES SHALL BE PROVIDED. SURFACE OUTLET BOXES SHALL BE STANDARD GALVANIZED ONE PIECE 4 SQUARE BY 1 1/2" DEEP WITH RAISED COVERS, TRIM RINGS AND COVERS SHALL BE OF ONE PIECE CONSTRUCTION. (STEEL CITY) CEILING OUTLET BOXES SHALL BE 4" OCTAGONAL OR 4" SQUARE BY 1 1/2" DEEP OR LARGER AS REQUIRED FOR NUMBER AND SIZE OF CONDUCTORS AND ARRANGEMENT SIZE AND NUMBER OF CONDUITS TERMINATING AT THEM. SWITCH, WALL RECEPTACLE, TELEPHONE AND OTHER WALL OUTLET BOXES IN DRYWALL SHALL BE 4" SQUARE X 1 1/2" DEEP FOR EXPOSED MASONRY, PROVIDE ONE PIECE 2 1/2" OR 3 1/4" DEEP WALL BOXES. (STEEL CITY TYPE GW) ALL FLUSH OUTLETS SHALL BE MOUNTED SO THAT COVERS AND PLATS WILL FINISH FLUSH WITH FINISHED SURFACE WITHOUT THE USE OF SHIMS MATS OR OTHER DEVICES NOT SUBMITTED OR APPROVED FOR THE PURPOSE. PLATE SHALL NOT SUPPORT WIRING DEVICES. GANG SWITCHES WITH COMMON PLATE WHERE TWO OR MORE ARE INDICATED IN THE SAME LOCATION. WALL MOUNTED DEVICES OF DIFFERENT SYSTEMS (SWITCHES, T- STATS, ETC.) SHALL BE COORDINATED FOR SYMMETRY WHEN LOCATED NEAR EACH OTHER ON THE SAME WALL, OUTLETS ON EACH SIDE OF WALLS SHALL HAVE SEPARATE BOXES,THROUGH =WALL TYPE BOXES SHALL NOT BE PERMITTED BACK- TOBACK MOUNTING SHALL NOT BE PERMITTED. TRIM RINGS SHALL BE EXTENDED TO WITHIN 1/4" OF FINAL WALL SURFACE. OUTLET BOXES MOUNTED IN METAL STUD WALLS ARE TO BE SUPPORTED TO STUDS WITH TWO SCREWS INSIDE OF OUTLET BOX TO A HORIZONTAL STUD BRACE BETWEEN VERTICAL STUDS. STEEL CITY 52151 -MS SERIES BE AN ACCEPTABLE SUB. A HORIZONTAL BRACE SHALL NOT BE BE REQUIRED WHEN STEEL CITY 52151 -1 -MS SERIES BOXES ARE USED AND THE BOX BRACKET IS ATTACHED TO THE STUD WITH TWO (2) SCREWS. REFER TO SHEET El FOR LOCATION & HEIGHTS OF OUTLETS 16110 - WIRING DEVICES NO ONE MAY DISCONNECT OR CAUSE TO BE DISCONNECTED ANY ELECTRICAL CIRCUIT BEFORE PERMISSION IS REQUESTED FROM AND GRANTED, BY LANDLORD ELECTRICAL MAINTENANCE MANAGER OR HIS AUTHORIZED REPRESENTATIVE THROUGH THE PROJECT MANAGER MUST HAVE 24 HOURS NOTICE. 16050 - TEMPORARY ELECTRIC A SEPARATE CONDUIT SYSTEM INCLUDING TERMINAL CABINETS, BACKBOARDS, CABLES, JACKS, AND OUTLETS AS SHOWN ON SHEET E2 SHALL BE FURNISHEDAND INSTALLED BY THE ELECTRICAL CONTRACTOR. 16300 - FIRE ALARM SYSTEM TEMPORARY UTILITIES MUST BE SUPPLIED FROM THE PERMANENT POWER SOURCE. THE CONTRACTOR MUST INSTALL THE PERMANENT CONDUIT FOR THE ELECTRICAL SERVICE & TELEPHONE TO PROVIDE TEMPORARY UTILITIES. 16060 - STANDARDS GENERAL: ADDITIONS, MODIFICATIONS OR ALTERATIONS TO EXISTING SYSTEMS SHALL UTILIZE \EQUIPMENT OF SAME MANUFACTURE AS EXISTING UNLESS EQUIPMENT M ANOTHER F A E MANUFACTURE E AS UNLESS APPROVED EQUIPMENT OF PROCEDURES UFACTU E BEEN NO ADDITIONS, MODIFICATIONS OR ALTERATIONS TO EXISTING FIRE ALARM SYSTEM SHALL PROCEED PRIOR TO WRITTEN NOTIFICATION TO AUTHORITY, FACILITIES DEPARTMENT ELECTRONICS SHOP, A MINIMUM OF 72 HOURS IN ADVANCE. FIRE ALARM ADDITIONS IN THE MAIN TERMINAL SHALL USE EQUIPMENT MANUFACTURED BY AND SHALL BE CONNECTED TO THE FIRE ALARM COMPUTER LOCATED IN THE COMMUNICATION CENTER ALL WORK SHALL BE PERFORMED BY AN AUTHORIZED REPRESENTATIVE. 16400 - CERTIFICATE OF OCCUPANCY ALL MATERIALS SHALL BE NEW AND FREE OF DEFECTS. ALL EQUIPMENT SHALL BE U.L. LISTED, BEAR THE U.L. LABEL OR BE LABELED OR LISTED WITH AN APPROVED, NATIONALLY RECOGNIZED ELECTRICAL TESTING AGENCY AND BE USED FOR ITS INTENDED USE. REFER TO REQUIREMENTS IN EACH SECTION FOR OTHER APPLICABLE STANDARDS, 1 6070 - SYSTEM. TESTS NOTE: INSTALLATION / MAINTENANCE INSTALL AND MAINTAIN PER MANUFACTURES AND INDUSTRY STANDARDS USING MANUFACTURER RECOMMENDED MATERIALS. 1 . RESILIENT FLOORING: STOCKROOM AND TOILET ROOM FLOORS TO BE ARMSTRONG # 51911 "CLASSIC WHITE" V.C. TILE 2. COVE BASE: TO BE 4" BLACK RUBBER, TO BE INSTALLED AROUND ALL WALLS IN STOCKROOM, TOILET ROOM AND FIRE CORRIDOR (WHEN REQUIRED) CS -1 CONCRETE STAIN #CS -2 PADRE L.M. SCOFFIELD "LITHORAWING FOR DETAILS. BROWN" - REFER TO DRAWINGS FOR DETAILS. INSTALL AND MAINTAIN PER MANUFACTURES RECOMMENDATIONS 09900 PAINTING AFTER SERVICE, PANEL FEEDERS, AND MECHANICAL EQUIPMENT FEEDERS WIRES OR CABLES ARE IN PLACE , BUT BEFORE BEING CONNECTED TO DEVICES AND EQUIPMENT, THE SYSTEM SHALL BE TESTED FOR SHORTS, OPENS, INTENTIONAL AND UNINTENTIONAL GROUNDS BY MEANS OF AN APPROVED TYPE OF CONSTANT MEGGER. ALL WIRES IN CONDUIT THAT ARE SHORTENED OR UNINTENTIONALLY GROUNDED SHALL BE REPLACED 1 6080 - GROU'NDS 1 SCALE AS SHOWN �I "i \ 01 N 14 W H A CHECKED BY DO NOT SCALE DRAWINGS CONTRACTORS ARE TO VERIFY ALL SITE DIMENSIONS AND CONDITIONS PRIOR TO WORK. SITE DIMENSIONS SUPERCEDE DRAWINGS. GENERAL: WIRING DEVICES SHALL BE SPECIFICATION GRADE. SWITCHES SHALL BE SILENT TYPE RECEPTACLES SHALL BE DUPLEX GROUNDING TYPE. VOLTAGE AND AMPERE RATING OF SWITCHES SHALL BE MARKED ON SWITCH, AND SHALL CONFORM TO VOLTAGE OF SYSTEM TO WHICH APPLIED SWITCH SHALL BE RATED AT 20A. DUPLEX RECEPTACLES SHALL BE RATED AT 20A MANUFACTURES SHALL BE HUBBLE-ARROW-HART,SIERRA,PASS AND SEYMORE OR EQUAL 16120 - DISCONNECTS INSTALL A FRAMED COPY OF THE CERTIFICATE OF OCCUPANCY INCLUDING AFTER HOURS CONTACTS IN THE STOCKROOM ABOVE THE MANAGER'S DESK. 1 6 '5500 - HVAC THE RESISTANCE BETWEEN GROUND AND ABSOLUTE EARTH SHALL NOT EXCEEDS FIVE OHMS AND SHALL BE MEASURED BY THE ELECTRICAL CONTRACTOR BEFORE EQUIPMENT IS PLACED IN OPERATION. TESTING SHALL BE PERFORMED ON ALL GROUND ROD INSTALLATIONS. TESTING SHALL BE 3 POINT METHOD. 16080 - CONDUIT SYSTEMS 1. ALL SURFACES ARE TO BE PAINTED AS NOTED ON DRAWINGS. (a) ALL PRIMERS, PAINT, AND PAINT FINISHING MATERIALS SHALL BE OF THE BEST QUALITY OBTAINABLE. AS BEST SUITED FOR THE PURPOSE AS MANUFACTURED BY SHERWIN WILLIAMS PAINTS. UNLESS OTHERWISE SPECIFIED. 2. THIS TRADE SHALL PROTECT THE FINISH WORK OF ALL OTHERS FROM DAMAGE DUE TO THE DROPPING OF PAINT AND SHALL CLEAN . OFF ALL SUCH DROPPINGS AT NO COST TO SPENCER GIFTS. 3. THIS TRADE SHALL FURNISH SUITABLE AND APPROVED COVERINGS AS REQUIRED TO PROTECT SAME FROM DAMAGE. OIL RAGS AND WASTE SHALL NOT BE ALLOWED TO ACCUMULATE IN THE BUILDING. (a) ALL MATERIALS APPLIED ON ANY ONE (1) SURFACE, PRIMERS, SEALERS, UNDERCOATS AND FINISHES, MUST BE OF THIS THE TRADE MUST B O H ALL U MATERIALS ITBT USED E. THIS TRADE MUST BE OF THE BEST QUALITY OBTAINABLE. END OF SECTION 09910 PAINTS AND COATINGS IF A STORE IS TO HAVE A NEW ROOFTOP UNIT INSTALLED, SG WILL BE RESPONSIBLE FOR ORDERING THE APPROPRIATE UNIT. ONLY YORK ROOFTOP UNITS ARE TO BE SPECIFIED AND ORDERED. ALL OTHER HVAC EQUIPMENT WILL BE THE RESPONSIBILITY OF THE GC TO SUPPLY AND INSTALL IF A STORE IS TO BE ATTACHED TO THE MALL'S AIR PLENUM RETURN, THE G.C. WILL BE RESPONSIBLE FOR INSTALLING THE DUCT WORK TO CONTINUE THE MALL'S RETURN AIR PLENUM AS REQUIRED. END OF SECTION Wes /Refit' Working Drawing Review z 0 f� ALL CONDUIT SYSTEMS SHALL BE INSTALLED PARALLEL TO OR AT RIGHT ANGLES TO THE STRUCTURE AND SHALL BE SUSPENDED FROM OR AFFIXED TO THE BUILDING SUPERSTRUCTURE ONLY AT LOCATIONS AND METHODS DESIGNED ON THE DRAWINGS. CONDUITS SHALL NOT HANG FROM CEILING GRID SUPPORTS, PLUMBING PIPES DUCT SYSTEMS HEATING OR AIR CONDITIONING PIPES OR OTHER BUILDING SYSTEMS. SINGLE CONDUIT RUNS MAY BE ATTACHED TO THE BUILDING STRUCTURE, SUSPENDED WITH 3/8" INCH MINIMUM SIZE, ALL - THREAD ROD AND MINERALC STRAPS, OR INSTALLED ON AN EXISTING CONDUIT RACK WHERE SPACE IS AVAILABLE. MULTIPLE CONDUIT RUNS SHALL REQUIRE A SUSPENDED CONDUIT RACK CONSTRUCTED OF 3/8" INCH MINIMUM SIZE ALL - THREAD ROD AND KINDORF OR UNISTRUT CHANNEL WITH SIX INCHES OF AVAILABLE SPACE FOR FUTURE CONDUITS. ALL CONDUITS SHALL BEAR THE (U.L.) LABEL OR SEAL AND SHALL BE MANUFACTURED IN THE UNITED STATES. Al L CONDUITS SHALL 3/4" MINIMUM GALVANIZED RIGID STEEL ALL FLEXIBLE CONDUIT SHALL BE 1/2" MINIMUM AND SHALL NOT EXCEED 6FT IN LENGTH. ELECTRICAL METALLIC TUBING(FED. SPECIFICATION WW- C- 5631): 1 - COUPLINGS AND CONNECTORS SHALL BE STEEL COMPRESSION. 2 - CONNECTORS SHALL HAVE INSULATED THROAT. 3 - HANGERS SHALL BE OF STEEL AND INSTALLED A MAXIMUM OF 8' THE ENTIRE LENGTH OF THE SYSTEM. 4 - CONDUIT BODIES SHALL BE MALLEABLE IRON. ALUMINUM AND (SLB) CONDUIT BODIES SHALL NOT BE ACCEPTABLE. CONDUIT BODIES SHALL BE PROVIDED WITH A SHEET METAL OR CAST COVER AND RUBBER OR NEOPRENE GASKET. ALL CUTS SHALL BE REAMED SMOOTH AND FREE OF SHARP AND ABRASIVE AREAS BY USE OF AN APPROVED REAMER. EXPANSION FITTING SHALL BE HOT DIPPED GALVANIZED INSIDE AND OUTSIDE PROVIDING A 4" EXPANSION CHAMBER - AND SHALL HAVE AN EXTERNAL BONDING JUMPER INSTALLED WITH APPROVED CLAMPS. CONDUIT SYSTEMS AND ALL RELATED FITINGS,BOXES,SUPPORTS, AND HANGERS MUST MEET ALL NATIONAL,STATE,AND LOCAL REQUIREMENTS AS WELL AS ALL RELATED CODES AND OTHER FEDERAL CODES WHERE APPLICABLE. ALL CONDUIT USE IN THIS PROJECT SHALL BE MANUFACTURES WITHIN THE UNITED STATES, AND EACH SHALL BE MANUFACTURED BY ONE MANUFACTURE ALL CONNECTIONS TO TRANSFORMERS SHALL BE MADE WITH NOT LESS THAN 12" OF FLEXIBLE LIQUID -TIGHT STEEL CONDUIT USING SPECIAL TYPE OF CONNECTORS WITH STRAIN RELIEF FITTINGS AT BOTH TERMINATION'S OF CONDUIT (KELLENS TYPE "SR" OR APPROVED EQUAL) FLEX CONNECTORS SHALL HAVE INSULATED THROUGH OUT AND SHALL BE T &B 3100 SERIES OR APPROVED EQUAL. EXPANSION FITTING SHALL BE INSTALLED IN THE FOLLOWING CASES: IN EACH CONDUIT RUN WHENEVER IT CROSSES AN EXPANSION JOINT IN TH'E STRUCTURE ON ONE SIDE OF JOINT WITH ITS SLIDING SLEEVE AND FLUSH WITH JOINT, AND WITH A LENGTH OF BONDING JUMPER'S IN EXPANSION EQUAL TO AT LEAST THREE TIMES THE NORMAL WIDTH OF JOINTS IN EACH CONDUIT RUN WHICH IS MECHANICALLY ATTACHED TO SEPARATE STRUCTURES TO RETRIEVE STRAIN CAUSED BY A SHIFT ON ONE STRUCTURE IN RELATION TO THE OTHER ALL JUNCTION BOXES OF 100 CUBIC INCHES OR MORE SHALL CONSTRUCTEDOF 14 GAUGE STEEL WITH HOT DIP GALVANIZED COATING. GENERAL: ALL DISCONNECTS SWITCHES SHALL BE (NEMA 1 HEAVY DUTY) SWITCHES SHALL BE WESTINGHOUSE /CUTLER HAMMER. PROVIDE AND INSTALL LUGS ON EACH DISCONNECT SWITCH AS REQUIRED TO ACCEPT CONDUCTORS AND TO MATCH THE RATING OF THE CONDUCTORS 16130 - GROUNDING GENERAL: ALL ELECTRICAL EQUIPMENT SHALL BE BONDED TOGETHER WITH A GREEN INSULATED OR BARE COPPER SYSTEM CONDUCTOR IN ACCORDANCE WITH SPECIFIC RULES OF ARTICLE 250 OF THE N.E.C. BONDING CONDUCTOR THROUGH THE RACEWAY SYSTEM SHALL BE CONTINUOUS FROM MAIN SWITCH GROUND BUS TO PANEL GROUND BAR OF EACH PANEL BOARD, AND FROM PANEL GROUNDING BAR OF EACH PANEL BOARD TO BRANCH CIRCUIT EQUIPMENT AND DEVICES. 1 61 30 - PANEL BOARDS W leg A 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Surface preparation. 2. Surface finish schedule at end of section. 1.2 ENVIRONMENTAL REQUIREMENTS A. Provide continuous ventilation and heating facilities to maintain surface and ambient temperatures above 45 degrees F for 24 hours before, during and 48 hours after application of finishes. 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Pratt and Lambert (P &L). B. Benjamin Moore and Co. (BM) . C. Pittsburgh Paints (PPG). D. Sherwin Williams (SW). E. Substitutions: To requirements of Division 1. 2.2 MATERIALS A. Compatibility: Provide primers, finish coat materials, and related materials that are compatible with one another and the substrates indicated under conditions of service and applications demonstrated by the manufacturer based on testing and field experience. B. Paints: Ready mixed except field catalyzed coatings; good flow and brushing properties; capable of drying or curing free of streaks or sags. C. Paint Accessory Materials: Linseed oil, shellac, turpentine, and other materials, of commercial quality. D. Gypsum Drywall Primer: White, interior, latex -based primer. 1. BM: Moore's Latex Quick -Dry Prime Seal #201 2. PPG: 6 -2 Quick -Dry Latex Primer Sealer 3. P &L: Latex Wall Primer Z30001 4. SW: ProMar 200 Latex Primer Sealer. E. Ferrous Metal Primers: Synthetic, quick- drying, rust- inhibiting primers. 1. BM: IronClad RetardoRust- Inhibitive Paint #163 2. PPG: 6 -208 Red Inhibitive MetalPrimer. 3. P &L: Effecto Rust - Inhibiting Primer. 4. SW: Kem Kromik Metal Primer B50N2/B50W1 . F. Galvanized Metal Primers: 1. BM: IronClad Galvanized Metal Latex Primer #155. 2. PPG: 6 -215 / 216 Speedhide Galvanized Steel Primer. 3. P &L: P &L Interior Trim Primer. 4. SW: Galvite B50W3. 10520 FIRE EXTINGUISHERS GENERAL: LIGHTING AND APPLIANCE BRANCH CIRCUIT PANEL BOARD NEMA PB1, CIRCUIT BREAKER TYPE, DEAD FRONT WITH MOLDED CASE CIRCUIT BREAKERS TYPE NEMA AB1 , PLUG ON. PANEL BOARDS BUS SHALL BE COPPER INCLUDING NEUTRAL AND GROUND BUS PROVIDE FULL SIZE NEUTRAL BUS FINISH SHALL BE STANDARD BAKED ENAMEL MAIN BREAKER SHALL BE INDIVIDUALLY MOUNTED STEADY STATE CURRENT (LOAD) AT EACH PANEL BOARD FEEDER REARRANGE CIRCUITS IN THE PANEL BOARD TO BALANCE THE PHASE LOAD TO WITHIN 20 PERCENT OF EACH OTHER. PROVIDE TYPED CIRCUIT DIRECTORY AND 2 KEYS OF PANEL BOARD LOCK. 16140 - TRANSFORMERS These intent verified is One ■ Approved �,...: !� Approved as Noted ❑ Resubmit drawings have been reviewed for general design only. All actual field conditions are required to be by the Tenant's Architect and /or Contractor. Tenant responsible for complying with all government regulations. (1) copy of this landlord stamped set of drawings is STORE NAME SPENCER GIFTS #307 WESTFIELD SOU TH CEN TER LOCATION 2856 SOUTHCENTER MALL SEATTLE, WA 98188 SPACE #2160 DWG.TITLE ARCHITECTURAL SPECIFICATIONS (a) LABELED, CO. TYPE MOUNTED ON STURDY WALL BRACKETS DRY CHEMICAL A.B.C. METAL RE- CHARABLE TYPE SUPPLIED BY CONTRACTOR TO MEET LOCAL CODES. 1 0670 STORAGE SHELVING WHEN INSTALLING. UPRIGHT STORAGE SHELVES, ATTACH FURRING STRIPS TO STUDS AND ANCHOR SHELVES CENTER SHELVES SHOULD BE SECURELY TO FURRING STRIPS. CENT s TIED TO WALL SHELVES BY 2' X 4'S TO PREVENT TIPPING. ALL SHELVING SYSTEMS MUST BE INSTALLED LEVEL. TEMPORARY FACILITIES re uired to be kept on the job site at all times. 01/17/12 Signed Date D RECEIVED GENERAL: TRANSFORMER SHALL MEET THE QUALITY REQUIREMENTS OF NEMA STANDARDS ST20, TRANSFORMER - DRY TYPE AND APPLICABLE ANSI, UL AND IEEE STANDARDS. MANUFACTURE TRANSFORMER SHALL BE WESTINGHOUSE / CUTLER HAMMER DRY TYPE TRANSFORMERS SHALL BE TWO WINDING TYPE CONFORMING TO THEAPPLICABLE REQUIREMENTS OF NEMA STANDARD ST20, AND TO APPLICABLE ANSI UL AND IEEE STANDARDS. TRANSFORMER WINDINGS SHALL BE CONTINUOUS WOUND COPPER (98 @246 CONDUCTIVITY) CONSTRUCTION. TRANSFORMERS SHALL BE SUITABLE FOR INDOOR USE ONLY BUT SHALL BE RESISTANT TO THERMAL SHOCK AND HIGH HUMIDITY. A MINIMUM OF FOUR FULL RATED TAPS SHALL BE PROVIDED IN HIGH VOLTAGE o 1/2% WINDING, TWO 2 1/2% BELOW AND TWO 2 1/2 /o ABOVE NORMAL VOLTAGE. TRANSFORMER SHALL BE CLASS H- 200° C (ISTC) CLASSIFICATION WITH A WINDING TEMPERATURE RISE OF 115 C TRANSFORMER SHALL BE CABLE OF OPERATING AT 100% OF NAME PLATERING CONTINUOUSLY WHILE IN AN AMBIENT TEMPERATURE NOT EXCEEDING 40C TRANSFORMER SHALL HAVE A SOUND LEVEL EQUAL TO OR LOWER THAN 45 DECIBELS (IN ACCORDANCE WITH ANSI C89) REFER TO SHEET E3 FOR TRANSFORMER MOUNTING DETAIL A. SUBCONTRACTORS- ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR THE REMOVAL OF ANY DEBRIS ASSOCIATED WITH THEIR WORK, ON A DAILY BASIS, B. STORAGE- REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 2 2012 � Clay of Tukwila BUILDING DIVISION JAN 26 2012 PERMIT CENTER ` 889 I SIR p AP,,(;,;" , ,,. k s r OF ALL CONSTRUCTION MATERIALS, TOOLS, EQUIPMENT AND DEBRIS MUST BE CONFINED WITHIN THE PREMISES OR IN AREAS DESIGNATED FOR SUCH PURPOSES BY THE PROJECT GENERAL CONTRACTOR. C. TEMPORARY DEMISING WALLS Q O 0 TEMPORARY DEMISING WALLS SHALL BE CONSTRUCTED OF METAL STUDS AND DRYWALL & PAINTED TO COMPLY WITH DESIGN STANDARDS SEE SHEET "Al" CONSTRUCTION PLAN FOR A LISTING OF ALL THE REQUIREMENTS. AND TEMPORARY DEMISING WALL LOCATIONS. (IF NOT SHOWN, AS PER MALL CRITERIA) D. CONTRACTOR - ,`" ,iy � o;... "' r�� €] I b t)..... 0 i 8 SHALL FURNISH AND MAINTAIN EQUIPMENT SUCH AS TEMPORARY LADDERS, SCAFFOLD, ETC., AS MAY BE REQUIRED FOR THE HANDLING OF HIS MATERIALS AND PERSONNEL INCIDENTAL TO THE CONSTRUCTION WORK. D T 0\ KEY \OT IS 1 2 3 5 8 9 10 12 EXIST'G DEMISING WALL TO REMAIN. PATCH AND REPAIR AS REQUIRED. EXIST'G INTERIOR WALL OR BUILDOUT TO REMAIN EXIST'G INTERIOR WALL OR BUILDOUT TO BE REMOVED AS INDICATED BY DASHED LINE. PATCH & REPAIR EXIST'G ADJACENT SLAB AND DEMISING WALL AS REQ'D TO MAINTAIN FIRE RATING G.C. TO REMOVE STOREFRONT GLAZING, FRAMING, ENTRANCE, SOFFIT, LIGHTING & SIGNAGE IN THEIR ENTIRETY, FROM NEUTRAL PIER TO NEUTRAL PIER AND FROM FLOOR TO MALL BULKHEAD ABOVE. PATCH AND REPAIR ALL MALL FINISHES AS REQUIRED TO MATCH EXISTING FINISHES NEUTRAL PIER - PATCH, REPAIR & CLEAN AS REQ'D TO MATCH MALL STANDARD EXIST'G DOOR TO REMAIN. REFER TO DOOR SCHEDULE, SHEET A -1.1 EXISTING DOOR TO BE REMOVED. G.C. TO REMOVE ALL SALES FIXTURES, CASHWRAPS, AND SALES SHELVING. G.C. TO PATCH AND REPAIR ANY & ALL REMAINING HOLES IN WALL SURFACES AND PREPARE FOR NEW FINISHES. SEE A1.1 FOR DETAILS G.C. TO REMOVE ALL FLOORING MATERIALS, REMOVE ALL ADHESIVES TO BARE SUBFLOOR AND PATCH AND REPAIR AS REQUIRED. G.C. TO ENSURE SLAB IS SMOOTH AND FREE FROM ALL DEPRESSION AND CHANNELS G.C. TO REMOVE ALL ELECTRICAL FIXTURES (IE. VIDEO MONITOR, TRACK, TRACK HEAD LIGHTING DATA LINES, JUNCTION BOXES, RECEPTACLES, WIRING, CONDUITS) UNLESS OTHERWISE NOTED. G.C. TO REMOVE EXISTING STOCK ROOM LIGHT FIXTURES. G.0 TO REMOVE STOCKES.OMSU.EL 113 EXISTING 2'X2' CEILING TILES, AND GRID, TO REMAIN. G.C. TO REPAIR OR REPLACE AS NEEDED. 14 15 16 17 18 19 21 22 23 24 EXISTIRG TOILET ROOM AND FIXTURE TO REMAIN. G.C. TO REPAIR AS NEEDE HVAC UNIT. SEE MECHANICAL SHEET. EXISTING DUCT & SUPPLY REGISTERS TO REMAIN. ENSURE EXISTING COLUMN (IF ANY) MAINTAINS FIRE RATING AS REQUIRED ELECTRICAL SERVICE PANEL - REFER TO SHEET E -3 EXIST'G TRANSFORMER - REFER TO SHEET E -3 GC TO VERIFY WITH LANDLORD CONSTRUCTION OF BARRICADE AND INCLUDE IN BID G.C. TO VERIFY IN FIELD WITH LANDLORD OR MALL OPERATIONS MANAGER DIMENSIONS OF NEUTRAL PIER AND SPENCER GIFT'S LEASE LINE (INCLUDING ALLOWABLE BUILD -OUT AND AREA BEHIND FIRE CABINET) AND NOTIFY SPENCER REPRESENTATIVE OF ANY DISCREPANCIES FROM A1.1 SHEET G.C. TO VERIFY EXISTING EQUIPMENT ABOVE TO ENSURE CLEARANCE FOR 12' -0" GALV. PIPE LIGHTING LAYOUT. EQUI AENTEO REMAIN. G.C. TO REMOVE EXISTING CEILING MOUNTED LIGHT FIXTURES. D VOLITIO N G -RAC \OT =S A. CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND NOTIFY SPENCER GIFTS OF ALL DISCREPANCIES PRIOR TO START OF DEMOLITION. B. EXIST'G SPRINKLER LINES TO REMAIN, UNLESS OTHERWISE NOTED. SEE SPRINKLER DRAWINGS FOR BRANCH LINE REWORK. ARRANGE AND PAY FOR DISCONNECTING, REMOVING AND CAPPING UTILITY SERVICES WITHIN AREAS OF DEMOLITION. DISCONNECT AND STUB OFF ALL UTILITIES AFFECTED BY THE DEMOLITION WORK. NOTIFY THE AFFECTED UTILITY COMPANY AND BUILDING MANAGER IN ADVANCE AND OBTAIN APPROVAL PRIOR TO THIS WORK. D. PROVIDE & MAINTAIN TEMPORARY LIGHTING & POWER AS REQUIRED FOR THE DEMOLITION & CONSTRUCTION PHASES. E. EXCEPT WHERE NOTED OTHERWISE, LEGALLY REMOVE ALL DEMOLISHED MATERIALS OFF SITE IMMEDIATELY. F. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQ'D TO ACCOMMODATE NEW WORK, INCLUDING THAT REQUIRED FOR CONNECTION TO THE EXIST'G BUILDING. PROTECT EXIST'G STRUCTURAL MEMBERS, PHASE DEMO IN ACCORDANCE WITH CONSTRUCTION SCHEDULE. G. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURISDICTION. H. REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQ'D, AT NO COST TO THE OWNER. I. HVAC CONTRACTOR TO INSPECT EXIST'G CONDITIONS PRIOR TO DEMOLITION AND DETERMINE WHETHER ANY COMPRESSOR REFRIGERANT LINES ARE PRESENT THAT MUST BE PROPERLY DRAINED (TO E.P.A. STD.), IF DEMOLITION IS REQ'D. J. • DEMOLISH WITHOUT EXCESS NOISE OR FUMES, SO AS NOT TO DISRUPT BUSINESS OF ADJACENT TENANTS. ANY LOUD DEMOLITION TO TAKE PLACE AFTER 9:30PM AND MUST BE COMPLETE BY 7: OOAM. K. ELECTRICAL CONTRACTOR TO DISCONNECT AND STORE EXISTING ALARM SYSTEM INCLUDING KEY PAD, STROBE LIGHTS, HORN, SENSORS, CONTROL BOX, AND PLUG -IN TRANSFORMER. TURN OVER TO NEW STORE MERCHANDISER OR MANAGER AFTER CONSTRUCTION IS COMPLETED. L. CAP ALL ABANDONED UTILITIES PER CODE. M. ALL TRASH HAULING MUST BE COORDINATED WITH MALL OPERATIONS MANAGER. PRIOR TO SUBMITTING HIS OR HER BID, EACH BIDDER SHALL EXAMINE THE SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS PRIOR TO BIDDING THE JOB. NO EXTRA COMPENSATION WILL BE ALLOWED BECAUSE OF A MISUNDERSTANDING AS TO THE AMOUNT OF WORK INVOLVED OR A LACK OF KNOWLEDGE ABOUT EXISTING CONDITIONS. 5 T VISIT A D ADDIT 0\ AL \ OT 15: T.G.C. OR T.G.C. SUB - CONTRACTOR'S MUST VISIT SITE BEFORE SUBMITTING BID. ANY EXISTING CONDITIONS THAT ARE TO REMAIN MUST BE VERIFIED AND CHECKED BEFORE BIDDING. THE ARCHITECT MUST BE NOTIFIED IMMEDIATELY FOR ANY DISCREPANCY ON THE DRAWINGS SEEN ON SITE DURING VISIT. T.G.0 IS ALSO RESPONSIBLE TO PATCH AND REPAIR ANY DAMAGED OR UNFORESEEN CONDITIONS ON SITE SO THEREFORE T.G.C. MUST VISIT THE SITE THOROUGHLY. THERE WILL BE NO ADDITIONAL CHARGE TO OWNER FOR ANY UNFORESEEN OR FOR ANY PATCHING AND REPAIRING ON EXISTING CONDITION UNLESS IT IS REQUESTED BY LANDLORD OR BUILDING OFFICIAL. T.G.C. MUST PROVIDE IN WRITING FROM THE BUILDING OFFICIAL OR LANDLORD, AND PRESENT IT TO OWNER AND ARCHITECT. PATCHING AND REPAIRING INCLUDES BUT NOT LIMITED TO: 1. ALL THE UNFORESEEN CONDITIONS. 2. DAMAGED DEMISING / PARTITION WALLS. 3. DAMAGED FLOOR OR SLAB MODIFICATIONS. 4. DECK / STRUCTURE OR FIRE SPRAY ON ALL EXISTING COLUMNS, DECKING AND BEAMS IN ORDER TO MAINTAIN RATING THAT IS REQUIRED BY CODE OR BUILDING OFFICIAL. 6. ANY MECHANICAL, ELECTRICAL OR PLUMBING ISSUES (SEE ENGINEERING DRAWINGS FOR EXTENT OF DEMOLITION). 7. DAMAGED EXISTING FIRE PROOFING OR PROVIDING NEW FIRE PROOFING REQUESTED BY FIRE INSPECTOR OR LANDLORD. T.G.C. 5 RESPONSIBLE FOR VERIFYING DRAWINGS AND SITE CONDITIONS BEFORE BIDDING. NOTIFY ARCHITECT WITH ANY COLUMN DISCREPANCY OR DISCREPANCIES ON SITE.. T.G.C. IS RESPONSIBLE FOR EVERYTHING THAT THE LANDLORD REQUIRES DURING DEMOLITION OR CONSTRUCTION PHASE, FOR EXAMPLE, DEMOLITION OF EXISTING PIPES TO SOURCE NOT JUST CAPPING IT OFF. T.G.C. IS TO PROVIDE ARCHITECTS W/ DIMENSIONS UPON COMPLETION OF DEMOLITION. IMMEDIATELY UPON COMPLETION OF DEMOLITION OR PREPARATION OF DEMISED SPACE FOR FRAMING LAYOUT, T.G.C. IS TO CONFIRM / REPORT TO THE ARCHITECT, ALL EXISTING OR FOUND CONDITIONS AND DIMENSIONS RELATING TO THE STOREFRONT WHETHER DISCREPANT OR NOT TO THE CONSTRUCTION DRAWINGS. THE ARCHITECT IS TO CONFIRM TO THE OWNER'S PROCUREMENT MANAGER AND PROJECT MANAGER, SIGN VENDOR AND GATE / GRILLE VENDOR, THAT A MODIFICATION IS NECESSARY OR THAT THE STOREFRONT AS DESIGNED AND DIMENSIONED CAN BE ACHIEVED. T.G.C. TO VERIFY EXISTING DIMENSIONS AND LEASE LINE LOCATIONS AFTER DEMOLITION. IF ANY DISCREPANCIES G.C. TO NOTIFY THE ARCHITECT AS SOON AS POSSIBLE. AS A RESULT OF A FAILURE TO CONFIRM ANY EXTRA WORK WILL BE CHARGED TO THE G.C. REVIEWED FOR CODE COMPLIANCE CE APP MAR 2 2 2012 City of Tukwila BUILDING DIVISION SPR KLER F R ALAR v \0T -5 IF EXISTING SPRINKLER MAIN RUNS BELOW 12' -0 ", CONTRACTOR IS TO RAISE SPRINKLER MAIN TO HEIGHT OF 12' -0" A.F.F. 2. SPRINKLER CONTRACTOR SHALL ALTER THE SPRINKLER SYSTEM TO INCLUDE DROPS, HEADS, FACILITIES FOR PROPER DRAINAGE AND ANY NECESSARY TEST VALVES ORIFICES OR OTHER EQUIPMENT AS MAY BE REQUIRED. ALL IN ACCORDANCE WITH THE DEVELOPER'S FIRE UNDERWRITERS APPROVED DRAWINGS AND SPECIFICATIONS. 3. BEFORE PROCEEDING WITH ANY INSTALLATION WORK, CONTRACTOR SHALL FORWARD TWO (2) BLUELINE PRINTS OF SPRINKLER SHOP DRAWINGS BEARING THE DEVELOPERS FIRE INSURANCE UNDERWRITER'S STAMP OF APPROVAL TO THE DEVELOPERS FOR THEIR RECORDS. 4. THE SPRINKLER SYSTEM SHALL BE TESTED AT WATER PRESSURE OF 200 PSI FOR A PERIOD OF 2 HOURS IN THE PRESENCE OF THE DEVELOPER'S REPRESENTATIVE. 5. UPON COMPLETION OF THE SYSTEM, THE CONTRACTOR SHALL SUBMIT A WRITTEN CERTIFICATE TO THE DEVELOPER FROM THE UNDERWRITER STATING THE SYSTEM WAS INSPECTED AND APPROVED. 6. MALL REQUIRED SPRINKLER CONTRACTOR TO SUPPLY PERMITS, SHOP DRAWINGS & PERFORM WORK AS PER NEW DESIGN AND REQUIRED REGULATIONS. G.0 TO COORDINATE WORK WITH SPRINKLER CONTRACTOR. 7. G.C. IS RESPONSIBLE FOR SUPPLYING AND INSTALLING ALL SMOKE DETECTION SYSTEMS TO MEET MALL CRITERIA AND LOCAL CODE CONTRACTOR TO COORDINATE ALL INSTALLATION OF MALL SYSTEMS WITH MALL REPRESENTATIVE. REUSE ALL EXISTING FIRE ALARM AND SMOKE DETECTION COMPONENTS. BRING TO LIKE NEW CONDITIONS. Wslllebf Working Drawing Review 0 Approved Approved as Noted 0 Resubmit These drawings have been reviewed for general design intent only. All actual field conditions are required to be verified by the Tenant's Architect and/or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings is required to be kept on the job site at all times. • 2,111,0807,14,44, 01 /17/12 Signed Date DEMOLITION PLAN r I' SCALE: 1/4" = 2' -0" 8 9 10 13 15 16 23 24 3 2 STOCKROOM 9 10 11 12 13 16 24 14 19 18 18 L_ bOtd RECEIVED JAN 26 2012 PERMIT CENTER V J J ui 00. -• cc • y0 • DO M �o CO J 0 • W fA Z ?s • a WE NN Z 0.6 o ~ aa,c; Ix e6d O aS rc • owl, Q �3m fro Ec O Wo,a/� �LV+ W •— as .cO op N. f 0 Ect o UJ O cc E r; I. 0. o ✓ oc. �E CO 28 Noo W a •c o`° c g ra 1 W UW ~ N PI m Z O 18 5 R w El A N_ W CO - O v 4 Q 0 W�1L- C.)k (okv Wuo LQQ CO CV CO CO x H LOCATION TD) SYV1BOLS h 0 0 It 0 TOWER UNIT FF -B ) TWO WAY FIXTURE H —BASE FIXTURE BUNKER UNIT CASH WRAP OVERHEAD DISPLAY FIXTURE DROP DOWN PANEL ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■II■ ■ ■r ■■■ ■M■IM■ r L J ■ / N CEILING. WIRE GRID BULLETIN BOARD TEE SHIRT CUBE 6' HINGED DROP DOWN PANEL ( FF —Q ) BODY JEWELRY POSTER UNIT 5' FLOOR GONDOLA FLOOR GONDOLA 1 (FF —U 8' HINGED DROP DOWN PANEL CARD DISPLAY L_\ -2,-I N C s S -B 48 "X18 "X8' SHELVING 8 SHELVES PER UNIT MANAGER'S FILE CABINET MANAGER'S DESK & 48 "X18 "X8' SHELVING 4 SHELVES PER UNIT S -D ) 24 "X18 "X8' SHELVING 8 SHELVES PER UNIT SLATWALL SUPPLIED AND INSTALLED BY GC. FROM 2' -0" A.F.F. TO 10' A.F.F. estRekt Working Drawing Review Approved Approved as Noted ❑ Resubmit These drawings have been reviewed for general design intent only. All actual field conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings is required to be kept on the job site at all times. 01/17/12 s 40841t Signed Date JEWELER TOWER POS ENCLOSURE BRUSHED STAINLESS STEEL 2' -0" 2' -0" 3` -0" CASHWRAP ELEVATION SCALE: 3/4" = 1' -0" ADA COMPLIANT COUNTER w w 0_ 0 U METAL SLATWALL NOTE: TIME CLOCK FOR STOREFRONT SIGN TO BE SUPPLIED BY SPENCER, AND INSTALLED BY CONTRACTOR. G.C. TO BOLT SAFE TO FLOOR IN STOCKROOM COORDINATE LOCATION WITH S. G. PROJECT MGR. NOTE: SEE MANUFACTURERS SHOP DRAWING FOR OVERHEAD DISPLAY FIXTURE DETAILS. 8 12 64' -2" METAL SLATWALL TYPICAL TO 11' -6" A.F.F. 8'-01" _n" 16'— 6'— 1O' -28" 5' -0" —J 7 71 H I R DROP DOWN PANEL MOUNTED FLUSH TO BOTTOM OF BEAM L__1 BLDG COLUMN — SLATWALL TO 11' -6' AFF ON 4 SIDES DROP DOWN PANEL MOUNTED FLUSH TO BOTTOM OF BEAM -I I I L BLDG COLUMN — 7 SLATWALL TO 11' -6" 1 AFFON4SIDES 1 L__ L -Tr 1CT 7 TF— 711-1T1 - - - -II IH 1 I-1 1 _ IL �I 111 /J I PUCKS — SEE DETAIL A /A3.1 FF -O <( FF- L� J I I L r 77 L/ _I - II -0,1I) v �1 ! 1I I L _ DROP DOWN PANEL MOUNTED FLUSH TO BOTTOM OF BEAM I I 15 r T .I __ _ 1,1 T1 I - -E 41__ L BLDG COLUMN — SLATWALL TO 11' -6" Q AFF ON 4 SIDES Q DROP DOWN PANEL MOUNTED FLUSH TO BOTTOM OF BEAM FI L 01 ml 5' -0" j DIAMETER HANDICAPPED TOILET ROOM 1.4 Need an eggress path sting egress through store 24' -0 METAL SLATWALL TYPICAL TO 11' -6" A.F.F. FIXTURE FLOOR PLAN SCALE: 1/4" = 1' -0" 42' -8" METAL SLATWALL TYPICAL TO 11' -6" A.F.F. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 2 2012 City of Tukwila BUILDING DIVISION RECEIVED JAN 26 2012 PERMIT CENTER o O 0 Q W o W tk, •0 C Z Z nQ Coordination DO NOT SCALE DRAWINGS z ago 'E Z j o 7 u 0 O o W z F' z rcoo z ULUo mow o�O u vi SUPERCEDE DRAWINGS. co Z 0 5 R DATE LOCATION DWG.TITLE z CC 0 0 J LL CC W LL. ARCHITECTURAL WALL TYPE LEGEND EXIST'G 1 HOUR DEMISING WALL W/ 16" STUD LAYOUT WITH NEW SLATWALL FOR DETAILS REFER TO SECTION "A" SHEET A -5.1 EXIST'G 1 HOUR DEMISING WALL W/ 16" STUD LAYOUT WITH NEW SLAT WALL AND NEW PLUG MOLD. REFER TO SECTION "C" SHEET A -5.1 NEW SALES STOCK WALL 3 5/8" 16 GA MTL STUDS @ 16" O.C. WITH 5/8" TYPE X GYP BD FROM SLAB TO DECK W/ NEW SLATWALL TO 11' -6 AND NEW PLUGMOLD. FOR DETAILS REFER TO SECTION "C" SHEET A5.1 NEW GYP.BD. TOILET PARTITION 3 i" 16 GA MTL STUDS @16" O.C. FROM SLAB 8' -0" A.F.F. WITH i" GYP. BD. ON STOCK SIDE & WATER RESISTANT GYP.BD. ON TOILET ROOM SIDE. SEE DETAILS 5/A -5.1 NEW 1 HOUR STOREFRONT WALL W/ 16" METAL STUD LAYOUT. SALES SIDE WITH CULTURED BRICK IN RUNNING BOND PATTERN WITH MORTAR FILLED JOINTS. BRICK SUPPLIED BY S.G., INSTALLED BY G.C. f., EXISTING 1 HOUR DEMISING WALL TO REMAIN, PATCH AND REPAIR EXISTING GYPSUM BOARD AS REQUIRED AND ENSURE GYPSUM BOARD IS RUN TIGHT TO STRUCTURE ABOVE. NEW SALES STOCK WALL. NEW GYP. BD. 3 e" 16 GA MTL STUDS © 16" O.C. FROM SLAB TO DECK ABOVE WITH e" TYPE X GYP. BD. @ BOTH SIDES. SALES SIDE WITH CULTURED BRICK IN RUNNING BOND PATTERN WITH MORTAR FILLED JOINTS TO 11' -6 "AFF. BRICK SUPPLIED BY S.G., INSTALLED BY G.C. NEW GYP. BD. 3 s" 16 GA MTL STUDS © 16" O.C. FROM SLAB TO 11' -6" A.F.F. ABOVE WITH CULTURED BRICK IN RUNNING BOND PATTERN WITH MORTAR FILLED JOINTS TO 11' -6 "AFF. BRICK SUPPLIED BY S.G., INSTALLED BY G.C. EXISTING 1 HOUR DEMISING WALL W /CULTURED BRICK IN RUNNING BOND PATTERN WITH MORTAR FILLED JOINTS TO 11' -6" A.F.F. BRICK SUPPLIED BY S.G., INSTALLED BY G.C. DOOR SCHEDULE REFER TO THE RESPONSIBILITY OF WORK ON SHEET A0.1 (PATCH & REPAINT DOORS AS REQUIRED.) N ROOM DOOR SIZE DOOR TYPE DOOR MATERIAL DOOR FINISH FRAME MATERIAL FRAME FINISH HDW. GROUP NOTES ENTRY NEW PAIR OF GLASS DOORS 6'x12' STEEL STEEL STEEL STEEL 610 SERIES - 265 - STEEL (2) SALES /STOCKROOM NEW 3' -0 "W x 6' -8 "H STEEL P -1 STEEL P -1 G.C. TO INSTALL DIAMOND PLATE COVER. TOILET EXISTING TO REMAIN 3' -0 "W x 6' -8 "H STEEL P -1 STEEL P -1 EXIT EXISTING TO 13E RELOCATED 0 "W x 6' -8 "H MTL P -5 STEEL P -5 7 -PIN CYLINDER #93K714CSTK626 ALARM LOCK 250 HARDWARE. ADD OR REPLACE WEATHER STRIPPING AND DOOR SWEEP AS NEEDED. REPLACE EXISTING HARDWARE AS REQUIRED. DOOR HARDWARE DOOR TYPES GROUP DESCRIPTION! QTY. i MODEL #1 SALES AREA TO STOCKROOM PULL BRUSHED STAINLESS STEEL CLOSER NON HOLD OPEN....CORBIN No. A 79 -100 SBL FINISH STOP FLOOR MOUNTED DOOR STOP WITH RISER: IVES436X435 US26D FINISH HINGES 1 1/2 PAIR BUTT HINGES - HAGER FULL MORTISE IL 8131279, 4 -1/2" x 4 -1/2" IN US26D SATIN CHROMIUM PLATED FINISH. DIAMOND 1 GROUP DESCRIPTION QTY. MODEL FIN. MANUFACTURER #2 TOILET ROOM LOCKSET HINGES PRIVACY LEVER HANDLE #85018F (@ PULL SIDE) #20 DOOR SILENCER (3 1 1/2 P EBB179 CLOSER SILENCER SATIN CHROME PLATED SCHLAGE CHROME. ALLOY STANLEY w CD X 1'1' ' ' ' ''1'') ' ' ►11/111/111111111 11111111111111111 OOJ 0 000000 i ° 01 ►111111111/1111 /1 11111111111111111 ►1111111111111111 11111111111111111 ►1111111111111111 1 / 111111111111111111111111111111 4 ♦111111111/111114 11111111111111111 11111111111111111 ►1111111111111111 11111111111111111 11111111111111111 1111111111111111111111 / 1 /11111 / 11 /1111111111111111111111111111 11111111111111111 11111111111111111 11/1/1/111111111 I 11111111111111111 11111111111111111 4 11111111111111111 11111111111111111 • 11111111111111111 11111111111111111 1 1 1.1.1.1.1.1.1.1.1.1.1..11.1.1: DOM CLOSER PULL MATE #US26D CLOSERPLUS PER DOOR) IVES PAINT APPLICATION / INSTALLATION WALLS: DOORS & TRIM: CEILING: SLATWALL: INSTALLA TION: LO SHEEN EGGSHELL LATEX SEMI -GLOSS ALKYD FLAT LATEX LO SHEEN EGGSHELL ALKYD GYPSUM BOARD TO RECEIVE LATEX PAINT TO BE PRIMED WITH ONE COA T OF VINYL PLASTIC SEALER PRIOR TO RECEIVING TWO COATS OF PAINT. WOOD TRIM AND SLA TWALL TO RECEIVE ALKYD OR ENAMEL PAINT TO BE PRIMED WITH ONE COAT OF ENAMEL UNDERCOA TER PRIOP TO RECEIVING TWO COA TS OF PAIN T PAINT ALL WIRES, RETURN AIR GRILLES, AND SUPPLY AIR GRILLES TO MA TCH ADJACENT CEILING AREAS. REAR EXIT (EXISTING) LOCKSET 7 -PIN CYLINDER #93K714CSTK626 ALARM LOCK 250 HARDWARE EX EX HINGES 1 1/2 P EXISTING EX EX CLOSER. KICKPLATES 1 EXISTING EX EX 1 EXISTING EX EX STOP. 2 EXISTING EX EX SILENCER 3 EXISTING EX EX Painting - Scope of Work Typical All Projects COLOR AND FINISH SCHEDULE 1 P -5 Toilet room Interior (walls & ceiling) 2 P -5 Toilet room door interior /exterior PITTSBURGH PAINT #326 -7 SPICED CIDER SHERWIN WILLIAMS COLOR #SW -6251 - "OUTER SPACE" DELETED DELETED SHERMAN WILLIAMS #1004 PURE WHITE SEMI -GLOSS - PAINT GRAY TO MATCH CONC PANEL SHERWIN WILLIAMS - SW- 7053 'ADAPTIVE SHADE" - CONCRETE STAIN L.M. SCOFFIELD #CS -2 "PADRE BROWN" - CLEAR CONCRETE SEALER - ARMSTRONG COOL WHITE OR EQUAL AND 4" VINYL BASE FURNISHED & INSTALLED BY G.C. C--)- CULTURED STONE CULTURED BRICK "ANTIQUE RED" o_ GRENEKER CAST CONCRETE - CUSTOM SMOOTH GRAY FINISH o- GRENEKER -STEEL PLATE RUST BELT DIAMOND PLATE THRESHOLD MIRRA MT002 'DIAMOND PLATE" FLOORING GC. TO FLOAT EXISTING GROUT LIGNES TO ALLOW FOR INSTULATION OF NEW FLOORING c)- MEGA WALL 3" O.C. STEEL SLATWALL #303 CLEAR ON BRIGHT GALVANIZED FINISH TYP. 3 P -5 Stockroom walls 4 P -5 Rear Service door interior 5 P -1 Sales floor demising walls above 10' -0" A.F.F. (—WALL BRACKET 3" DIA. PVC PIPE 36 " LONG WALL BRACKET PVC CAP PLAN HOLDER SUPPLIED & INSTALLED BY G.C. O COLUMN DETAILS GC. TO CONTACT SG PROJECT MANAGER IF HIDDEN COLUMNS OR OBS7RUC770N ARE DISCOVERED 771AT DO NOT APPEAR ON PLANS. S.G. PROJECT MANAGER WILL DIRECT HOW TO HANDLE FRAMING AND FINISHING. SLATWALL FROM FLOOR TO 11' -6" A.F.F. PAINTED P1 WOOD BASE PAINTED P1 6 P -1 Sales side of Sales /stock wall above 1O' -0" A.F.F. 7 P -1 Wall with sales /stock door from floor to deck 8 P -1 Sales side of sales /stock door 9 P -5 Stockroom side of sales /stock door 10 P -1 Deck 11 P -1 Conduit, pipes & all other items hanging above 10' -0" (Except for galvanized pipe hung at 12' -0" for lights) 12 P -2 Sales floor base board 13 P -1 Bottom of storefront soffit 14 P -1 Fire corridor (if built) TENANT'S CONTRACTOR IS TO GET APPROVAL AND CORING REQUIREMENTS ON UPPER LEVEL PRIOR TO PROCEEDING WITH WORK. TENANT'S CONTRACTOR TO VERIFY LOCATION AND GET APPROVAL AND REQUIREMENTS FOR ALL TRENCHING WITH WESTFIELD'S ON SITE TENANT COORDINATOR BEFORE PROCEEDING WITH WORK. 10' -98" 15 16 P -1 Mall neutral piers & bulkhead (as required ) Sheetrock columns on sales floor above 10' -0" a.f.f. EXIT DOORS SHALL BE OPENABLE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. 71' -1 " ARCHITECTURAL GENERAL NOTES A. TENANT CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF ANY CONSTRUCTION / FABRICATION. B. DIMENSIONS ARE TO FACE OF GYP. BD. WALLS, UNLESS OTHERWISE NOTED. REFER TO DECOR PLAN, ELEVATIONS & DETAILS FOR WALL FINISHES. C. DO NOT SCALE THESE DRAWINGS. USE WRITTEN DIMENSIONS ONLY SUBMIT TO ARCHITECT ANY DISCREPANCIES FOR CLARIFICATION. D. G. C. TO INSTALL & PROVIDE 2A 1OBC FIRE EXTINGUISHERS. REFER TO SHEET A-1.1 FOR LOCATIONS. E. ALL WORK SHALL BE IN COMPLIANCE W/ THE ADOPTED LOCAL CODES, A/A A -210 CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, RECOGNIZED INDUSTRY STANDARDS IN THE AREA, ALL MANUFACTURERS RECOMMENDATIONS AND ALL OTHER APPLICABLE CODES. F. PROVIDE ACCESSIBILITY FOR THE PHYSICALLY HANDICAPPED CONFORMING TO THE AMERICANS WITH DISABILITIES ACT. G. ALL WOOD EXCEPT TRIM TO BE FIRE RETARDANT TREATED. ALL WOOD IN CONTACT W/ CONCRETE OR CONC. BLOCK TO BE PRESSURE TREATED. J. ALL GLAZED ITEMS TO BE SAFETY GLASS. ALL EXPOSED EDGES MUST BE GROUNG & POLISHED. K. G.C. TO PROVIDE FIRE PROOF & WATERTIGHT SEALS AT ALL FLOOR PENETRATIONS. L. G. C. TO PROVIDE PAINT ABLE CLEAR SILICONE SEALANT AROUND ALL WOOD & LAMINATE WALL BASES & DOOR FRAMES AT HARD SURFACE TILE AREAS. M. ALL CORE DRILLING AND PIPE INSTALLATION AND PENETRATIONS SHALL NOT REDUCE THE FLOOR / WALL INTEGRITY AND FIRE RATING OF BASIC BUILDING ELEMENTS. ALL PENETRATIONS SHALL BE SEALED WITH APPROVED SEALANTS AND FIRE STOPPING MATERIALS AS TO MAINTAIN THE FIRE RA TING OF SURFACE BEING PENETRATED. N. G. C. TO COORDINATE AND PROVIDE ALL REQUIRED ACCESS FOR NEW CONTROLS, EQUIPMENT, ET." WHERE APPLICABLE 0. G. C. TO CONFIRM WITH OWNER SCHEDULING REQUIREMENTS FOR PROJECT, PRIOR TO SUBMITTING BID. P. CONTRACTOR TO VERIFY ALL ELECTRICAL & COMMUNICATION REQUIREMENTS PRIOR TO SUBMITTING BID & STARTING PROJECT. Q. ALL FLOOR ELECTRICAL BOXES TO BE INSTALLED FLUSH W/ NEW FLOORING AT CASH WRAP. R. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL TRASH AND SURPLUS MATERIALS FROM THE PREMISES TO A DESIGNATED DUMPSTER LOCATION AS SPECIFIED BY THE MALL MANAGEMENT. S. CONTRACTOR IS RESPONSIBLE TO MAINTAIN A SAFE CONSTRUCTION ENVIRONMENT WITHIN THE MALL IN ACCORDANCE WITH (OSHA). T. THE LEVEL OF THE FINISHED FLOOR WITHIN THE STORE MUST BE IDENTICAL TO THE LEVEL OF THE MALL AT THE LEASE LINE. TENANTS CONTRACTOR IS RESPONSIBLE TO ALLEVIATE ANY DISCREPANCIES AFTER REVIEW AND APPROVAL BY LANDLORD. U. ANY AND ALL OPENINGS IN THE DEMISING WALL DURING OR AFTER THE WALL'S CONSTRUCTION MUST BE SEALED OFF AROUND ANY MECHANICAL, ELECTRICAL EQUIPMENT PASSING THROUGH THE WALL SO AS TO MAINTAIN THE INTEGRITY OF THE REQUIRED ONE -HOUR FIRE RATING. V G.C. TO SUPPLY AND INSTALL ALL EQUIPMENT REQUIRED TO MOUNT SMOKE DETECTORS IN DUCT WORK AND l ORK A N D TE INTO THE MALL ALARM SYSTEM UPGRADE AS REQUIRED TO MEET CURRENT CODE STANDARDS. W. G.C. TO BEAD BLAST CONCRETE FLOOR PRIOR TO INSTALLATION OF FLOOR STAIN. FOLLOW ALL MANUFACTURER RECOMMENDATIONS. ARCHITECTURAL KEY NOTES 2 4 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 LEASE LINE. NEUTRAL PIERS PATCH AND REPAIR AS REQUIRED. VERIFY IN FIELD DIMENSIONS WITH LANDLORD OR MALL COORDINATOR AND CONTACT SPENCER GIFTS REPRESENTATIVE WITH ANY DISCREPENCI ES IMMEDIA TEL Y ELECTRICAL PANEL LOCATION - REFER TO ENGINEERING DRAWINGS FOR SPEC. TRANSFORMER LOCATION. REFER TO ELECTRICAL DRAWINGS FOR SPEC. DASHED LINES INDICATE FLOOR FIXTURES BY S.G. CASH & WRAP W /POWER, PHONE AND DATA LINES REFER TO ENGINEERING DRAWINGS OUTLINE OF WIRE GRID FIXTURE BY S.G. INSTALLED TIGHT TO FRONT WINDOW BY G.C. NEW STOREFRONT SAFETY GLASS GLAZING SYSTEM - REFER TO ENLARGED STOREFRONT DETAILS. G.C. TO PROVIDE 1X4 PINE BLOCKING AT 8'0" A,F.F. ALONG WALLS FOR BRACING OF STOCKROOM SHELVING. PAINT TO MATCH ADJACENT WALL TYPICAL. OVERHEAD BACKLIT SIGN OUTLINE OF EQUIP DISPLAY FIXTURE Q UR ABOVE. SUPPLIED BY S. G. INSTALLED BY G.C. REFER TO MANUFACTURES DRAWINGS FOR DETAILS. NOT USED. NOT USED GALVANIZE SLAT WALL INSTALLED OVER 1/2" F.R. T. PLYWOOD BLOCKING OVER EXISTING DEMISING WALL TO 11' -6" A. F.F. PAINT P -1 FROM 11' -6" TO DECK. ALL SUPPLIED BY SG. & INSTALLED BY G. C. GALVANIZE SLAT WALL INSTALLED OVER 1/2" F. R. T. PLYWOOD BLOCKING OVER NEW SALES STOCK WALL TO 11' -6" A.F.F. PAINT P -1 FROM 11' -6" TO DECK. ALL SUPPLIED BY SG. & INSTALLED BY G.C. G. C. TO SECURE EQUIP TO DISPLAY FIXTURE TO FLOOR SLAB WITH LEG ANCHOR BOLTS, PER MANUFACTURERS RECOMMENDATION. LINE OF SOFFIT ABOVE. REFER TO SECTIONS. G. C. TO INSTALL & PROVIDE 2 -A 1OBC FIRE EXTINGUISHERS, LOCA TIONS AS PER FIRE MARSHALL. LOCATE AS REQUIRED CONTINUOUS PLUGMOLD AT 11' -6" A.F.F. SUPPLIED BY SG. AND INSTALL BY E.C. REFER TO ELEVATIONS, WALL SECTIONS SHEET A -5.1 AND ELECTRICAL DRAWINGS. DO NOT ATTACH PLUGMOLD TO SLATWALL. ALL DIFFUSERS, RECEPTICLES, ACCESS PANELS, HVAC EQUIP. AND COVERPLATES ABOVE 10' -0" A.F.F AND IN DECK ABOVE TO BE PAINTED P -1 24" X 12" STANLEY SHELF - SUPPLIED & INSTALLED BY G.C. G.C. TO SUPPLY & INSTALL 4' LONG LAMINATE COUNTERTOP PLAN HOLDER SUPPLIED & INSTALLED BY G. C. SEE DETAIL THIS SHEET. ADA CASHWRAP AREA 34" HIGH BRICK 11' -6" A.F.F. SUPPLIED BY S. G. IN TALLED BY G.C. SEE SHEET A5.1 BUILDING COLUMN TYPE "A" - 4 SIDES SLATWALL TO 11' -6' A.F.F. PUCKS - SUPPLIED AND INSTALLED BY G. C. - SEE DETAIL A /SHEET A3.1 PRIOR TO SUBMITTING HIS OR HER BID, EACH BIDDER SHALL EXAMINE THE SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS PRIOR TO BIDDING THE JOB. NO EXTRA COMPENSATION WILL BE ALLOWED BECAUSE OF A MISUNDERSTANDING AS TO THE AMOUN T OF WORK INVOLVED OR A LACK OF KNOWLEDGE ABOUT EXISTING CONDITIONS. TENANTS WHOSE OPERATIONS INCLUDE SOUND LEVELS ABOVE 40 DECIBELS MUST MAKE ADDITIONAL MEASURES TO MITIGATE THE TRANSMISSION FROM THEIR SPACE TO MALL CORRIDOR OR ADJACENT TENANT. NEK nr -- PATH OF EGRESS 44' rfrl STOCKROOM SALES AREA CONTRACTOR TO PATCH & REPAIR EXISTING CONCRETE SLAB AS REQUIRED. ENSURE THAT SLAB IS SMOOTH AND FREE FROM ALL DEPRESSIONS & CHANNELS. PATH OF EGRESS 52'- REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 2 2012 • BUILDING Tukwila II N INCOMPLETE LT R# CS -1 CS -2 5' -0" DIAMETER HANDICAPPED TOILET ROOM RECEIVED FEB 212012 PERMITCENTER Coordination 0 d va M �o CO Al c 41 "$ CO z c, L, yyL C� L 0 0 'c. I- god cc esd O as 4 „3 to O RIW0 W— dote toC W • 'o 2 caEs �O O le • cog St g 0 �0 g'E 0 N0o w CD 1.n, 8 C`° v.o N p�0 � p I ) U n CO L U o CY) L SCALE AS SHOWN 'H th H H fil A CHECKED BY DO NOT SCALE DRAWINGS CONTRACTORS ARE TO VERIFY ALL SITE DIMENSIONS AND CONDITIONS PRIOR TO WORK. SITE DIMENSIONS SUPERCEDE DRAWINGS. Vl z 0 REVISED PER LL COMMENTS 2 REVISED PER BLDG. DIV. COMMENTS N A N ARCHITECTURAL FLOOR PLAN SCALE: 1/4" = 1 -0" TOILET ROOM EXISTING TO REMAIN D f f LIGHT FIXTURE SCHEDULE LAMP SCHEDULE QTY SYMBOL TYPE MANUFACTURER CATALOG NO. DESCRIPTION REF VOLTS REC SUR PEN WAL NOTES LAMP/ WATTS / FIXTURE MANUFACTURER/ FIXT LAMP WATTS CATALOG NO. 46 A CON TEC CTL- 5038 -S COLOR /PCS THEATRICAL STYLE FIXTURE 12" SQUARE HOOD. 120 1 23 44 TC P PF3823 0 Al CON -TEC CTL- 5038 -S COLOR /CM4 THEATRICAL STYLE FIXTURE 12" SQUARE HOOD. CLG. MTG. 120 X 1 23 44 TC P PF3823 C JESCO 36" LED S401 -36/30 LED LAMP STOREFRONT SIGN ILLUMINATION 120 1.6 9.5 9.5 4 D MOSPEN SP -67 3" JELLY JAR W /GUARD & RED COLORED GLOBE 1,2 120 13 17 TBD CF13 /DS /830 3 D -Y MOSPEN SP -68 3" JELLY JAR W /GUARD & YELLOW COLORED GLOBE 1,2 120 13 17 TBD CF13 /DS /830 4 F MERCURY MM1320CTELB/ MMR140D2 4' NARROW FLUOR STRIP 1,2,3,4 277 32 32 TBD F032/835 F1 MERCURY MM1250CTELB/ MMR140D2 3' NARROW FLUOR STRIP 1,2,3,4 277 32 32 TBD F032/835 4 F4 MERCURY ME62320CTELB120V 4' FLUOR STRIP 1,2,3,4 120 X 2 32 62 TBD F032/730 1 G NUTONE MODEL 763RLN COMBINATION LIGHT AND EXHAUST FAN 1 120 100 3 EX ummi EX ISI EXCSPRUWW UNIVERSAL MOUNT L.E.D. EXIT WITH INTERNAL BATTERY 1 20 X 3 L.E.D. 8 EM EM1 ISI UNIVERSAL MOUNT EMERGENCY W/ CALCIUM BATTERY 1.2 120 X 2 15 INCLUDED 4 H CON -TEC CTF56 56" INDUSTRIAL CEILING FAN 1,2,4 120 2 J CON -TECH RL38 (KIT) CTR3802 -B -BLK (TRIM) RECESSED FIXTURE 120 X 150W PAR38 1. FIXTURES AND LAMPS SUPPLIED BY TENANT AND INSTALLED BY ELECTRICAL CONTRACTOR UNLESS OTHERWISE NOTED. 2. EQUIP NEW FLUORESCENT LIGHT FIXTURES WITH ELECTRONIC BALLASTS. 3. FIXTURES SHOWN WITH "NL" ARE TO BE NIGHT LIGHTS WITH EMERGENCY BATTERY BALLAST. 4. FIXTURES USED FOR EXIT, EMERGENCY, OR NIGHT LIGHTING TO BE ON LOCKOUT CIRCUIT. 5. GENERAL CONTRACTOR SHALL CLEAN AND RELAMP EXISTING FIXTURES TO REMAIN TO LIKE -NEW CONDITION. FIELD VERIFY LAMP TYPE. BOS SP =A < E R -GE \D BOSE TO SUPPLY AND INSTALL 1 WOOFER FOR EVERY 4 MIDRANGE SPEAKERS. FINAL LOCATION DETERMINED BY BOSE INSTALLER. SPEAKERS ARE WIRED TO AMPLIFIER IN STOCK ROOM SPEAKER - SUPPLIED BY BOSE ALL SOUND SYSTEM AND SOUND SYSTEM WIRING. INSTALLED BY BOSE. @ 12' -0" A.F.F. SPEAKER - WOOFER SOUND SYSTEMS & WIRING SUPPLIED AND INSTALLED BY BOSE. TYP. LIGHTING NOTES: TYPICAL INDICATION FOR THE QUADRAPLEX OUTLET POSITIONED AT 12' O'A.F.F. AS REQUIRED FOR PLUGGING IN OF THE "A" LIGHT FIXTURES. E.C. TO SUPPLY & INSTALL 1 1/2" DIA OGALVANIZED PIPE, ALL - THREAD PIPE CLAMPS & UNISTRUT AS REQUIRED. MOUNT PIPE C? 12' -0" AFF. TYPICAL. NOTE: ALL DIMENSIONS SHALL BE FIELD VERIFIED. LIGHTING PLA\ GE \ERAL \OTES: A. ALL DIFFUSERS, EMERGENCY UNIT BASE PLATES, RECEPTACLES, ACCESS PANELS, AND COVERPLATES TO BE PAINTED TO MATCH ADJACENT CEILING, SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR LOCATIONS. B. EXIT SIGNS MUST BE INTERNALLY ILLUMINATED. C. CROSS REFERENCE TO BOTH SHEETS A -2.1 AND E -1.1 FOR LIGHTING FIXTURE INFO, SPECIFICATIONS & PLACEMENT. D. G.C. SHALL PAINT ALL VISUALLY EXPOSED STRUCTURAL, DUCTWORK, PIPING ETC. AS PER PLAN UNLESS CURRENT APPLICABLE CODES DICTATE OTHERWISE E. REFER TO SPRINKLER DRAWINGS FOR SPRINKLER INFORMATION IN ALL AREAS. TYPICAL LIGHTING PLA\ KEYE 3 \OTES: EXISTING A.C.T. CEILING TO REMAIN (12' -6" A.F.F.). GC TO REPAIR OR REPLACE AS NEEDED. PAINT P -1. 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 EXIT SIGNS MUST BE INTERNALLY ILLUIv IATED.7 P.) 1 1/2" DIA. GALVANIZED PIPE MOUNTED AT 12' -0" A.F.F. REFER TO DETAIL 1/A2.1 FOR ATTACHMENT INFO. FLUORESCENT LIGHT FIXTURES MOUNTED AT SAME BOTTOM ELEVATION AS YELLOW BEAM ON THE OVERHEAD DISPLAY FIXTURE QUADRAPLEX OUTLETS FOR PLUG -IN LIGHT FIXTURES SUPPLIED & INSTALLED BY E.C. SUPPORT RECEPTACLES WITH "CADDY PIPE CLAMPS. 12' -0" OC. TYPICAL SPACING QUADRAPLEX OUTLETS SUPPLIED & INSTALLED BY E.C. INSTALLED TO UNDERSIDE OF OVERHEAD STORAGE FIXTUERE QUADRAPLEX OUTLETS SUPPLIED & INSTALLED BY E.C. MOUNTED IN CEILING. - E.C. TO INSTALL J -BOXES MOUNTED FROM STRUCTURE ABOVE FOR CEILING FANS. FANS (SUPPLIED BY SPENCER'S) SHALL BE INSTALLED BY G.C. WITH BOTTOM OF FAN AT 13' -6" A.F.F. E.C. SHALL COORDINATE LOCATION OF J -BOXES WITH TENANT PROJECT MANAGER AND G.C. PRIOR TO INSTALLATION. EMERGENCY LIGHTS MOUNTED AT 12' -0" A.F.F. DUPLEX OUTLET ATTACHED TO CONDUIT FOR REMOTE CCTV CAMERA 12' -0" A.F.F. SUPPLIED AND INSTALLED BY E.C. RECESSED LIGHTING IN STOREFRONT SOFFIT DUPLEX OUTLET FLUSH MOUNTED IN FACE OF SOFFIT 6" ABOVE BOTTOM OF SOFFIT, FOR CCTV CAMERA MONITOR SUPPLIED AND INSTALLED BY E.C. FLUORESCENT LAMP IN LIGHT BAR. SEE DETAIL 1/A5.1. GALV. PIPE @ 10'- 0 "A,F.F., 3" BELOW EXISTING CEILING JUNCTION BOX FOR LIGHT BAR LIGHT TO BE LOCATED INSIDE STOREFRONT CONSTRUCTION. E.C. TO INSTALL LIGHT ON 24 HOUR 7 DAY TIME CLOCK. 3' FLUORESCENT LIGHT FIXTURES MOUNTED AT SAME BOTTOM ELEVATION AS YELLOW BEAM ON THE OVERHEAD DISPLAY FIXTURE 1 1/2" DIA. GALVANIZED PIPE MOUNTED AT UNDER STOREFRONT SOFFIT. REFER TO DETAIL 1/A2.1 FOR ATTACHMENT INFO. GENERAL \OTES: 1. G.C. TO SUPPLY & INSTALL A FULL FIRE ALARM SYSTEM INCLUDING STROBES & HORN & SMOKE DETECTORS AS PER MALL & LOCAL CODES. REUSE EXISTING IF POSSIBLE. 2. SPRINKLER HEADS FULLY RECESSED & CAPPED TO MATCH CEILING FINISH. 3.. G.C. TO VERIFY EXACT LOCATION OF EXISTING HVAC SYSTEM (VAV, DUCTWORK, ETC), SPRINKLER MAIN, SPRINKLER LINES, MALL SYSTEMS TO ENSURE PROPER CLEARANCE OF NEW LIGHTING LAYOUT. 4. USE #10 AWG -CU WIRING FOR (120V.) CIRCUIT HOMERUNS EXCEEDING 100FT. OF ACTUAL LENGTH. ELECTRICAL CONTRACTOR SHALL INCREASETHE WIRE SIZE TO SUIT NECESSARY VOLTAGE DROP. VERIFY IN FIELD. 5. LAMP LOAD ON TRACK SHALL NOT EXCEED RATING OF TRACK PERN.E.C. 410 -101B 6. PRIOR TO BID CONTRACTOR SHALL OBTAIN A COPY OF THE MALL "STORE DESIGN AND CONSTRUCTION MANUAL "FROM MALL AND SHALL ADHERE TO APPLICABLE SECTIONS. 7. SPRINKLER PLANS AND SPEC'S TO BE SUBMITTED BY SPRINKLER CONTRACTOR. 8. SPRINKLER CONTRACTOR TO SUBMIT PLANS TO BUILDING DEPARTMENT AND OBTAIN PERMIT. 9. SPRINKLER PIPES ARE NOT TO INTERFERE WITH LOCATION OR INSTALLATION OF DROP DOWN PANEL UNDER EQUIPTO DISPLAY FIXTURE 10. INSTALL SPRINKLERS ON UNDERSIDE OF PLATFORM UNIT WITH PROTECTIVE BASKETS TYPICAL. 11. ALL WIRING MUST BE IN RIDGE CONDUIT 12. DO NOT ABANDON ANY UTILITIES OR MATERIALS WITHIN LEASE SPACE, REMOVE BACK TO SOURCE. 13. SUPPORT WIRES FOR CEILING ITEMS MUST NOT BE CONNECTED TO ANY OF L.L. MECH, ELEC, PLUMBING OR FIRE PROTECTION PIPING OR EQUIPMENT. E.C. TO SUPPLY & INSTALL UNISTRUT HTHR050 SECURE TO STRUCTURE ABOVE AS REQUIRED E.C. TO SUPPLY & INSTALL 1/2" ALL THREADED W/ PIPE HANGERS MIN. 6' -0" O.C. ALONG PIPE. (OR AS SUGGESTED BY TRACK MANUF.) PIPE HANGERS 1 1/2" DIA. PIPE E.C. TO SUPPLY & INSTALL L. SCALE: 6" = 1' -0" Wsdetti Working Drawing Review ❑ Approved Approved as Noted O Resubmit These drawings have been reviewed for general design intent only. All actual field conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings is reguired to be kept on the job site at all times. 0" / 7/i • 4034Er Signed Date J .O cC/ tTs .111- co ) cJo O -L ▪ CA H Z 4-) 1a (WE 00 O to 1- moo. cc e62, m • 042 cc sal < 030 2 Zc 4• 2 O co a) a CD LN W•-wu. ��oN .cod W i co 15 F. 0 • =0 a0 5 • vi 03 03 CDv Npo _co co '~a 0. =0o) V0 .c 0) Coordination: U O 0 L 0 OPEN TO STRUCTURE TYPE DESIGNS ARE NOT ALLOWED DUE TO THE USE OF COMMON PLENUM RETURNS WITHIN THE MALL HVAC SYSTEM. ALL SPRINKLER HEADS IN THE FORWARD SELLING AREA ARE TO BE CONCEALED POP OFF COVER TYPE. ALL SUPPORTS TO BE FROM STRUCTURAL BEAMS AND JOISTS AND NOT FROM DECK ABOVE. ALL STOREFRONT LIGHTING MUST BE INCANDESCENT AND ON SEPARATE CIRCUIT AND ON 7 DAY TIME CLOCK SET TO MALL'S OPERATING HOURS. STOREFRONT SIGNAGE MUST BE ON SEPARATE CIRCUIT AND ON 7 DAY TIME CLOCK SET TO MALL'S OPERATING HOURS. REFLECTED CEILING PLAN SCALE: 1 /4 " =1 '- 0 " 65' -1" 1%2" DIA. GALV. PIPE AT 12' -0" A.F.F. 4' -0" EXISTING A.C.T. CEILING TO REMAIN (12' -6 A.F.F.). GC TO REPAIR OR REPLACE AS NEEDED. PAINT P -1. A " GALV. PIPE cif Al J A 31 ' -'F/ •A, L( PIPE 63' -104" 1%2" DIA. GALV. PIPE AT 12' -0" A.F.F. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 2 2012 City of Tukwila BUILDING DIVISION bk),--01 RECEIVED JAN 26 2012 PERMIT CENTER 8897 IL TC0 RI f�. ,D i'..iC i,Se. ^ \: TAB OF V AC "1911 REMTFRED ARMTP:T '~ Ch H DO NOT SCALE DRAWINGS z z z Q O- o o2 oar,, w Z z • Z O w o w $ O H owes z w o wa ov M i un F 0 REVISED PER LL COMMENTS W cW 03 W LL U Q 0 0 W VJ L J ULJ Q3 k U LLI (JO W CL 0\1 (I) z H OD LOCATION Z g EL c� z J W U 0 CC w U w J LL W GC. TO INSURE TOP SLAT IS FASTED AT n r TUDnI I 'UnI IT nICDI A V WAI WALL TIGHT TO DECK ABOVE extend brick to 51 -0 ' p. j, _.h...�...%..., �..,.�....�,... P1 (---- LINE OF A.C.T. AT 12' -6" A.F.F. GC. TO INSURE TOP SLAT IS FASTED AT 16" O.C. THROUGHOUT DISPLAY WALLS. USE HILTI TOGGLES WHERE NECESSARY. WALL TIGHT TO DECK ABOVE A A -3.1 22' -3" PLUGMOLD MOUNTED AT 11' -6" A.F.F. A ST -- 15 LINE OF A.C.T. AT 12' -6" A.F.F. P1 3 WALL TIGHT TO DECK ABOVE 18' -3" PLUGMOLD MOUNTED AT 11' -6" A.F.F. I■■■■•■■— ■- - ■■— -------- - - - - -- -------------- -------- - - - --- 15 NM — - - - - -■ -------- - - - - -- ' ______■ 4 —sm I- - - - - -- I —_ -- - -. MC ■ us P2� 8 Al T Ells P2 GC. TO INSURE TOP SLAT IS FASTENED AT 16" O.C. THROUGHOUT DISPLAY WALLS. USE HILTI TOGGLES WHERE NECESSARY. EMI 1 (P2) 3 / P2) BULLETIN BOARD. G.C. TO LAG SCREW TO BRICK USING BRACKET BEHIND CORK BOARD. ALL INSTALLATION BY G.C. (TYP.) estfield Working Drawing Review ❑ Approved Approved as Noted ❑ Resubmit These drawings have been reviewed for general design intent only. AI actual field conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings is required to be kept on the job site at all times. 24t 17/12 Signed Date extend brick to 5' -O" WALL TIGHT TO DECK ABOVE 1 P1 STOREFRONT ENTRANCF Al (P6 (A2) 11 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 2 2012 City of Tukwila BUILDING DIVISION COLOR AND FINISH SCHEDULE 1 LINE OF A.C.T. AT 12' -6" A.F.F. \-----.--Y 1 (P1).. (P2)- SHERWIN WILLIAMS COLOR 1 P1 q_5� USE HILTI TOGGLESvWHERE NECESSARY. �- (P3 ) - DELETED AND 4" VINYL BASE FURNISHED & 16' -3 11/16" PLUGMOLD MOUNTED AT 11' -6" A.F.F. CP4>- DELETED ANTIQUE RED° (A -2)- GRENEKER CAST CONCRETE - CUSTOM (P5)- SHERMAN WILLIAMS SMOOTH GRAY FINISH #1004 PURE WHITE SEMI -GLOSS (A -3)- GRENEKER -STEEL PLATE RUST BELT DIAMOND (P6 ) - PAINT GRAY TO MATCH CONC PLATE - MIRRA MT002 "DIAMOND PLATE" FLOORING PANEL SHERWIN WILLIAMS - SW -7053 "ADAPTIVE SHADE" GC. TO FLOAT EXISTING GROUT LIGNES TO ALLOW FOR INSTULATION OF NEW FLOORING (A -S-- MEGA WALL 11' -0" 1 3" 0.C. STEEL SLATWALL #303 CLEAR ON BRIGHT GALVANIZED FINISH TYP. = 15 2 - �A- STa���_� - �A- STi.�� —^�� ��� ' 2 2 �� /-� � i2r* �� I I I r'1 CD� 3 (P2 3 (P2) 3 (P2) extend brick to 51 -0 ' p. j, _.h...�...%..., �..,.�....�,... P1 (---- LINE OF A.C.T. AT 12' -6" A.F.F. GC. TO INSURE TOP SLAT IS FASTED AT 16" O.C. THROUGHOUT DISPLAY WALLS. USE HILTI TOGGLES WHERE NECESSARY. WALL TIGHT TO DECK ABOVE A A -3.1 22' -3" PLUGMOLD MOUNTED AT 11' -6" A.F.F. A ST -- 15 LINE OF A.C.T. AT 12' -6" A.F.F. P1 3 WALL TIGHT TO DECK ABOVE 18' -3" PLUGMOLD MOUNTED AT 11' -6" A.F.F. I■■■■•■■— ■- - ■■— -------- - - - - -- -------------- -------- - - - --- 15 NM — - - - - -■ -------- - - - - -- ' ______■ 4 —sm I- - - - - -- I —_ -- - -. MC ■ us P2� 8 Al T Ells P2 GC. TO INSURE TOP SLAT IS FASTENED AT 16" O.C. THROUGHOUT DISPLAY WALLS. USE HILTI TOGGLES WHERE NECESSARY. EMI 1 (P2) 3 / P2) BULLETIN BOARD. G.C. TO LAG SCREW TO BRICK USING BRACKET BEHIND CORK BOARD. ALL INSTALLATION BY G.C. (TYP.) estfield Working Drawing Review ❑ Approved Approved as Noted ❑ Resubmit These drawings have been reviewed for general design intent only. AI actual field conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings is required to be kept on the job site at all times. 24t 17/12 Signed Date extend brick to 5' -O" WALL TIGHT TO DECK ABOVE 1 P1 STOREFRONT ENTRANCF Al (P6 (A2) 11 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 2 2012 City of Tukwila BUILDING DIVISION COLOR AND FINISH SCHEDULE (P1)-- PITTSBURGH PAINT #326 -7 ®- CONCRETE STAIN L.M. SCOFFIELD SPICED CIDER #CS -2 "PADRE BROWN" (P2)- SHERWIN WILLIAMS COLOR ® CLEAR CONCRETE SEALER #SW -6251 - "OUTER SPACE" 0 - ARMSTRONG COOL WHITE OR EQUAL (P3 ) - DELETED AND 4" VINYL BASE FURNISHED & INSTALLED BY G.C. (A -1)- CULTURED STONE CULTURED BRICK CP4>- DELETED ANTIQUE RED° (A -2)- GRENEKER CAST CONCRETE - CUSTOM (P5)- SHERMAN WILLIAMS SMOOTH GRAY FINISH #1004 PURE WHITE SEMI -GLOSS (A -3)- GRENEKER -STEEL PLATE RUST BELT DIAMOND (P6 ) - PAINT GRAY TO MATCH CONC PLATE - MIRRA MT002 "DIAMOND PLATE" FLOORING PANEL SHERWIN WILLIAMS - SW -7053 "ADAPTIVE SHADE" GC. TO FLOAT EXISTING GROUT LIGNES TO ALLOW FOR INSTULATION OF NEW FLOORING (A -S-- MEGA WALL 3" 0.C. STEEL SLATWALL #303 CLEAR ON BRIGHT GALVANIZED FINISH TYP. ELEVATO\ SLATWALL ATTACHMENT: SCREW THE SLATS TO EVERY OTHER STUD, EVERY 1' VERTICALLY UP THE WALL <EY\ OTES 2 3 4 8 9 10 11 12 13 14 15 16 17 PAINTED GYP. BD. SURFACE - FINISH WITH( P1). SLATWALL SUPPLIED BY SG. INSTALLED BY G.C. 6" PAINTED WOOD BASE BY G.C. - FINISH WITH ( P2). NEW DOOR. REFER TO DOOR SCHEDULE SHEET A 1.1 NOT USED PINNABLE BOARD (BY F.C. INSTALLED BY G.C.) VENEER BRICK TO 11' -6 A.F.F. EXCEPT AT STOREFRONT WALLS ANGLED IRON BOLTED ONTO TOP SILL FOR GLASS GLAZING ROLL DOWN GRILLE WITH STOREFRONT SIGNAGE ON FRONT SURFACE BRICK FACADE WRAPS ONTO INTERIOR SURFACE FROM STOREFRONT (A -1). GLASS WINDOW STOREFRONT BEYOND WALL ANGLED IRON BOLTED DOWN ONTO SILL BETWEEN WINDOW GLAZING. CONCRETE STONE LIKE BASE (A -2 >. PLUG MOLD PROVIDED BY SPENCER INSTALLED BY E.C. REFER TO ELECTRICAL DRWGS. GRILLE ROLL EXPOSED. DUPLEX OUTLET FLUSH MOUNTED IN FACE OF SOFFIT 6" ABOVE BOTTOM OF SOFFIT. - (FOR CCTV CAMERA MONITOR) SUPPLIED AND INSTALLED BY E.C. TYPICAL SALES AREA WALL - 5/8" DRYWALL. 7' -1" A.F.F. S T.O. PUCK BRACKET BRACKET (4" LONG), PLATE MOUNTED TO WALL, BRICK MOUNTED OVER BRACKET WALL PLATE. 1/2" F.R.T. PLYWOOD SHEATHING FROM FLOOR TO 11' -6" A.F.F. 6' -7" A.F.F. T.O. PUCK BRACKET BRACKET - 4" LONG "CULTURED BRICK" IN "RUNNING BOND" PATTERN W/ MORTAR- FILLED JOINTS. INSTALLED BY G.C. SUPPLIED BY S.G. (TYP.) A [1 A -3/1 SCALE: 1 1/2" = 1' -0" 8897 1,1 N'.:A'S1i' RECEIVED JAN 2 6 2012 PERMIT CENTER J � J .D W 0. EL/ r V 441. v to `° o c0 o Ohm c' E Z0 d a O. 0 camI' Z o� O Of V fa • oc 111.1 W •- der ur 00 A . Cm O O F. o 0 W"' u) cc o 0 =a =a° QV R Q• J g mrn00 C 0o CO fIl. oo a . 0`0 0. a0 ty rn Coordination: co DO NOT SCALE DRAWINGS J to Z O O z N j • O 2 O ,CLA w Q Z • Z Q O ce ° 0 00 Zoo 12 w z w O i O Ln z 0 0 U LL COMMENTS ce w w w cn w w CC N A CC J N W c oo OU S cNi cc -jOW° L J (jr Q 11 H,^ LOCATION DWG.TITLE ELEVATIONS 0 Li z Tenant is in a Blade Sign required zone. Tenant must provide blade sign to be installed on Tenant Storefront, not demising wall. Must cornply with Westfield Blade-sign Criteria (33Lx15Hx3W internally it and flush mounted top of blade - sign 10' -0 ") Tenant must provide signage package to be approved by Landlord. See signage / blade sign criteria attached. Provide Signage package r 1 1 MALL REVEAL , 1 C — 4,1 % SCALE: 1/2" = 1' -0" 1 STOREFRO 2' -7" cVI I 1 1 1 1 J 6' -4 1/2" I I 1 I 1 I I 1 2' -1" 0 6' -0" DOORS 1 1 I 6' -11 1/2" BTWN. BACK OF TUBES 2' -1" 6' -4 1/2" 1 /2" reveals - 6" neutral per 3' -3" I I I I 1 1 1 O 1 I 1 1 I 1 1 I \T E \LARGER PLA\ Tr Y. _ ‘ top of blade sign @ 10'0" AFF typ. GALVANIZED 2" PIPING, SUPPLIED & INSTALLED BY G.C. 11' -2" TOP OF WINDOW GRILLE II CORRUGATED METAL FINISH 0 -4.3 BACKLIT STOREFRONT SIGN SEE DETAIL 1/A5.1 111 11 1 IIIIHIIIIIIIIIIII1I 1 1 1 I I I I l II I 1 I 1 1 1 1 1 1 I I I I I l I I 1 III I I I I I I I I _ I I 1 I 1 1 I I I I 1 I 1 I I 1 I I I J 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1) 1 1 1 1 1 1 1 1 1 1 I I I 11 1 H 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 W.I. MN •=11111INI■IIIME■MIIIIIMMINIMI■Ual•■■••■••111M•MEL\ - ________- M______� 1 1 , 1 1 1 1 1 1 1 1 1 10' -10" T T 0) 4 A -4.1 A -4.� CD i VENEER BRICK STOREFRONT W /GRAPHICS - REFER TO COLORBOARD PACKAGE FOR STOREFRONT RENDERING ANGLE IRON B STOREFRONT C EXPOSED BOLT INTO POSITION. SECTIONS SHE FURTHER INFO • DLTED TO INSTRUCTION. SECURE GLASS REFER TO T A -4.3 FOR MATION. ANGLE IRON EXPOSED BO POSITION. R SHEET A -4. MINIMAL 1/4" GAP BETWEEN GLASS OLTED TO SILL. TS SECURE GLASS INTO FER TO SECTIONS FOR FURTHER INFO.- r, CONCRETE PANEL 1 Provide sizing with Sign Vendors drawing package ICI A ALL STOREFRONT DESIGN MUST BE INDEPENDENTLY SUPPORTED FROM THE MALL STRUCTURE. LANDLORD'S MALL BULKHEAD CAN ONLY BE USED FOR LATERAL SUPPORT. CORRUGATED METAL FINISH ■ tr.71, •111111P404 ___ �_ �__ —1: =1111••___ • _••■•___■___w____■_ '____ �� ■m - -�� -= ∎— _■ air - = - -- — -_____ _1■___ I_I— ■__ ■■■•11•11_■_ —____■ ___ I__•_ ��_N _t o' 1_W 0 MIII _ �_ __ —� IMIIIIIIM _■_ MENEM 11111111_ _■_ MIIIMINEIM 1■1• l■■ _ ∎=1 __ _= Ise III 1MI_■ 1 1 11 VISTA WALL SERIES 3000 DOORS ANODIZED BRONZE FRAME: - SUPPLIED AND INSTALLED BY G.C. VENEER BRICK STOREFRONT W /GRAPHICS - REFER TO COLORBOARD PACKAGE FOR STOREFRONT RENDERING 194 ANGLE IRON B STOREFRONT C EXPOSED BOLT INTO POSITION. SECTIONS SHE FURTHER INFO' LTED TO INSTRUCTION. SECURE GLASS REFER TO T A -4.3 FOR MATION. ID ANGLE IRON EXPOSED BO POSITION. R SHEET A -4. ••_■• I■•__ MINIMAL 1/4" GAP BETWEEN GLASS OLTED TO SILL. TS SECURE GLASS INTO FER TO SECTIONS FOR FURTHER INFO. CONCRETE PANEL - 1 N UTRAL PIER I MALL REVEAL- 1 ma. Wstfiekt Working Drawing Review Approved Approved, as Noted ❑ Resubmit These drawings have been reviewed for general design intent only. All actual field conditions are required to be verified by the Tenant's Architect and /or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings is required to be kept on the job site at all times. • 143461t Signed 01/17112 NEUTRAL PIER w/ MALL REQUIRED FINISH. V.I.F. DIMENSIONS VENEER BRICK STOREFRONT W /GRAPHICS - REFER TO COLORBOARD PACKAGE FOR STOREFRONT RENDERING GALVANIZED 2" PIPING, SUPPLIED & INSTALLED BY G.C. Date GENERAL NOTES: 1. STOREFRONT FRAMING SHALL BE 3 -5/8" X 20 GA. METAL STUDS © 16" 0.C. (EXCEPT WHERE A HEAVIER GUAGE OR GREATER DEPTH IS NOTED. ALL STOREFRONT CONSTRUCTION MUST BE SELF-SUPPORTING AND RELY ON L.L. BULKHEAD FOR LATERAL SUPPORT ONLY. 2. THE LEVEL OF THE FINISHED FLOOR WITHIN THE STORE ENTRANCE AREA MUST CORRESPOND TO THE LEVEL OF THE MALL FINISHED FLOOR AT THE LEASE LINE TO CREATE A SMOOTH TRANSITION. G.C. TO MAKE ALL NECESSARY ADJUSTMENTS. 3. NO ATTACHMENTS TO THE BULKHEAD. A REVEAL IS REQUIRED TO ALLOW FOR FREE MOVEMENT BETWEEN THE BULKHEAD AND THE STOREFRONT. STOREFRONT MUST EXTEND ABOVE THE BACKSIDE OF THE LANDLORD BULKHEAD A MINIMUM OF 6 ". 4. EACH BIDDER SHALL EXAMINE THE SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS PRIOR TO BIDDING THE JOB. NO EXTRA COMPENSATION WILL BE ALLOWED BECAUSE OF A MISUNDERSTANDING AS TO THE AMOUNT OF WORK INVOLVED OR A LACK OF KNOWLEDGE ABOUT EXISTING CONDITIONS. 5. PREPARE FRONT SIDE OF METAL MATERIAL ABOVE SHOW WINDOW TO RECEIVE GRAPHICS DESIGN AFTER INSTALLATION: A. CLEAN SURFACE WITH MINERAL SPIRITS. B. SIZE METAL SURFACE. C. CLEAR COAT FINISH TO RECEIVE PAINTED GRAPHICS. COLOR AND FINISH SCHEDULE (P1)- PITTSBURGH PAINT #326 -7 SPICED CIDER (P2)- SHERWIN WILLIAMS COLOR #SW -6251 - "OUTER SPACE" (P3)- DELETED (P4)- DELETED (P5)- SHERMAN WILLIAMS #1004 PURE WHITE SEMI -GLOSS (P6 ) - PAINT GRAY TO MATCH CONC PANEL SHERWIN WILLIAMS - SW -7053 "ADAPTIVE SHADE" - CONCRETE STAIN L.M. SCOFFIELD #CS -2 "PADRE BROWN" - CLEAR CONCRETE SEALER - ARMSTRONG COOL WHITE OR EQUAL AND 4" VINYL BASE FURNISHED & INSTALLED BY G.C. n- CULTURED STONE CULTURED BRICK "ANTIQUE RED" CA 2> GRENEKER CAST CONCRETE - CUSTOM SMOOTH GRAY FINISH CA 3> GRENEKER -STEEL PLATE RUST BELT DIAMOND PLATE THRESHOLD MIRRA MT002 "DIAMOND PLATE" FLOORING GC. TO FLOAT EXISTING GROUT LIGNES TO ALLOW FOR INSTULATION OF NEW FLOORING �A S� MEGA WALL 3" O.C. STEEL SLATWALL #303 CLEAR ON BRIGHT GALVANIZED FINISH TYP. (-3 FRONT OF STOREFRONT ENTRY BUILD -OUT MALL TILE 1/8" THICK "DIAMOND PLATE" —MALL TERRAZZO STRIP rSHEET INSTALLED WITH / FLOOi?/NG ADHESIVE AND /[/ SHOT DOWN —MA L DIAV TRANSITION AREA FLOATED TO BRING DIAMOND PLATE' SHEET FLUSH WITH MALL TILE 0 \D PLATE SICT 0\ DIAMOND PLATE IS SUPPLIED BY S.G. & INSTALLED BY G.C. A -4.1 SCALE: NTS METAL BOLT- 4� STOREFRO \T DETAIL A -4,1 / SCALE: 1/2" = 1' -0" REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 2 2012 City of Tukwila BUILDING DIVISION b PO(8 Painting - Scope of Work 1 P -5 Toilet room Interior (walls & ceiling) 2 P -5 Toilet room door interior /exterior 3 P -5 Stockroom walls 4 P -5 Rear Service door interior 5 P -1 Sales floor demising walls above 10' -0" A.F.F. 6 P -1 Sales side of Sales /stock wall above 10' -0" A.F.F. 7 P -1 . Wall with sales /stock door from floor to deck 8 P -1 Sales side of sales /stock door 9 P -5 Stockroom side of sales /stock door 10 P -1 Deck 11 P -1 Conduit, pipes & all other items hanging above 10' -0" (Except for galvanized pipe hung at 12' -0" for lights) 12 P -2 Sales floor base board 13 P -1 Bottom of storefront soffit 14 P -5 Fire corridor (if built) 15 Mall neutral piers & bulkhead (as required ) 16 P -1 Sheetrock columns on sales floor above 1O' -0" a.f.f. 8897 Rr0A F.Pi' p T' FY L kPJ`'bA 4 /,,r1'e RECEIVED JAN 26 2012 PERMIT CENTER v 1 0-1 .Q W n c� r Wd co Mcoo co o O 4. co Z0 Q wm a N N Zo O o g acts rc 26-1 O ow cc op° Q a,L c 0 c7`am'/�- = Lv+ W•—dst Y.� �N F. .c oC) o W 747. cc y0 O 0 0. =a° A ✓ 0. 5Cg m 03 .12 (D jf . a o 0`0 ad g N 0 1 w H N w CHECKED BY DO NOT SCALE DRAWINGS Q a 0 'r 0 z 0 u z 0 z 0 u z z 0 z z 0 1- PRIOR TO WORK. SITE DIMENSIONS SUPERCEDE DRAWINGS. z O 1 5 5R REVISED PER LL COMMENTS (cak) al E4 A 1 /3/12 J C W N W CC 00 U co LL OUQO CC --I Ur) Lr)QQ CL I-LI 00 4J QL w E1 CO LOCATION z 0 I- >z w w I- o Z r w a CC z 0 w (n o6 Q These intent verified is One re Wstfiekt Working Drawing Review ❑ Approved Approved as Noted 0 Resubmit drawings have been reviewed for general design only. All actual field conditions are required to be by the Tenants Architect and/or Contractor. Tenant responsible for complying with all government regulations. (1) copy of this landlord stamped set of drawings is wired to be kept on the job site at all times. • 01/17/12 _IS.1 1..',,,,. :!.!:::::::...,,,,„,„.:„',':',"'''''.:.:.''.1-' . - . ..!!!::: ", , „..:.-. .,4,. 19g"' : .":„_9„ ..,„ _....,,,,,:,,.,.,..,..,...„....111-:::::,..:,..,,,,,,,,,.. :, .:.,,:„..,,::,'.....:,.-....-.1,„,.,,,.. Ae-,,,. , :„,. - -7.*,. . .,....-;',-",-. 6826 BLACK HORSE PIKE, EGG HARBOR TOWNSHIP, NJ.. 08234 -4197 All Concepts, Designs and Plans set forth herein are the sole property of Spencer Gifts,LLC., and shall not be used by any person, company, corporation or other entity without the prior Written permission of Spencer Gifts,LLC. ©2004 Spencer Gifts,LLC. Signed Date BUILDING COLUMN WITH SLATWALL ON 4 SIDES TO 11' -6" A.F.F. STAGGER NEW METAL SLATWALL SYSTEM. REFER TO LEASE LINE SPECIFICATION SHEETS & DETAILS FOR FURTHER INFO. SUPPLIED BY SG. INSTALLED BY G.C. (TYP.) LEASE LINE DEMISING WALL STAGGER NEW METAL SLATWALL SYSTEM. REFER TO DEMISING WALL SPECIFICATION SHEETS & DETAILS FOR FURTHER INFO. _ SUPPLIED BY SG. INSTALLED BY G.C. (TYP.) STAGGER NEW METAL SLATWALL SYSTEM. REFER TO SPECIFICATION SHEETS & DETAILS FOR FURTHER INFO. 1 \. /1 SUPPLIED BY SG. INSTALLED BY G.C. (TYP.) A -3 ' GRENEKER` STEEL LATE RUST \ BELT DIAMOND PLATE THRESHOLD 1 \,; BACK OF SOFFIT 1 zNI PAINT P -1 NEW ENTRY PIER, CLAD IN CONCRETE & BRICK VENEER W/ g 0 N C W U VI ,.� W Q CHECKED BY DO NOT SCALE DRAWINGS CONTRACTORS ARE TO VERIFY ALL SITE DIMENSIONS AND CONDITIONS PRIOR TO WORK. SITE DIMENSIONS SUPERCEDE DRAWINGS. PANELS 1 i /-S OREFRON,T GRAPHICS. FOR FURTHER INFO REFER TO,SECTION A ;3. SUPPLIED BY S:,G. INSTALLED B , , TY - Q Y ACT s `° NOTE I BULLETIN BOARD – SUPPLIED BY S.G., INSTALLED BY G.C. ,TO G.C, TO CONFIRM THAT°CULTURED BRICK' SUPPLIED CONFORMS THE TYPICAL `DJMENSIONS SHOWN. :HERE. ;G.C. TO NOTIFY PROJECT MANAGER' OR SPENCER G1FT3 OF ANY;�DISCREPANCIE,IMMEDIATELY. ; .. INSTALL 2 X 8 BLOCKING IN SOFFIT FOR HINGED PANEL :� \ /\ GROUT BETWEEN JOINTS - USING A MORTAR BAG TOOL'JOINT AS REQ'D TO ACHIEVE- "WEATHERED:, TYPE'APPEAR.ANOE. SUPPLIED BY;S�G. 1 INSTALL 2 X 8 BLOCKING IN SOFFIT FOR HINGED PANEL MALL REVEAL INSTALLE'D. BY 0 ,O >, TYP. _,. % "' X . ( ) �� 5 /8"- TYPE X" DRYWALL OVER 37,5/8' METAL STUDS 1 1 � Z c 0 r R REVISED PER LL COMMENTS (cak) r 1 2" x 2" STEEL ANGLES LOCATE STOREFRONT GLAZING. LAG SCREW TO KNEE WALL METAL FRAMING, USING LARGEST HARDWARE SIZE TM 1 2" x 2" STEEL ANGLES LOCATE STOREFRONT GLAZING. LAG SCREW TO KNEE WALL METAL FRAMING, USING LARGEST HARDWARE SIZE 1 1 —_ - _ 1 1 1 "CULTURED BRICK" FLAT & CORNER PIECES AS REQ'D, SECURED TO DRYWALL IN RUNNING BOND PATTERN W/ APPROVED MASONRY ADHESIVE. SEE EXTERIOR ELEVATION 2/A -4.1 FOR SPEC. SUPPLIED BY SG. INSTALLED BY GC. (TYP.) VENEER BRICK STOREFRONT WITH GRAPHICS – REFER TO RENDERING • - - _ = 1 • 1 I NEUTRAL PIER PRACTICAL. DESIGN INTENT IS TO ACHIEVE AN PRACTICAL. DESIGN INTENT IS TO ACHIEVE AN "INDUSTRIAL" APPEARANCE. REFER TO STOREFRONT SECTIONS SHEET A -4.3 ALL BY G.C., (TYP.) 1/2" TEMPERED SAFETY GLASS. ALLOW 1/2" GAP @ SIDES BETWEEN GLASS AND CULTURED BRICK VENEER — "INDUSTRIAL" APPEARANCE. REFER TO STOREFRONT SECTIONS SHEET A -4.3 ALL BY G.C. (TYP.) 1/2" TEMPERED SAFETY GLASS. ALLOW 1/2" GAP @ SIDES BETWEEN GLASS AND CULTURED BRICK VENEER —� COLORBOARD PACKAGE FOR STOREFRONT _ J ., —_ — MALL REVEAL – KNEE WALL / GLAZING BASE BELOW. SEE SECTIONS SHEET A -4.3 - _ o]_ 0 o a o 0 0 0 0 0 0 0 0 0 0 o a o — — — — KNEE WALL / GLAZING BASE BELOW. SEE SECTIONS SHEET A -4.3 G.C. TO EXTEND MALL STANDARD TILES "CULTURED "CULTURED BRICK" FLAT & CORNER PIECES AS REQ'D, SECURED BRICK" FLAT & CORNER PIECES AS REQ'D, SECURED A TO DRYWALL IN RUNNING BOND PATTERN W/ APPROVED TO NEW STOREFRONT LINE OF CLOSURE TO DRYWALL IN RUNNING BOND PATTERN W/ APPROVED SEE DETAIL 3/A -4.1 MASONRY ADHESIVE. SEE EXTERIOR ELEVATION 2/A -4.1 FOR MASONRY ADHESIVE. SEE EXTERIOR ELEVATION 2/A -4.1 FOR SPEC. SUPPLIED BY SG. INSTALLED BY GC. (TYP.) SPEC. SUPPLIED BY SG. INSTALLED BY GC. (TYP.) VENEER BRICK STOREFRONT WITH GRAPHICS – REFER TO 'SPENCERS' SIGNAGE – REFER TO VENEER BRICK STOREFRONT WITH GRAPHICS – REFER TO COLORBOARD PACKAGE FOR STOREFRONT RENDERING 0 PLA -)TO:- OTTTF'( T C!TTA T COLORBOARD PACKAGE FOR STOREFRONT RENDERING SECTIONS & SIGN DETAILS, 1/A5.1 REVIEVqED FOR CODE COM LIA CE APPROVED MAR 22 2012 City of Tukw ila vISION BUILDING DI STORE NAME SPENCER GIFTS #307 WES TFIELD SOU THCEN TER LOCATION 2856 SOU THCEN TER MALL SEATTLE, WA 98188 SPACE #2160 DWG.TITLE STOREFRONT SECTIONS A -4.2 SCALE: 1' =3/4" RECEIVED JAN 26 2012 PERMIT CENTER 8997 t........ `lr'n bi al:ow 0 1 0 A . A II GENERAL NOTES: ,_ y %. / ii- ''h..%'7'rl., �' a Elf /1;-,, /;.' . �'" , mi 6826 BLACK HORSE PIKE, EGG HARBOR TOWNSHIP, NJ. 08234 -4197 All Concepts, Designs and Plans set forth herein are the sole property of Spencer Gifts,LLC., and shall not be used by any person, company, corporation or other entity without the prior Written permission of Spencer Gifts,LLC. X2004 Spencer Gifts,LLC. These intent verified is One re WPstfield Working Drawing Review ❑ Approved Approved as Noted ❑ Resubmit drawings have been reviewed for general design only. All actual field conditions are required to be by the Tenant's Architect and/or Contractor. Tenant responsible for complying with all government regulations. (1) copy of this landlord stamped set of drawings is uired to be kept on the job site at all times. ` 01/17112 7. STOREFRONTS: SHALL BE SOLELY SUPPORTED FROM THE FLOOR. ONLY APPROVED HORIZONTAL BRACING TO BUILDING STRUCTURE AND ,STOREFRONT BULKHEAD WILL BE ALLOWED 2. NO ATTACHMENTS TO THE BULKHEAD. A REVEAL IS REQUIRED TO ALLOW FOR FREE MOVEMENT BETWEEN THE BULKHEAD AND THE STOREFRONT STOREFRONT MUST EXTEND ABOVE THE BACKSIDE OF THE LANDLORD BULKHEAD A MINIMUM OF 6 ". 5. TENANT'S WALL FINISH SCHEDULE SHOULD CALL FOR A MINIMUM OF 5/8" GYPSUM BOARD SMOKE BARRIER RUNNING UP THE BACK SIDE OF THE LANDLORDS BULKHEAD AT THE FRONT LEASELINE (FROM ABOVE THE TENANT'S STOREFRONT TO THE METAL DECKING ABOVE). ALL WORK TO BE BY TENANT. 4. SG SUPPLIES ONLY THE BRICK AND PRE -CAST PANELS FOR THE STOREFRONT ALL OTHER LABOR AND MATERIALS FOR BRICK AND PRE -CAST PANELS IS BY GC. Signed Date EXISTING MALL EXISTING MALL BULKHEAD TO REMAIN BULKHEAD TO REMAIN LIGHT STRIP LIGHT STRIP BY LANDLORD LIGHT COVE BY LANDLORD LIGHT COVE TO REMAIN 15' -0" A.F.F- V.I.F.. PRIOR TO SUBMITTING HIS OR HER BID, EACH BIDDER SHALL EXAMINE THE SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS PRIOR TO BIDDING THE JOB. NO EXTRA COMPENSA TION WILL BE ALLOWED BECAUSE OF A MISUNDERSTANDING AS TO THE AMOUNT OF WORK INVOLVED OR A LACK OF KNOWLEDGE ABOUT EXISTING CONDITIONS. EXISTING TO REMAIN 15' -0" A.F.F. (VIF) • o $ �Y'7 0 o� i 8" SOLDIER BRICK 8" SOLDIER BRICK t 1 "CULTURED BRICK" IN "RUNNING BOND" 6„ j "CULTURED BRICK" IN "RUNNING BOND" PATTERN W/ MORTAR FILLED JOINTS. FOR FURTHER INFO., SEE PLAN SECTIONS SHEET A -4.2, EXTERIOR ELEVATION 2/A -4.1 INSTALLED BY G.C. SUPPLIED BY S.G. TYP. (TYP.) — —� — -- -- `� 16 0 W O °� > �0 -ti C° Q n O •-_ O = q Q WS' p L 1 ` W Z c D ��p LL O CD y,, Q� O C� Z z C) - y Oi T N (/) (J) Q (� J 1 CO I:: r O CC �) n a PATTERN W/ MORTAR - FILLED JOINTS. FOR FURTHER INFO., SEE PLAN SECTIONS SHEET A -4.2, EXTERIOR ELEVATION 2/A -4.1 INSTALLED BY G.C. SUPPLIED BY S.G. (TYP.) STOREFRONT SIGN. SEE DETAIL 1/A5.1 11' -2" A.F.F. f ` COLOR AND FINISH SCHEDULE =_ 20 (33 mils)GAUGE 3 5/8" METAL STUD � FRAMING. (TYP.). 9 �1 (PO- PITTSBURGH PAINT #326-7 SPICED CIDER (P2)- BENJAMIN MOORE COLOR #2125 20 "CHARCOAL GRAY" CP3>- BENJAMIN MOORS COLOR #2124 30 "DEEP SILVER" P4 PITTSBURGH PAINT U #217 -7 "ACID GREEN /YELLOW" PANEL SHERW/N WILLIAMS - SW -7053 ADAP77VE SHADE" 43)_ CONCRETE STAIN L.M. SCOFFIELD #CS 2 "PADRE BROWN" ®- PATCH & REPAIR EXISTING CONCRETE SLAB AS REQUIRED. ENSURE THAT SLAB IS SMOOTH AND FREE FORM ALL DEPRESSIONS AND CHANNELS. �(� ARMSTRONG COOL WHITE OR EQUAL C AND 4" VINYL BASE PUNISHED & INSTALLED BY G.C. \A -3 >- GRENEKER -STEEL PLATE RUST BELT DIAMOND PLATE THRESHOLD CA -ST >- MEGA WALL 3" O.C. STEEL SLATWALL #303 CLEAR ON BRIGHT GALVANIZED FINISH TYP. ( H 1- H i- IRS 1 O I it' 2" A.F.F. ® J_ 10' -10' .F.F. ® ®, �_w NEW SOFFIT - FINISH W PAINT TYPICAL -. r" arm IMO / / / / // /// //� 5 8 TYPE "X" GYP. BD. W J -BEAD EDGES. / / 20 GAUGE (33 Mils) 3 5/8" METAL STUDS 12" O.C. MAX. (TYP.) �' % % � PROVIDED &INSTALLED BY G.C. (TYP.) 10' -6" -{ -I 1- /Pi ly W H A CHECKED BY s LL z w LL > u - G p o o u W w F z a N z zo 1- G Z 30 0 0 o O zo F 1- G v. d , .F.F. FINISH W /P1 PAINT TYPICAL 0 0" E FINISH W /Pi' PAINT TYPICAL 8,_2„ A.F.F. % / � SCALE AS SHO1 ��r „ ` .F.F. "CULTURED BRICK" IN "RUNNING BOND" PATTERN W MORTAR FILLED JOINTS. FOR FURTHER INFO., SEE PLAN SECTIONS SHEET A-4.2, EXTERIOR ELEVATION 2/A-4.1 INSTALLED BY G.C. SUPPLIED BY S.G. (TYP.) NALL COVVON AREA I 9' 10' A.F.F. HEAVY GAUGE 3 5/8" METAL STUDS 12" O.C. MAX. (TYP.) OVERHEAD DOOR CORP. # F -265 METAL SLATS TO MATCH ENTRY GRILLE. SCREW TO FRAMING AS REQ'D. SUPPLIED BY S.G. INSTALLED BY G.C. (TYP.) 2x4 BLOCKING 2 16" O.C. FOR CONNECTION OF STEEL ANGLE #10 X 2 -1/2" SCREWS CO 24" O.C. ] YYY "X" A / 4 5/8" TYPE GYP. BD. CORNER BEAD , ALL OUTSIDE CORNERS. TAPE, SPACKEL & -- SAND AS REQ'D, PAINT P1. ALL BY G.C. -i (TYP.) ■ �' 0 I o °, \ ���I %'f� 4 -5/8" STEEL PLATE r%! Z 0 - V1 Pa iM REVISED PER LL COMMENTS (cak) \ i��/ "iiTriiTy. ' ' a, 2" x 2" STEEL ANGLE, WELDED TO 4 -5/8" X 1/8 "" PLATE. WELD -ON DECORATIVE 1" \ HEX HEAD BOLTS TO MATCH HARDWARE GLAZING BASE. ALL BY G.C. (TYP.) RUBBER GASKETS AS REVD. 'ALL BY G.C. (TYP.) �, _-2" x 3" STEEL ANGLE, L.L.H., BOLTED TO 11‘01..,, �� REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 2 2012 • City of Tukwila BUILDING DIVISION PLATE. ALL BY G.C. (TYP.) ,1, 1— ; Q Z 1— Z Q .. NALL COMMON AREA -�_ "CULTURED BRICK" IN "RUNNING BOND" PATTERN W/ MORTAR- FILLED JOINTS. FOR FURTHER INFO., SEE PLAN DETAIL SHEET A -4.2, EXTERIOR ELEVATION 2/A -4.1 INSTALLED BY G.C. SUPPLIED BY S.G. (TYP.) DATE csl to 1/2" TEMPERED SAFETY GLASS. RECEIVED► JAN 262012 PERMIT CENTER F PROVIDED & INSTALLED BY G.C. . BULLETIN BOARD G.C. TO LAG SCREW TO BRICK USING BRACKET "CULTURED BEHIND CORK BOARD. ALL INSTALLATION BY G.C. (TYP.) 4' -2' A.P.F. BRICK° BEYOND. INSTALLED BY G.C. SUPPLIED BY S.G. (TYP.) STORE NAME SPENCER GIFTS #2149 MESILLA VALLEY MALL LOCATION 700 SOUTH TELSHOR BL VD. LAS CRUCES, NM 88011 SPACE #1548 IONT ELEVATION S ADD CHAMFER CORNERS AS SHOWN. (TYP.) A CORNER MITER INDICATED IS PRE -CAST PIECE SUPPLIED BY SG AND INSTALLED BY GC TYPICAL - ALL CORNERS ADD CHAMFER CORNERS AS SHOWN. (TYP.) CORNER MITER INDICATED IS PRE CAST PIECE SUPPLIED BY SG AND INSTALLED BY GC TYPICAL ALL CORNERS 2' -6" A.F.F. / %/M w. 1' 6" A.F.F. l° "CONCRETE" 3/8" POLY- RESIN PANELS SECURED WITH APPROVED MASONRY /2 ADHESIVE CEM NOTITIOUS BACKER BOARD TO METAL STUDS DWG.TITLE ST1 & `AT8ACMED 5/8" METAL STUDS 12" O.C.0 MAX. BY HILTI OO C APPROVED EQUAL ANCORS 1 A ' 5/8" TYPE "X" GYP. BD. W/ J -BEAD EDGES. PROVIDED & INSTALLED BY G.C. (TYP.). PAINT© 6" PAINTED WOOD BASE BY O.C. - FINISH WITH 3' -3" 88 7 . MI R 1 Ao A!',':!!'. 1 _EC:TI� )I�l THRLI HIFEERC)11 ( POLL �JC CP LLE A;ECT 1_!f i T P J Tt_�E'EPF O T (�1> 2 c- 'SHOW W I'!DOW e1 �i 6" n . o, d, � r I / rl A -4.3 SCALE: 1 " -1' -0" \ A -4.3 / SCALE: 1 " =1' -0" ici OLT EEEC IRE 1MTH FfEA1HING 1 \ SE A -5.1 1 SCALE: N.T.S. T RU TOR RONT SIGN Provide Signage package fo LL Approval tta 114TIt .11 (tEICAN C SILL •0.375" 69" , ' L'° TE: ACTS j} T1 TEi TOALL TA AT 41'1- ' .025,x. Paid- 1. 2 f�l IT r 4x4J j. 71 N) TYPICAL SALES AREA WALL - 5/8" DRYWALL. INDIVIDUAL METAL SLATWALL SLATS CO 3" O.C., FROM BASE TO 11 " -6" A.F.F., HUNG ON WALL & SCREWED TO STUDS SEE A -3.1 FOR SPEC. SUPPLIED BY SG. INSTALLED BY GC. 3/4" x 6" WOOD BASE. TYP. AROUND PERIMETER OF STORE. FINISH WITH P2 PAINT. -16 GA DEEP LEG TRACK W/0.145 0 x1" X -DNI HILTI SHOT PIN (ESR- 1663) CD 24" O.C. MAX. 6" AT EACH END, 2 MIN. PER TRACK •HILTI FASTENER X -U 536, 36 MM PREMOUNTED WASHER, ICC REPORT #ESR2388 SECTION THRU SLATWALL & BASE (\ A -5.1 / SCALE: 6 " =1' -0" NOTE: GC TO SCREW SLATWALL EVERY 1 2" INTO PLYWOOD wstI1eld Working Drawing Review ■ Approved Approved as Noted 0 Resubmit These drawings have been reviewed for general design intent only. All actual field conditions are required to be verified by the Tenants Architect and/or Contractor. Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings is reguired to be kept on the job site at all times. . 24t /17112 Signed Date -IN REF. TO REFLECTED CLG. PLAN LOAD BEARING PARTITION WITH DECK & PARTITION ABOVE WALL SECTION THRU TOILET ROOM 3 5/8" 20 GA. METAL TRACK GYP. BD. CEILING- REF. R.C.P. FOR HEIGHT LAY -IN CEILING- REF. R.C.P. FOR HEIGHT 3 5/8" 25 GA. METAL STUD 16" O.C. 5/8" F.R. GYP. BD. WITH FIRE RATED SEALANT AT DECK ABOVE AND BELOW 3/4" M.D.F. ON 80SJ18 MTL. JOISTS 16" O.C. ** SPRINKLER NOTE: SPRINKLER CONTRACTOR TO PROVIDE SPRINKLER COVERAGE ABOVE / BELOW STOR. DECK AS REQ D. BY LOCAL CODE. 3n" METAL STUDS, 20 GA. 16" 0.C. 3 5/8 "" METAL 'TRACK, 20 GA. WITH HILTI DX TYPE NK FASTENERS © 18" O.C. TYP. (PER ICBO EVALUATION REPORT #1290 TYP.) 5/8" F.R. GYP. BD. SCALE: 1'- " = 1' -0" -N LAY -IN CEILING ABOVE ** SPRINKLER NOTE: SPRINKLER CONTRACTOR TO PROVIDE SPRINKLER COVERAGE ABOVE / BELOW STOR. DECK AS REQ D. BY LOCAL CODE. 3/4" M.D.F. ON 80SJ18 MTL. JOISTS 16" O.C. 1/4"x4" FIRE RESISTANT WOOD EDGING, PAINT 3ii" METAL STUDS, 20 GA. ® 16" O.C. 3 5/8 "" METAL TRACK, 20 GA. WITH HILTI DX TYPE NK FASTENERS © 18" O.C. TYP. (PER ICBO EVALUATION REPORT #1290 TYP.) 5/8" F.R. GYP. BD. LOAD BEARING PARTITION WI rH DECK ABOVE i iINDIVIDUAL METAL SLATWALL !SLATS © 3" O.C., FROM h BASE TO 11"-6" A.F.F., HUNG ON WALL MOUNTED 1 HANGER STRIPS INSTALLED 1! © 16" O.C. SCREW SLATS TO EVERY OTHER STUD AND EVERY i1' VERTICALLY UP THE WALL. INTERIOR ELEVATIONS SHEET OFFSET SLAT ENDS FOR EACH ROW MSEE A -3.1 FOR SPEC. SUPPLIED BY SG. INSTALLED BY GC. ,! 1 1 EXPOSED DECK ABOVE. PAINT P -1 5/8" TYPE "X" GYP. BD. FROM FLOOR TO DECK ABOVE. SEE INTERIOR ELEVATIONS SHEET A -3.1 FOR PAINT SPEC. ALL BY G.C. (TYP.) 3 5/8 "x16 GA (3625125 -43) SSMA STEEL STUDS AT 16" 0.C. MAX ALL BY G.C. (TYP.) 5/8" TYPE "X" GYP. BD. FROM FLOOR TO DECK ABOVE. SEE INTERIOR ELEVATIONS SHEET A -3.1 FOR PAINT SPEC. ALL BY G.C. (TYP.) 11' -6" A.F.F. $_ SURFACE MOUNTED RACEWAY OR OUTLET STRIP TO PROVIDE POWER AT SELECT LOCATIONS. REFER TO INTERIOR ELEVATIONS SHEET A -3.1 & ELECTRICAL DWGS. FOR SPEC. SUPPLIED BY SPENCER, INSTALLED BY E.C. 1/2" F.R. PLYWOOD SHEATHING FROM FLOOR TO 11' -6" A.F.F. 1/4" DECK ABOVE (V.I ri II 2 A -5.1 EXISTING CONCRETE SLAB TO REMAIN WALL SECTION SALES AREA /STOCK SCALE: 1 1 /2 " =1' -0" NOTE: ALL METAL STUDS TO MEET METAL STUD MANUFACTURER'S ASSOCIATION SPECIFICATIONS, ICC ER 4943P r EXPOSED DECK ABOVE. PAINT P -1 EXISTING 5/8" TYPE "X" GYP. BD. FROM FLOOR TO DECK ABOVE. EXISTING 3 5/8" METAL STUD FRAMING BY L.L. 11' -6" A.F.F. 1/2" F.R. PLYWOOD SHEATHING FROM FLOOR TO 11' -6" A.F.F. 16' -8 1/4" DECK ABOVE (V.I.F.) INDIVIDUAL METAL SLATWALL SLATS © 3" O.C., FROM BASE TO 11 " -6" A.F.F., HUNG ON WALL MOUNTED HANGER STRIPS INSTALLED 16" O.C. SCREW SLATS TO EVERY OTHER STUD AND EVERY 1' VERTICALLY UP THE WALL. OFFSET SLAT ENDS EACH ROW. SEE INTERIOR ELEVATIONS SHEET A -3.1 FOR SPEC. ALL BY G.C. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 2 2012 City of Tukwila BUILDING DIVISION 2 A -5.1 • A A -5.1 SIM. G.C. TO SPRAY FIRE PROOFING ON DECK ABOVE IF REQUIRED BY LOCAL FIRE OFFICIAL RECEIVED JAN 26 2012 PERMIT CENTER EXISTING CONCRETE SLAB TO REMAIN WALL SECTION SALES AREA SCALE: 1 1/2"=V-0" bPo( 9 8507 J dJ H Co 0 2 r Ny It gx Mco0 0 —! u) g.E Zed L =5m a Z N3 °o 0 •a I-o- 0 CC e6=1, 0 we OZ•- < m 0 a1i ) 111= 0 of oo = O o W �v CC 0 =0 =te° via E Npo Ora a oc 0 V.0 3 Coordination: g N r4 W U co ~ o' N W A CHECKED BY DO NOT SCALE DRAWINGS CONTRACTORS ARE TO VERIFY ALL SITE DIMENSIONS AND CONDITIONS PRIOR TO WORK. SITE DIMENSIONS SUPERCEDE DRAWINGS. z O 5 R REVISED PER LL COMMENTS (cak) DATE N LOCATION w 0 z 0 U w a J Q ELECTRICAL FLOOR PLAN KEYED NOTES GENERAL NOTES O GRAY DUPLEX RECEPTACLE @ 1' -0" A.F.F. USE GRAY RECEPTACLE WITH METAL COVER PLATE. 20 CONTRACTOR TO INSTALL OR REUSE BELL AT 12' -O" A.F.F (IF NOT EXISTING). SEE SHEET FOR LOCATIONS. 0 PLUGMOLD: ONE ROW OF PLUGMOLD @ 11' -6" A.F.F TO BOTTOM. SEE SHEET A3.1 & A5.1 FOR DETAILS. DO NOT ATTACH PLUGMOLD TO SLATWALL. (TYP) K INSTALL GRAY DUPLEX RECEPTACLE IN OSP POST AT 48" A.F.F.. USE EXISTING KNOCKOUT FOR LOCATION. 0 DUPLEX RECEPTACLE AT 5' -0" A.F.F. USE GRAY RECEPTACLE WITH METAL COVER PLATE MOUNTED HORIZONTALLY - TYPICAL © INSTALL WIRELESS SENSOR TRANSMITTER OSERVICE DOOR PUSHBUTTON AT 60" A.F.F. (IF NOT EXISTING). WIRE TO BELLS IN SALES & STOCKROOM PER WIRING DIAGRAM THIS SHEET. O8 THERMOSTAT (SEE MECHANICAL DWGS) 0 TENANT G.C. SHALL FURNISH & INSTALL NEW LIGHT SWITCH. SWITCH SHALL BE BY "SENSOR SWITCH, INC. 900 NORTHROOP ROAD, WALLINGFORD, CT 06492. PHONE: 203 - 265 -2842. PASSIVE INFRARED SWITCH MODEL WSD -W (WHITE) 10 GFI DUPLEX RECEPTACLE AT 42" A.F.F. 1 1 24 HR. CALENDAR TYPE TIMECLOCK. 12 ELECTRICAL EQUIPMENT (SEE ELECTRICAL RISER DIAGRAM). 13 TOILET ROOM EXHAUST FAN SUPPLIED BY SPENCER'S, INSTALLED BY E.C. 14 DOUBLE DUPLEX (QUAD) RECEPTACLE MOUNTED AT 42" A.F.F. (PROVIDE NEW IF NOT EXISTING) 15 TRANSFORMER. SEE ELECTRICAL RISER DIAGRAM. 1 6 NEW PUSHBUTTON & BUZZER TO BE WIRED TO CASHWRAP. SEE WIRING DIAGRAM ON THIS SHEET. 17 DUPLEX RECEPTACLE AT 18" A.F.F. (PROVIDE NEW IF NOT EXISTING). 18 TELEPHONE JACK AT 18" A.F.F. E.C. TO INSTALL PHONE WIRE TO EACH PHONE LOCATION AND TO TELEPHONE SERVICE BOX. 19 DOUBLE DUPLEX (QUAD) RECEPTACLE MOUNTED AT 18" A.F.F. FOR T.V. & V.C.R. 20 REMOTE TEMPERATURE SENSOR MOUNTED ON OSP POST AT 8' -0" A.F.F. WIRE TO THERMOSTAT LOCATED IN CASHWRAP. O. WATER HEATER WITH LOCAL DISCONNECT. (SEE PLUMBING DRAWING FOR DETAILS) 22 DOUBLE DUPLEX (QUAD) RECEPTACLE MOUNTED AT 12 "± A.F.F. FOR GENERAL USE AT CASH WRAP (SEE DETAIL 1 & 2 @ SHEET E -4) 23 DEDICATED DUPLEX RECEPTACLE AT 12 "± A.F.F. FOR CASH REGISTER. NOTE: THE CIRCUITS USED TO POWER THE ELECTRONIC CASH REGISTERS SHALL NOT BE USED FOR ANY OTHER PURPOSE. CIRCUITS SHALL NOT SHARE NEUTRAL OR GROUND WITH OTHER EQUIPMENT. SEPARATE POWER, NEUTRAL, AND INSULATED GROUND WIRES, MINIMUM SIZE #12 AWG SHALL BE RUN TO THE CIRCUIT BREAKER PANEL BOARD WHERE GROUND WIRE SHALL BE TIED TO THE GROUND TERMINAL ISOLATED FROM NEUTRAL. DO NOT USE CONDUIT FOR GROUNDING AS THIS MAY NOT BE CONTINUOUS. CASH REGISTER CIRCUIT SHALL BE RUN IN SEPARATE CONDUIT. (SEE DETAIL 1 & 2 @ SHEET E -4). 24 RJ -11 TELEPHONE JACK AT 12 "t A.F.F. FOR LINE 1. RUN LINE 1 BACK TO D -MARC IN STOCKROOM. (SEE DETAIL 2 @ SHEET E -4) 25 NEW PUSHBUTTON & BUZZER AT CASH DESK WIRED TO BUZZER AT MANAGER'S DESK (SEE WIRING DIAGRAM @ THIS SHEET). VERIFY LOCATION OF PUSHBUTTON & BUZZER WITH TENANT PROJECT MANAGER PRIOR TO INSTALLATION. 26 RJ -11 TELEPHONE JACK AT 12 "± A.F.F. FOR LINE 1 (L1) RUN LINE 1 BACK TO D -MARC IN STOCKROOM. (SEE DETAIL 1 @ SHEET E -4) 27 RJ -11 TELEPHONE JACK AT 7 "t A.F.F. FOR LINE 2 (L2) RUN LINE 2 BACK TO D -MARC IN STOCKROOM. (SEE DETAIL 1 @ SHEET E -4) 28 RJ -45 DOUBLE PORT DATA JACK AT 12 "± A.F.F. FOR DATA LINES (El AND E2). (SEE DETAIL 1 @ SHEET E -4). RUN DATA LINES El AND E2 BACK TO RJ -45 JACK AT MANAGER'S DESK (DETAIL 3 @ SHEET E -4) 29 CASH REGISTER # 1 30 CASH REGISTER # 2. 31 DEDICATED DOUBLE DUPLEX (QUAD) RECEPTACLE WITH ISOLATED GROUND AT 7 "± A.F.F. (NO OTHER DEVICES ON THIS CIRCUIT, RUN IN SEPERATE CONDUIT). 32 DUPLEX RECEPTACLE RECESSED IN SOFFIT (FACE FLUSH WITH FIN. SOFFIT) FOR SECURITY MONITOR. VERIFY EXACT LOCATION IN SOFFIT WITH TENANT PROJECT MGR. 33 SAW CUT AS REQUIRED FOR ELECTRICAL CONDUIT UNDER SLAB. COORDINATE SAW CUTTING OF FLOOR SLAB WITH LANDLORD PRIOR TO COMMENCING WORK. NOTE: LOCATION SHOWN ON POWER PLAN IS SCHEMATIC. DETERMINE BEST LOCATION IN FIELD. 34 EC TO TUCK AND SECURE JESCO LED POWER CORD IN CORNER OF SPINNER THRU BASE AND INTO CASH WRAP AREA PLUG. FASTENERS PROVIED IN KIT. 35 GC /EC TO FURNISH & INSTALL DOUBLE GANG J -BOX FOR SOUND SYSTEM VOLUME CONTROL, AT MANAGERS DESK. VERIFY EXACT LOCATION AND VERIFY WITH SOUND SYSTEM INSTALLER. NOTE: DIMENSIONS A.F.F. ARE TO CENTERLINE OF DEVICE (RECEPTACLE, PHONE JACK, ETC. 1 ELECTRICAL WORK SHALL CONFORM TO N.E.C. STATE AND LOCAL JURISDICTIONAL ORDINANCES INCLUDING LANDLORD'S CONSTRUCTION GUIDELINES. 2 REGARDLESS OF THE EXISTING CIRCUITING, IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROPERLY BALANCE ALL BRANCH PHASES OF THE ELECTRICAL PANEL TO WITHIN 10% OF EACH OTHER. 3. MAXIMUM LOAD OF BRANCH CIRCUIT SHALL BE 75% OF RATED CAPACITY. 4. ALL LIGHTING FIXTURE WORK SHALL BE WIRED PER ARTICLE 410 N.E.C. 5 PROVIDE CIRCUIT BREAKER LOCK -ON FOR THE FOLLOWING IF THEY OCCUR: - -ROLL -DOWN GRILLE- EMERGENCY/ EXIT & NIGHT LIGHTS- STOREFRONT SIGN- CASH REGISTER- SECURITY AND TELEPHONE OUTLETS- TIME CLOCK- FIRE DETECTION SYSTEMS. 6 VERIFY EXISTING LIFE SAFETY SYSTEMS (FIRE/ SMOKE DETECTION) IS IN GOOD WORKING ORDER AND MAKE ALL NECESSARY REPAIRS AND /OR REPLACE AS REQUIRED. 7 ALL WIRING MUST BE IN E.M.T. OR RIGID CONDUIT. E.M.T. FLEXIBLE CONDUIT MAY ONLY BE USED FOR FINAL CONNECTIONS FROM OUTLET BOXES TO LIGHT FIXTURES, MOTORS, APPLIANCES, ETC., MAX. LENGTH 6 FEET, NO BX, ROMEX, ARMORED CABLE, ETC. ALLOWED. 8. SUPPORT WIRES FOR CEILING ITEMS MUST NOT BE CONNECTED TO ANY OF THE L.L. MECH, ELEC, PLUMBING OR FIRE PROTECTION PIPING OR EQUIPMENT. 9. E.C. TO RUN ALL CONDUIT AT DECK HEIGHT AND DROP DOWN FEEDS AS REQUIRED TO FIXTURES. 10. E.C. TO RUN CAT5E CABLE FROM THE "D -MARC" TO THE PHONE JACKS AT THE CASH & WRAP. 11. E.C. IS RESPONSIBLE FOR CODE COMPLIANCE. ENSURE ALL ELECTRICAL IS IN COMPLIANCE WITH ELECTRICAL CODE. BRING ALL ELECTRIC UP TO CODE AS REQUIRED. 12. SEE SHEET E3 FOR ELECTRICAL PANEL SCHEDULE, FIXTURE & SYMBOL SCHEDULE AND DETAILS, ETC. 13. G.C. IS RESPONSIBLE FOR SUPPLYING AND INSTALLING ALL SMOKE DETECTION SYSTEMS TO MEET MALL CRITERIA AND LOCAL CODE. CONTRACTOR TO COORDINATE ALL INSTALLATION OF MALL SYSTEMS WITH MALL REPRESENTATIVES. 14. DEMOLITION: REMOVE ALL EXISTING ELECTRICAL EQUIPMENT, FIXTURES, SYSTEMS, CONDUIT AND WIRE, ETC., NOT BEING USED. DO NOT JUST ABANDON. 15. COORDINATE FIXTURE JUNCTION BOX REQUIREMENTS W/ FIXTURE VENDOR. 16. FOR EXACT LOCATION OF MECHANICAL EQUIPMENT REFER TO MECHANICAL DRAWINGS. 17. USE #10 AWG -CU WIRING FOR (120V.) CIRCUIT HOMERUNS EXCEEDING 100FT. OF ACTUAL LENGTH. ELECTRICAL CONTRACTOR SHALL INCREASE THE WIRE SIZE TO SUIT NECESSARY VOLTAGE DROP. VERIFY IN FIELD. 18. REFER TO EQUIPMENT INSTALLATION MANUALS FOR ADDITIONAL DETAILS 19. ALL CABLE TO BE 18 AWG, 2 CONDUCTOR UNLESS OTHERWISE SPECIFIED 20. INSTALL SURFACE MOUNT DS -100 SPEAKERS TO DETAIL INSTALL SPEAKERS AT 13' AFF 21. EQUIPMENT SHOULD BE INSTALLED ON SHELF PROVIDED BY GC /EC ABOVE THE MANAGER'S DESK 22. INSTALL VOLUMN CONTROL NEAR THE MANAGER'S DESK IN AN EASY ACCESSIBLE LOCATION 23. GC /EC RESPONSIBLE FOR PROVIDING A DOUBLE GANG J -BOX FOR VOLUME CONTROL 24. ADJUST BASS AND TREBLE ON FRONT OF AMP 25. INSTALL RACK EARS AND SECURITY COVER 26. GC /EC RESPONSIBLE FOR PROVIDING A DOUBLE GANG J -BOX FOR VOLUME CONTROL. BUZZER and BELL SYSTEM SCALE: NONE POWER INDICATOR FRONT FUNCTION: ZONE INDICATOR 1 ZONE INDICATOR 2 ZONE INDICATOR 3 SWITCH 1 SWITCH 2 POWER SWITCH ADAPTER JACK MOUNTING HOLE CONNECTION TERMINAL COVER POWER SWITCH OUTPUT CONNECTION ADAPTER JACK TERMINAL SWITCH 1 ACTIVATING "LEARN MODE" AND "OUTPUT DURATION MODE SWITCH 2 jACTIVATING "VOLUME ADJUSTMENT I MODE" AND MAKING SELECTION TO P FRONT AC ADAPTOR MOUNTING SCREW NOTES: 1. MOUNTING ON A WALL: USE THE MOUNTING SCREW ON A WALL. LEAVE SOME LENGTH OF THE SCREW OUT FOR THE MOUNTING HOLE OF THE RC -10U. 2. DESK TOP: PULL OUT THE STAND ON THE BACK OF THE RC -10U AND PLACE IT ON ANY FLAT SURFACE. 3. COORDINATE LOATION WITH PROJECGT MANAGER ON SITE. SIDE BACK NOTES: 1. SEE MANUFACTURERS INSTRUCTIONS FOR INSTALLAION. 2. COORDINATE LOCATION WITH PROJECT MANAGER ON SITE. WIRELESS SENSOR SYSTEM SCHEMATIC SCALE: NONE NOTE ELECTRICAL CONTRACTOR SHALL VISIT SITE AND VERIFY EXISTING CONDITIONS. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL ELECTRICAL DEVICES (LIGHT FIXTURES, RECEPTACLES, SWITCHES, ETC.) AND EQUIPMENT INCLUDING CONDUIT & WIRING BACK TO PANEL, THAT IS NOT BEING REUSED. NOTHING SHALL BE ABANDONED IN PLACE. SYMBOL LEGEND cb 0 y 0 8- DUPLEX RECEPTACLE DUPLEX ISOLATED GROUND QUADPLEX RECEPTACLE TELEPHONE OUTLET DATA OUTLET JUNCTION BOX DOORBELL PUSHBUTTON DOORBELL KVA T/C N.L. VIA T/C DISCONNECT SWITCH TRANSFORMER 24HR 7 DAY -TIME CLOCK WALL SWITCH NIGHT LIGHT TIMECLOCK CONTROLED CIRCUIT BUZZER & PUSHBUTTON THE FIRE PARTITION WALLS SEPARATING TENANTS SHALL BE ONE -HOUR FIRE - RESISTIVE CONSTRUCTION EXTENDING FROM THE FLOOR TO THE CEILING. PLEASE NOTE THAT OPENINGS IN RATED WALL ASSEMBLIES ARE LIMITED IN ACCORDANCE WITH IBC SECTIONS 712, 713, AND 715. STEEL ELECTRICAL OUTLET BOXES THAT DO NOT EXCEED 16 SQUARE INCHES IN AREA ARE PERMITTED, PROVIDED THAT THE AREA OF SUCH OPENINGS DOES NOT EXCEED 100 SQUARE FEET OF WALL AREA. OUTLET BOXES ON OPPOSITE SIDES OF RATED WALL ASSEMBLIES SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24 INCHES. APPROVED LISTED NON- METALLIC OUTLET BOXES MAY BE USED AS NOTED IN EXCEPTION 2 OF SECTION 712.3.2. PHONE /DATA CABLE INSTRUCTIONS AT REGIS'1'NlL # 1 (i(register towards rear of store): 1. Electrician to install TWO CAT- -5 Data cable drops fromRegis ter #1 location to the wall in the stockroom@ 18" AFF near the manager`s desk Install one Double Port RJ-45 Ethernet wall - faceplate with jacks at each end. Mark faceplate ports E-1 and E-2 at both ends. 2. Install & wire one RJ -11 telephone jack marked Line 1 and one RJ -11 telephone jack marked line 2. Wire each to D -mark location in stockroom Leave a 10' whip at the end near the D-n rk (or electrical panel if D -mark is not yet installed) 3. Electrician to install. ONE CAT -5 Data cable fxomRegister #1 to register #2 in conduit Leave a 6'0" whip at each end. Terminate to a RJ-45 male plug on both ends. Install and leave a pull string in this conduit as well. 3. Electrician nest test and verify continuity at the Data Cable ends. 4. Install additional 1" empty conduit with pull string stubbed up frombelow Register #1 to below Register #2 AT REGISTER # 2 (register towards front of store): 1. Install and wire one 1J-11 telephone jack Mark it Line 1. AT MANAGERS DESK IN STOCKROOM 1. Install and wire one RJ -11 telephone jack @ 18 inches AFF. Mark it Line 1. IN STOCKROOM NEAR ELECTRICAL PANEL: 1. Install and wire (1) RJ31X telephone jack near spare receptacle at electrical panel. Mark it line 1 JASCO LED POWER CORD FOR LED LIGHTS CL ALL ELEC./ DATA BOXES TO BE LOCATED AT BOTTOM OF CABINET JUST ABOVE BASE (TYP) CASHWRAP SCHEMATIC ELEVATION SCALE: NONE 8' -2" PLUGMOLD AT 11' -6" A.F.F. 9' -10" PLUGMOLD AT 11' -6" A.F.F. 4' -0" 8' -0" 8' -0" 8' -0" 8' -0" 8' -0" 1� POWER PLAN SCALE: 1/4" = 1' -0" 4b 11! 25 r•• 1 711 II PTO TELCO BOARD L -21 7 •••• = _v FL /7i sqv L Q40 L -25 `L -23 1I H- 7,9,11 1 VAV -1 (EXISTING) L____J L -5 " - PLUGMOLD Mb J L -35 L -31 NOTE INSTALL A COMPLETE TYPEWRITTEN IDENTIFICATION DIRECTORY CARD FOR ALL MAIN AND BRANCH CIRCUITS IN THE PANEL DOOR (ELECTRICAL PANEL BOX). L -33 24' -0" - PLUGMOLD AT 11' -6" A.F.F. Working Drawing .Review ,Approved Approved as Noted ❑ Resubmit These drawings have been reviewed for general design intent .only. All actual field conditions are required to be verified by the Tenant's Architect and/or Contractor: Tenant is :responsible for complying with all government regulations. One. (1). copy 'of this landlord stamped set of drawings is re ui.red to, be kept ori.the job sit e. at ail times.. 01/17/12 Signed RECEIVED JAN 26 2012 PERMITCENTER Date Qgi Q) Coordination: g N ra W U w ~ v\ N ti W al CHECKED BY DO NOT SCALE DRAWINGS J Z Z a0o Z j O 2 1 w w Q z Q Z Y °oo IJZ3'w u, ° p_ A oceu Z w O i o1a� U17)av� rn 0 w ✓� 5 R W H A C W O W Q 00 C.) W ,OUQO c"(.. 5 OS 1-u LI v ZrzQv Wtn�QQ W x 0 H 0 U co 1 IN/ / SEPARATE D PERMIT RO pED LIGHT FIXTURE SCHEDULE LAMP SCHEDULE QTY SYMBOL TYPE MANUFACTURER CATALOG NO. DESCRIPTION REF NOTES VOLTS REC SUR PEN WAL LAMP/ WATTS/ FIXTURE MANUFACTURER/ FIXT LAMP WATTS • CATALOG NO. 46 A CON TEC CTL- 5038-S COLOR /PCS THEATRICAL STYLE FIXTURE 12" SQUARE HOOD. 120 X 1 23 44 TC P PF3823 0 Al CON -TEC CTL- 5038 -S COLOR /CM4 THEATRICAL STYLE FIXTURE 12" SQUARE HOOD. CLG. MTG. 120 X 23 44 TC P PF3823 C JESCO 36" LED S401 -36/30 LED LAMP STOREFRONT SIGN ILLUMINATION 120 X 1.6 9.5 9.5 4 D MOSPEN SP -67 3" JELLY JAR W /GUARD & RED COLORED GLOBE 1,2 120 X 13 17 TBD CF13 /DS /830 3 D -Y MOSPEN SP -68 3" JELLY JAR W /GUARD & YELLOW COLORED GLOBE 1,2 120 X 13 17 TBD CF13 /DS /830 4 F MERCURY MM1320CTELB/ MMR140D2 4' NARROW FLUOR STRIP 1,2,3,4 120 X 32 32 TBD F032/835 F1 MERCURY MM1250CTELB/ MMR140D2 3' NARROW FLUOR STRIP 1,2,3,4 120 X 32 32 TBD F032/835 4 F4 MERCURY ME62320CTELB120V 4' FLUOR STRIP 1,2,3,4 120 X 2 32 62 TBD F032/730 G NUTONE MODEL 763RLN COMBINATION LIGHT AND EXHAUST FAN 120 X 1 100 3 EX miSmi EX ISI EXCSPRUWW UNIVERSAL MOUNT L.E.D. EXIT WITH INTERNAL BATTERY 120 X 3 L.E.D. 8 EM' EM1 ISI UNIVERSAL MOUNT EMERGENCY W/ CALCIUM BATTERY 1,2 120 X X 2 15 INCLUDED 4 H CON -TEC CTF56 56" INDUSTRIAL CEILING FAN 1,2,4 120 J CON -TECH RL38 (KIT) CTR3802 -B -BLK (TRIM) RECESSED FIXTURE 120 X 150W PAR38 1. FIXTURES AND LAMPS SUPPLIED BY TENANT AND INSTALLED BY ELECTRICAL CONTRACTOR UNLESS OTHERWISE NOTED. 2. EQUIP NEW FLUORESCENT LIGHT FIXTURES WITH ELECTRONIC BALLASTS. 3. FIXTURES SHOWN WITH "NL" ARE TO BE NIGHT LIGHTS WITH EMERGENCY BATTERY BALLAST. 4. FIXTURES USED FOR EXIT, EMERGENCY, OR NIGHT LIGHTING TO BE ON LOCKOUT CIRCUIT. 5. GENERAL CONTRACTOR SHALL CLEAN AND RELAMP EXISTING FIXTURES TO REMAIN TO LIKE -NEW CONDITION. FIELD VERIFY LAMP TYPE. BOSE SP -A KER EEGE \D BOSE TO SUPPLY AND INSTALL 1 WOOFER FOR EVERY 4 MIDRANGE SPEAKERS. FINAL LOCATION DETERMINED BY BOSE INSTALLER. SPEAKERS ARE WIRED TO AMPLIFIER IN STOCK ROOM SPEAKER - SUPPLIED BY BOSE ALL SOUND SYSTEM AND SOUND SYSTEM WIRING. INSTALLED BY BOSE, @ 12' -0" A.F.F. ij SPEAKER - WOOFER SOUND SYSTEMS & WIRING SUPPLIED AND INSTALLED BY BOSE. TYP. LIGHTING NOTES: • TYPICAL INDICATION FOR THE QUADRAPLEX OUTLET POSITIONED AT 12' -O'A. F. F. AS REQUIRED FOR PLUGGING IN OF THE "A" LIGHT FIXTURES. E.C. TO SUPPLY & INSTALL 1 1/2" DIA OGALVANIZED PIPE, ALL - THREAD PIPE CLAMPS & UNISTRUT AS REQUIRED. MOUNT PIPE 17-0" AFF. TYPICAL. NOTE: ALL DIMENSIONS SHALL BE FIELD VERIFIED. THIS SHEET FOR WIRING AND CIRCUITING ONLY. FOR LOCATION OF LIGHTS, CEILING TYPES, HEIGHTS, AND MISC. CEILING ITEMS & FEATURES, REFER TO REFLECTED CEILING PLAN. ALL RECEPTACLES, LIGHT SWITCHES AND THERMOSTATS SHALL BE MOUNTED PER ICC /ANSI A117.1,2003, SECTION 308. IN GENERAL OUTLETS SHALL BE AT 15" (MIN.) AND 48" (MAX.). LIGHTING PLA\ GENERAL ,OYES: A. ALL DIFFUSERS, EMERGENCY UNIT BASE PLATES, RECEPTACLES, ACCESS PANELS, AND COVERPLATES TO BE PAINTED TO MATCH ADJACENT CEILING, SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR LOCATIONS. B. EXIT SIGNS MUST BE INTERNALLY ILLUMINATED. C. CROSS REFERENCE TO BOTH SHEETS A -2.1 AND E -1.1 FOR LIGHTING FIXTURE INFO, SPECIFICATIONS & PLACEMENT. D. G.C. SHALL PAINT ALL VISUALLY EXPOSED STRUCTURAL, DUCTWORK, PIPING ETC. AS PER PLAN UNLESS CURRENT APPLICABLE CODES DICTATE OTHERWISE E. REFER TO SPRINKLER DRAWINGS FOR SPRINKLER INFORMATION IN ALL AREAS. TYPICAL LIGHTING PLAN KEYED NOTES: 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 NO CEILING - OPEN TO DECK ABOVE. EXIT SIGNS MUST BE INTERNALLY ILLUMINATED. (TYP.) 1 1/2" DIA. GALVANIZED PIPE MOUNTED AT 12' -0" A.F.F. REFER TO DETAIL 1/A2.1 FOR ATTACHMENT INFO. 4' FLUORESCENT LIGHT FIXTURES MOUNTED AT SAME BOTTOM ELEVATION AS YELLOW BEAM ON THE OVERHEAD DISPLAY FIXTURE QUADRUPLEX OUTLETS FOR PLUG -IN LIGHT FIXTURES SUPPLIED & INSTALLED BY E.C. SUPPORT RECEPTACLES WITH "CADDY PIPE CLAMPS. 12' -0" OC. TYPICAL SPACING QUADRUPLEX OUTLETS SUPPLIED & INSTALLED BY E.C. INSTALLED TO UNDERSIDE OF OVERHEAD STORAGE FIXTURE QUADRUPLEX OUTLETS SUPPLIED & INSTALLED BY E.C. MOUNTED IN CEILING. E.C. TO INSTALL J -BOXES MOUNTED FROM STRUCTURE ABOVE FOR CEILING FANS. FANS (SUPPLIED BY SPENCER'S) SHALL BE INSTALLED BY G.C. WITH BOTTOM OF FAN AT 13' -6" A.F.F. E.C. SHALL COORDINATE LOCATION OF J -BOXES WITH TENANT PROJECT MANAGER AND G.C. PRIOR TO INSTALLATION. EMERGENCY LIGHTS MOUNTED AT 12' -0" A.F.F. DUPLEX OUTLET ATTACHED TO CONDUIT FOR REMOTE CCTV CAMERA 12' -0" A.F.F. SUPPLIED AND INSTALLED BY E.C. RECESSED LIGHTING IN STOREFRONT SOFFIT DUPLEX OUTLET FLUSH MOUNTED IN FACE OF SOFFIT 6" ABOVE BOTTOM OF SOFFIT, FOR CCTV CAMERA MONITOR SUPPLIED AND INSTALLED BY E.C. LED LAMP IN LIGHT BAR. SEE DETAIL 1/A5.1. GALV. PIPE @ 10'- O "A.F.F., 3" BELOW EXISTING CEILING JUNCTION BOX FOR LIGHT BAR LIGHT TO BE LOCATED INSIDE STOREFRONT CONSTRUCTION. E.C. TO INSTALL LIGHT ON 24 HOUR 7 DAY TIME CLOCK. PROVIDE LOCAL DISCONNECT PER N.E.C. 3' FLUORESCENT LIGHT FIXTURES MOUNTED AT SAME BOTTOM ELEVATION AS YELLOW BEAM ON THE OVERHEAD DISPLAY FIXTURE 1 1/2" DIA. GALVANIZED PIPE MOUNTED AT UNDER STOREFRONT SOFFIT. REFER TO DETAIL 1/A2.1 FOR ATTACHMENT INFO. GENERAL NOTES: 1. G.C. TO SUPPLY & INSTALL A FULL FIRE ALARM SYSTEM INCLUDING STROBES & HORN & SMOKE DETECTORS AS PER MALL & LOCAL CODES. REUSE EXISTING IF POSSIBLE. 2. SPRINKLER HEADS FULLY RECESSED 8c CAPPED TO MATCH CEILING FINISH. 3. G.C. TO VERIFY EXACT LOCATION OF EXISTING HVAC SYSTEM (VAV, DUCTWORK, ETC), SPRINKLER MAIN, SPRINKLER LINES, MALL SYSTEMS TO ENSURE PROPER CLEARANCE OF NEW LIGHTING LAYOUT. 4. USE #10 AWG-CU WIRING FOR (120V.) CIRCUIT HOMERUNS EXCEEDING 100FT. OF ACTUAL LENGTH. ELECTRICAL CONTRACTOR SHALL INCREASETHE WIRE SIZE TO SUIT NECESSARY VOLTAGE DROP. VERIFY IN FIELD. 5. LAMP LOAD ON TRACK SHALL NOT EXCEED RATING OF TRACK PERN.E.C. 6. PRIOR TO BID CONTRACTOR SHALL OBTAIN A COPY OF THE MALL "STORE DESIGN AND CONSTRUCTION MANUAL"FROM MALL AND SHALL ADHERE TO APPLICABLE' SECTIONS. 7. SPRINKLER PLANS AND SPEC'S TO BE SUBMITTED BY SPRINKLER CONTRACTOR. 8. SPRINKLER CONTRACTOR TO SUBMIT PLANS TO BUILDING DEPARTMENT AND OBTAIN PERMIT. 9. SPRINKLER PIPES ARE NOT TO INTERFERE WITH LOCATION OR INSTALLATION OF DROP DOWN PANEL UNDER EQUIPTO DISPLAY FIXTURE 10. INSTALL SPRINKLERS ON UNDERSIDE OF PLATFORM UNIT WITH PROTECTIVE BASKETS TYPICAL. 11. ALL WIRING MUST BE IN RIDGE CONDUIT 12. DO NOT ABANDON ANY UTILITIES OR MATERIALS WITHIN LEASE SPACE, REMOVE BACK TO SOURCE. 13. SUPPORT WIRES FOR CEILING ITEMS MUST NOT BE CONNECTED TO ANY OF L.L. MECH, ELEC, PLUMBING OR FIRE PROTECTION PIPING OR EQUIPMENT. ELECTRICAL GENERAL NOTES: ELECTRICAL CONTRACTOR SHALL VISIT SITE AND VERIFY EXISTING CONDITIONS. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL ELECTRICAL DEVICES (LIGHT FIXTURES, RECEPTACLES, SWITCHES, ETC.) AND EQUIPMENT INCLUDING CONDUIT 8c WIRING BACK TO PANEL, THAT IS NOT BEING REUSED. NOTHING SHALL BE ABANDONED IN PLACE. LC. TO SUPPLY & INSTALL UNISTRUT HTHR050 SECURE TO STRUCTURE ABOVE AS REQUIRED E.C. TO SUPPLY & INSTALL 1/2" ALL THREADED IA// PIPE HANGERS SUGGESTED BY TRACK MANUF.) PIPE HANGERS 1 1/2" DIA. PIPE E.C. TO SUPPLY 8c INSTALL LIGHT SUPPORT DETAIL SCALE: NONE Working Drawing Review Approved ApprOved as Noted 0 Resubmit These drawings have been reviewed for geriwal :dosign intent only. Ail aCtuel field CoriditiOps ere required tO be verified: by the Tenant's:Architect and/or Contractor, Tenant is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings is re uired to be kept on the job site at all fillies. 01/17/12 Signed Date -0" 65' -l" 11/2" DIA. GALV. PIPE AT 12' -0" A.F.F. 11 I L -30 11 17 12 yi I IP; EMS II �L -24 I I 9 X10 TYPi — 1 ,'� o � �L -24 0" • 17 7 L -2 A -A E3 e A L-4 w 4- e 4 L -24 N/ \I\ A r A a. cep 6 A r 4 r A A GA f EMLF-24 a 4 16 1110' 2 N/L L=24 r �r-'I6 0 E 0 1 d\V L -18 Eli rt I N/L L -24 w s1El3 A 5' -0" TYP I I EM !WA X0!-0" L -24 A -FE 1 1 U 1 , 1 Jr- / " eAL V PIPE I I r 1 Imo_ 1 \ 1 1 1 1 ME - -- 'A --4 1 10 "9 -I - A \ ; A , \/A _--IN►r L -10 L-24 Nil i A Ell 11 0 H E L • --- -. -4-_ 2' -6" 10 w A r 0 le EB A e r D A CIF EH s 1 W REI IA A 1.- 111 1 � A -- - -7 r D-Y 1 0 - -4-- 0 I r' I I I i I --4------I------r-------4---- I I I w 31 TYP E A =iE:l D-Y A 31'-p- GALV. PIPE 4 f 10 w A 6 A Ewa gg - 0 D 1 A 6 cN EM s Li3 a �i '4111 L-6 A I I EM1LL24 w eel 0 ov e 4 L- 6 w E -w 12 Ell 11 11 Ea 1I A 4 I 1 I 24 L-24 L-24 28 10 14 I FY L-24 EM F4 L-24 EM L-24 L-22 NL F4 L-24 EM F4 L-24 L-24 F4 63' -104" 1%2" DIA. GALV. PIPE AT 12' -0" A.F.F. 3' -0" LIGHTING PLAN 1/4" =' -0" SEPARA 0 mr RECEIVED JAN 26 2012 PERMITCENTER ci co AI c CACO fokc ▪ awd ozi gig wv re • 0 as 8 a. o • o So- o to ii :! CC >i IU 0 it 1, 17 cii Coordination: cD cb co g No, ra ra q W ~ N 14 W 4C CHECKED BY DO NOT SCALE DRAWINGS o OLEm OD Lu 0c 00 OC 43 LILJ 01 LL.J Co 10 QL 4.1 OD LLJ OD ca -LFCTR CAL \ OTPS 8c SP1- C L CAT 0\S GENERAL NO TES (As APPLICABLE) 1. COMPLETE SYSTEMS: PROVIDE LABOR, MATERIALS, WQUIPMENT AND TRANSPORTATION TO RECEIVE, INSTALL, ADJUST AND PUT INTO OPERATION COMPLETE ELECTRICAL SYSTEMS IN ACCORDANCE WITH THE INTENT OF THE CONTRACT DOCUMENTS. PROVIDE PRODUCTS NOT MENTIONED BUT OBVIOUSLY NECESSARY AND INCIDENTAL TO THE COMPLETION OF THIS WORK. 2. SCOPE: WORK SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING, MECHANICAL WORK AS REQUIRED FOR COORDINATION, POWER DISTRIBUTION, FIRE ALARM SYSTEMS AND INSTALLATION OF MATERIALS. 3. UTILITIES: COORDINATE WITH ALL UTILITY SERVICES. NOTIFY UTILITIES OF COMMENCEMENT OF WORK. MAKE ALL ARRANGEMENTS FOR TEMPORARY SERVICES PROVIDE ALL WORK AND MATERIALS NECESSARY TO COMPLY WITH ALL UTILITY REGULATIONS AND REQUIREMENTS 4. PERMITS: OBTAIN ALL NECESSARY PERMITS TO BEGIN AND CONTINUE WITH WORK. PAY AL ASSOCIATED FEES FOR PERMITS AND OTHER MUNICIPAL AND GOVERNING REQUIREMENTS 5. EXPERIENCE: ALL WORK SHALL BE PERFORMED BY QUALIFIED ELECTRICIANS, UNDER THE SUPERVISION AND DIRECTION OF A SUPERINTENDENT HAVING SUCCESSFUL EXPERIENCE INSTALLING AND SUPERVISING EQUIPMENT AND SYSTEMS OF SIMILIAR TYPE AND SIZE AS INDICATED BY CONTRACT DOCUMENTS. 6. REGULATIONS. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH CURRENT RULES, REGULATIONS AND INDUSTRY STANDARDS OF THE N.E.C., U.L., IPCEA, NEMA, NFPA, OSHA, NATIONAL ELECTRIC SAFETY CODE AND ANY LOCAL CODES, LAWS, ADA, OR ORDINANCES. IN THE EVENT THAT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE ENGINEER SHALL BE NOTIFIED IMMEDIA TEL Y. 7. COSTS AND CONDITIONS: EXAMINE AND BECOME FAMILIAR WITH ALL CONTRACT DOCUMENTS IN THEIR ENTIRETY. SURVEY THE PROJECT AND BECOME FAMILIAR WITH EXISTING CONDITIONS AND SCOPE OF WORK. ALL COSTS SUBMITTED SHALL BE BASED ON A THOROUGH KNOWLEDGE OF ALL WORK AND MATERIALS REQUIRRED. ANY ADDITIONAL COSTS DUE TO FAILURE TO COMPLY WITH THIS REQUIREMENT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 8. SPECIFICATIONS.: BECOME FAMILIAR WITH ALL SPECIFICATIONS, DESIGN CRITERIA, AND EQUIPMENT REQUIREMENTS PRIOR TO ANY EQUIPMENT PURCHASE OR INSTALLATION. REFERENCE SPECIFICATION FOR DEVICES, MATERIALS, AND WORKMANSHIP REQUIREMENTS. ADDITIONAL REQUIREMENTS ARE GIVEN IN THESE NOTES AND THE DRAWINGS THERE SHALL BE NO DEVIATION FROM SPECIFICATIONS WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. 9. COORDINATION: COORDINATE WORK WI TH ALL 0 THER TRADES. GIVE SPECIAL CONSIDERATION TO COORDINATE INSTALLATION OF LIGHTING, SPRINKLER PIPING AND DUCTWORK. COORDINATE WALL OUTLET LOCATIONS WITH MILLWORK. COORDINATE WALL SWITCHES WITH DOOR SWINGS. VERIFY EXACT LOCATION, COLOR, AND FINISH OF OUTLETS AND DEVICES WITH INTERIOR DESIGNER, ARCHITECT OR DESIGNATED TENANT REPRESENTA TI TVE PRIOR TO INSTALLATION. 10. PRODUCTS: ALL PRODUCTS SHALL BE NEW, SPECIFICATION GRADE. PRODUCTS' OF A SIMILAR NATURE SHALL BE OF THE SAME TYPE AND MANUFACTURER. PROVIDE THE STANDARD PRODUCTS OF MANUFACTURERS REGULARY ENGAGED IN THE PRODUCTION OF SPECIFIED PRODUCTS, UNLESS OTHERWISE REQUIRED BY DRAWINGS ALL PRODUCTS SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH NA TIONALL Y RECOGNIZED AND ACCEPTED STANDARDS AND PROCEDURES. 11. COMPATIBILITY.• ALL NEW ELECTRICAL DISTRIBUTION EQUIPMENT SHALL MATCH AND BE COMPATIBLE WITH EXISTING EQUIPMENT, BY MANUFACTURER, TYPE, APPLICATION AND SHORT CIRCUIT RATING. 12. IDENTIFICATION.: ALL ELECTRICAL DISTRIBUTION EQUIPMENT, TRANSFORMERS, PANEL BOARDS AND OTHER ENCLOSED EQUIPMENT SHALL BE IDENTIFIED AS INDICATED IN THE CONTRACT DOCUMENTS, SAID IDENTIFICATION SHALL CONSIST OF PERMANENTLY ATTACHED ENGRAVED LAMINATED PLASTIC NAMEPLATES. EACH BRANCH CIRCUIT OVERCURRENT PROTECTION DEVICE SHALL BE IDENTIFIED BY CIRCUIT NUMBER AND SCHEDULED INSIDE PANEL DOOR. EACH BRANCH CIRCUIT SPLICE 01? TERMINATION SHALL BE IDENTIFIED BY PANEL AND CIRCUIT DESIGNATION SHOWN ON THE JUNCTION 01? OUTLET BOX, OR UPON INDIVIDUAL WIRES IN CASES WHERE MORE THAN ONE OF EACH PHASE CONDUCTOR OCCUR. 13. WIRING.: ALL CONDUCTORS CARRYING GREATER THAN 50 VOLTS SHALL BE MINIMUM /12 AWG, SOLID, CU SOFT DRAWN OF 98% CONDUCTIVITY, UNLESS NOTED OTHERWISE INSULATION: PROVIDE TYPE THW, THWN, THHN, OR XHHW TYPE INSULATIONS COORDINATE INSULATION TYPES WITH CONDITIONS, N.E.0 REQUIREMENTS AND CONDUIT FILL REQUIREMENTS. ALL WRING SIZES ARE BASED ON 60 OR 75 DEG. C INSULATION, ACCORDING TO CURRENT RATING, REGARDLESS OF ACTUAL INSULATION USED. TYPE "AC" OR "MC" CABLE IS ACCEPTABLE ONLY WITH TYPE THHN INSULATION. HOME RUNS: PROVIDE MINIMUM /10 AWG WIRING ON ALL HOMERUNS GREATER THAN 100 FEET COLORS: PHASES: 208V WYE 240V DELTA 480V A B C BLACK RED BLUE BLACK ORANGE (HIGH LEG) BLUE BROWN ORANAGE YELLOW NEUTRAL WHITE WHITE WHITE w /TRACER GROUND GREEN GREEN GREEN 14. GROUNDING: ALL CICUITS SHALL BE RUN WITH /12 AWG INSULATED GREEN COPPER GROUND WIRE, UNLESS OTHERWISE NOTEDD. USE OF CONDUIT AS A GROUND IS UNACCEPTABLE. AT SERVICE.: PROVIDE BONDING JUMPER BETWEEN GROUND BUS AND NEUTRAL BUS. PROVIDE GROUNDING ELECTRODE CONDUCTORS AND GROUNDING ELECTRODES PER NEC. 15. CONDUIT. ALL WIRING SHALL BE IN CONDUIT, MINIMUM 1/2" (E.M. T IS ACCEPTABLE WITH COMPRESSION FITTINGS ONLY). FLEXIBLE METAL CONDUIT IS ACCEPTABLE ONLY WITH SEPARATE INSULATED GROUND WIRE, AND ONLY FOR SWITCH DROPS 01? LIGHTING FIXTURE WHIPS, ENT ALUMINUM CONDUIT, NM ('ROMEX'), NM AND SNM ARE NOT ACCEPTABLE. RIGID CONDUIT: CONDUIT OVER 2" IN DIAMETER, OR EXPOSED TO WEATHER, OR EXPOSED TO P0TENTIL DAMAGE, OR USED FOR SERVICE ENTRANCE SHALL BE GALVANIZED RIGIG STEEL TYPE. PVC CONDUIT: PVC CONDUIT, MINIMUM SCHEDULE 40, IS ACCEPTABLE ONLY FOR USE BELOW GRADE, AND ONLY WHEN INSTALLED WITH WIDE RADIUS RIGID STEEL TURNS. ROUTING: CONDUIT ROUTING SHOWN IS SYMBOLIC AND DIAGRAMMATIC. INSTALL CONDUIT TO FIT ACTUAL FIELD CONDITIONS. BELOW GRADE: COVER METALLIC CONDUIT BELOW GRADE WITH ASPHALTUM OR BITUMASTIC TAPE. SEAL JOINTS AGAINST WATER. 16. CONDUIT FITTINGS: ALL FITTINGS SHALL BE COMPRESSION OR THREADED TYPE. USE OF SET SCREW FITTINGS IS NOT ACCEPTABLE. 17 CIRCUIT BREAKERS. ALL BRANCH CIRCUIT OVERCURRENT PROTECTION DEVICES SHALL BE 20 AMPERE INVERSE TIME TYPE CIRCUIT BREAKERS UNLESS NOTED OTHERWISE. 120/240 VOLT CIRCUIT BREAKERS SHALL BE RATED AT 10, 000 A/C MINIMUM, MULTI -POLE BREAKERS SHALL BE INTEGRAL UNITS USE OF HANDLE TIES IS NOT ACCEPTABLE. 18. FUSES: ALL FUSES 600 AMPERES OR LESS SHALL BE U.L. LISTED CLASS RK1 OR J, LOW -PEAK, DUAL ELEMAENT TIME DELAY, 600 VOLT. ACCEPTABLE MANUFACTURERS. BUSSMAN, GOULD SHAWMUT. 19. PENETRATIONS: ALL PENETRATIONS THROUGH FIRE-RATED SLABS AND PARTITIONS SHALL BE FIRE PROOFED TO THE SAME OR GREATER RATING THAN THAT OF THE SLAB OR PARTITION. WHERE CONFLICTS OCCUR, NOTIFY ARCHITECT OR INTERIOR DESIGNER. 20. AL TERNA TES & SUBSTITUTIONS: SUBMIT FOR APPROVAL AL TERNA TES OF ALL ITEMS SPECIFIED ON THESE DRAWINGS THE CONTRACTOR SHALL SUBSTITUTION PERFORM IN AN EQUAL 01? SUPERIOR MANNER TO THE SPECIFIED ITEM. INFORMA TION SUBMITTED FOR THE ENGINEER'S CONSIDERATION SHOULD INCLUDE PERFORMANCE CHARACTERISTICS, ILLUSTRATION OF FIELD APPLICATION AND COMPARISON OF THE SPECIFIED 1 TEM TO THE INTENDED AL TERNA TE. "ALTERNATE" REFERS TO A LUMINAIRE, FIXTURE, DEVICE, EQUIPMENT ITEM OR MANUFACTURER OTHER THAN THAT SPECIFIED ON THE DRAWINGS OR IN THE SPECIFICATIONS 21. SHOP DRAWING AND SUBMITTALS.: SUBMIT MANUFACTURERS' STANDARD PRODUCT INFORMATION, PERFORMANCE SPECIFICATIONS, PHYSICAL DIMENSIONS AND OTHER INFORMATION NECESSARY FOR ENGINEER TO INSURE COMPLIANCE WITH SPECIFICATIONS. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO ORDERING AND INSTALLING ANY EQUIPMENT 22. PROJECT RECORD DOCUMENTS: UPON COMPLETION OF WORK, PREPARE LIGHTING AND POWER PROJECT RECORD DOCUMENTS ( "AS -BUIL TS') ON A SUITABLY REPRODUCIBLE MEDIUM (MYLAR OR VELLUM), PRESENT COMPLETED DRAWINGS TO OWNER, AND TWO SETS OF PRINTS TO INTERIOR DESIGNER OR ARCHITECT "AS- BUILT" DRAWINGS SHALL INCLUDEALL BRANCH CIRCUIT WORK, ANY PANELBOARD INFORMATION AVAILABLE, FINAL SWITCHING, ETC. 23. WARRANTY. WARRANT ALL MATERIALS, EQUIPMENT, AND INSTALLATION FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY OWNER. GENERAL LIGHTING NO TES (AS APPLICABLE) 1. FIXTURE TYPES: REFERENCE LIGHTING FIXTURE SCHEDULE AND REFLECTED CEILING PLAN FOR COMPLETE DESCRIPTION OF EACH FIXTURE TYPE. LIGHT FIXTURES ARE IDENTIFIED BY LETTERS AND SYMMBOLS 2. SWITCH LOCATIONS: TYPICAL SWITCHING SHALL BE SHOWN. 3. EXIT SIGNS. FURNISH EXIT SIGNS WITH INTEGRAL 90 MINUTE NICKEL - CADIUM BATTERY BASED EMERGENCY POWER SOURCE. 4. EMERGENCY LIGHTING.: SUPPLY EMERGENCY FIXTURES WITH INTEGRAL 90 MINUTE BATTERY. 5. FIXTURE LOCATIONS: REFERENCE REFLECTED CEILING PLAN FOR EXACT LOCATIONS OF LIGHT FIXTURES, COORDINATE INSTALLATION IN FIELD WITH TENANT AND ENGINEER. COORDINATE AIMING OF ADJUSTABLE FIXTURES IN FIELD WITH TENANT 6, INSTALLATION.: WIRE FROM JUNCTION BOXES TO FIXTURES OR SWITCHES AS INDICATED. ADDITIONAL JUNCTION BOXES MAY BE REQUIRED BEYOND THOSE SHOWN. 7. SUPPORT ALL FIXTURES ACROSS CEILING TEES OR FROM STRUCTURE ABOVE. IN NO CASE SHALL CEILING TILES OR PLASTER CEILING SUPPORT ANY FIXTURE. GENERAL POWER NO TES (AS APPLICABLE) 1. GENERAL: VERIFY EXACT LOCATION OF OUTLETS AND DEVICES WITH OWNER PRIOR TO INSTALLATION. PROVIDE OUTLET BOXES, DEVICES, COVERPLATES AND FLANGES AS REQUIRED. 2. COORDINATION: MOUNT ALL OUTLETS AT 15" A.F.F. UNLESS NOTED OTHERWISE. REFERENCE ARCHITECT'S DRAWINGS, PLANS, & ELEVATIONS FOR ALL HEIGHTS, DIMENSIONS AND CONFIGURATIONS OF DEVICES NOT INDICATED ON THESE DRAWINGS REFERENCE SAME DRAWINGS FOR EQUIPMENT NOT IDENTIFIED. 3 CONVENIENCE OUTLETS: ALL CONVENIENCE OUTLETS SHOWN SHALL BE NEMA TYPE 5 -20R, SPECIFICATION GRADE (HUBBELL #5352) DUPLEX RECEPTACLES WI I TH C0VERPLATES TO MATCH EXISTING. IVORY COLOR. ACCEPTABLE MANUFACTURERS: HUBBELL LEVI TON PASS & SEYMOUR FLOOR SERVICE BOXES: PROVIDE STEEL CITY CONCEALED SERVICE FLOOR BOXES CONFIGURED AS INDICATED ON PLAN. PROVIDE POWER, COMMUNICATIONS, DATA & SECURITY WHERE SHOWN. PROVIDE #GAB CAST PRESET FOR WORK IN CONCRETE. 4. lG & GFI RECEPTACLES: ALL ISOLATED GROUND DEVICES (/G) AND GROUND FAULT INTERRUPT (GFI) DEVICES SHALL BE RATED 20 AMPERES AND SHALL HAVE A DEDICATED INSULATED GREEN GROUND WIRE. THE AND PANEL GROUND BUS. ISOLATED GROUND RECEPTACLES SHALL BE U.L. LISTED 20 AMPERE (HUBBELL #IG- 5352). GROUND FAULT RECEPTACLES SHALL BE U.L. LISTED, RATED 20 AMPERES (HUBBELL /GF -5362) 5. TIMECLOCKS.: PROVIDE EZ CONTROLS 24 -HOUR, 7 -DAY TIMECLOCK TO CONTROL SIGNS, LIGHTING AND OTHER CYCLIC LOADS IDENTIFIED BY OENER'S REPRESENTATIVE. PROVIDE CONTACTORS AS REQUIRED. VERIFY EXACT LOCATION AND WIRING REQUIREMENTS. 6. INSTALLATION.: DROP FROM JUNCTION BOXES TO DEVICE AS INDICATED. ADDITIONAL JUNCTION BOXES MAY BE REQUIRED BEYOND THOSE SHOWN. 7 EQUIPMENT EXPOSED TO WEATHER SHALL BE WEATHERPROOF. SPECIAL SYSTEM NOTES 1. TELEPHONE SYSTEM: PROVIDE BACKBOARDS, CONDUITS AND WIRING AND /OR EMPTY CONDUIT WITH PULL STRING (SEE POWER PLAN FOR EXACT LOCATIONS AND REQUIREMENTS) COORDINATE WORK WITH TELEPHONE SUPPLIER. COORDINATE ALL CONDUIT ROUTING WITH FIELD CONDITIONS. PROVIDE CONDUITFOR TRUNKS, PROVIDE CONDUIT FOR RUNS EXPOSED TO WEATHER OR DAMAGE. 2. TELEPHONE / DATA RECEPTACLES: FURNISH AND INSTALL CONDUITS FROM OUTLETS TO A MINIMUM 6" ABOVE CEILING. FIELD VERIFY EXACT REQUIREMENTS WITH TELEPHONE EQUIPMENT SUPPLIER AND INSTALLER. CONTRACTOR IS TO FURNISH AND INSTALL CONDUIT WIRING AND TWO RJ -11 JACKS (NOT JUST ONE JACK WITH SPLITTER) AND THE JACKS MUST BE LABELED WI TH PERMANENT MARKER WITH THE TELEPHONE NUMBERS AT THE CASHWRAP COUNTER. 3. FIRE ALARM: VERIFY FIRE ALARM REQUIREMENTS IN FIELD WITH LOCAL AUTHORITY HAVING JURISDICTION. FURNISH AND INSTALL NEW INITIATION AND ANNUNCIATION DEVICES. PROVIDE WIRE AND CONDUIT FOR TIEING NEW FIRE ALARM INITIATING AND SIGNALLING DEVICES TO NEAREST AAILABLE FIRE ALARM INITIATING ZONE. VERIFY EXISTING FIRE ALARM SYSTEMHAS CAPACITY FOR ADDITIONAL EQUIPMENT PROVIDE ADDITIONAL CAPACITY AS REQUIRED FOR NEW EQUIPMENT. MEET ALL A.D.A. REQUIREMENTS NOTE ELECTRICAL CONTRACTOR SHALL VISIT SITE AND VERIFY EXISTING CONDITIONS. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL ELECTRICAL DEVICES (LIGHT FIXTURES, RECEPTACLES, SWITCHES, ETC.) AND EQUIPMENT INCLUDING CONDUIT & WIRING BACK TO PANEL, THAT IS NOT BEING REUSED. NOTHING SHALL BE ABANDONED IN PLACE. NOTE PRIOR TO BID CONTRACTOR SHALL OBTAIN A COPY OF THE "TENANT STORE DESIGN AND CONSTRUCTION MANUAL" FROM ARCH. OR MALL AND SHALL ADHERE TO APPLICABLE SECTIONS. Working Drawing Review Approved Approved as Noted D Resubmit These drawings have been reviewed for general design intent only. All actual field conditions are required to be verified by the Tenant's Architect en.dfor Contractor. Tenant is responsible for:complying with all government regulations. One (1) copy of this landlord stamped set of drawings is re t uired to be kept on, the job site at all times. 01/17/12 Signed Date ROOF LINE (4) #3, 1-1/4"C EXISTING, V.I.F. EXISTING, V.I.F. EXISTING METER (V.I.F.) LEASE LINE p -H 1 TH 1 1 00%3 H 11 OOA� T _L v)1 PANEL 'H': (EXISTING) 277/480V, 3P, 4W. RECONNECT PER SCHEDULE ABOVE (3) #3, 1 -1/4 "C EXISTING, V.I.F. 100A H (EXISTING) 100A _J SYMBOL LIST L (EXISTING) 100A L_- J TIME CLOCK (24 HR.) CALENDAR TYPE (4 POLE, 40 AMP) (EXISTING, V.I.F.) PANEL 'L': (EXISTING) 120/208V, 3P, 4W. RECONNECT PER SCHEDULE ABOVE (4) #3, 1-1/4"C 1 L_ J EXISTING, V.I.F. LANDLORD'S ELECTRICAL DISTRIBUTION BOARD 277/480V, 3PH, 4W SERVICE NOTE: NOTE: ALL CONDUCTORS SIZED FOR 75 DEGREE C. NOTE: CONTRACTOR TO SUPPLY AND INSTALL ALL DISCONNECTS AND FUSES AS REQUIRED. ELECTRICAL RISER DIAGRAM 1 SCALE: NONE EXISTING 75 KVA TRANSFORMER W / #6 GROUND TO BUILDING STEEL PER NEC (V.I.F.) ELECTRICAL RISER DIAGRAM NOTES 1. E.C. SHALL FIELD VERIFY EXACT K. A. 1. C. RA TING OF LANDLORD'S DISTRIBUTION EQUIPMENT 2. E. C. SHALL BALANCE ALL PANELS AND ELECTRICAL EQUIPMENT TO 10% ( +) BETWEEN PHASES: A /B, B /C, A/C REGARDLESS OF CIRCUITING INDICATED. 3. PROPER CLEARANCE MUST BE MAINTAINED ABOUT ELEC. EQUIPMENT PER N.E.C. FIELD VER /FY EXACT MOUNTING SPACE AVAILABLE IN ELECTRICAL ROOM PRIOR TO INSTALLATION OF ELECTRICAL EQUIPMENT. 4. TENANT'S E. C. SHALL FURNISH A TYPEWRITTEN DIRECTORY FOR ALL ELECTRICAL PANELS. VOLTAGE.: 277/480, 30, 4W H TYPE. NQOD HOMERUN TO PANEL. NO. OF SLASH MARKS INDICATE NO. OF WIRES (ALL RUNS CONTAIN (2) WIRES UNLESS OTHERWISE NOTED) ELECTRICAL PANEL CHECKED BY CIRCUIT DESIGNA TION )4( DISCONNECT SWITCH (SIZE AS REQUIRED) 0 TELEPHONE OUTLET R TELEPHONE OUTLET FOR CASH REGISTER (RJ -11C) BY E.C. Q5 DUPLEX CONVENIENCE OUTLET (MOUNTED IN BASE) C- DENOTES COUNTERTOP, IG- DENOTES ISOLATED GROUND A QUADRUPLEX CONVENIENCE OUTLET C- DENOTES COUNTERTOP ID ,I A GFI CONVENIENCE OUTLET 1 0 JUNCTION BOX (SIZE AS REQUIRED) R $ SINGLE POLE SWITCH 1 O SMOKE DETECTOR 1 PUSH BUTTON (MOUNTED 5' -O" A.F.F.) • 2 ❑, DOOR BUZZER SK KEY SWITCH (VERIFY MOUNTING HEIGHT 1 PRIOR TO INSTALL E TRANSFORMER (EX. 75 kVA) LOW VOLTAGE TRANSFORMER (MOUNTED 1 ABOVE HUNG CEILING) T OT THERMOSTAT ■ CIRCUIT BREAKER LOCKING DEVICE LOAD SUMMARY 9 9260 LOAD TYPE KW VOLT POLE LIGHTING 1 4.4 120 1 RECEPTACLES 11.5 120 1 SIGN LIGHTING 1.5 120 1 1 WATER HEATER 1.5 120 1 HVAC 15.0 460 3 i I 5000 1/20 9 10 OTHER /GENERAL 1.0 120 1 1 I 9 10 5000 TOTAL 44.9 480 j MAIN SERVICE SWITCH 100/3 1 I 44.9 KW MAIN SERVICE FUSE 100A TOTAL KW (54.OA) MAIN SERVICE CONDUCTORS (4) #3 MAIN SERVICE CONDUIT 1-1/4" L (EXISTING) 100A L_- J TIME CLOCK (24 HR.) CALENDAR TYPE (4 POLE, 40 AMP) (EXISTING, V.I.F.) PANEL 'L': (EXISTING) 120/208V, 3P, 4W. RECONNECT PER SCHEDULE ABOVE (4) #3, 1-1/4"C 1 L_ J EXISTING, V.I.F. LANDLORD'S ELECTRICAL DISTRIBUTION BOARD 277/480V, 3PH, 4W SERVICE NOTE: NOTE: ALL CONDUCTORS SIZED FOR 75 DEGREE C. NOTE: CONTRACTOR TO SUPPLY AND INSTALL ALL DISCONNECTS AND FUSES AS REQUIRED. ELECTRICAL RISER DIAGRAM 1 SCALE: NONE EXISTING 75 KVA TRANSFORMER W / #6 GROUND TO BUILDING STEEL PER NEC (V.I.F.) ELECTRICAL RISER DIAGRAM NOTES 1. E.C. SHALL FIELD VERIFY EXACT K. A. 1. C. RA TING OF LANDLORD'S DISTRIBUTION EQUIPMENT 2. E. C. SHALL BALANCE ALL PANELS AND ELECTRICAL EQUIPMENT TO 10% ( +) BETWEEN PHASES: A /B, B /C, A/C REGARDLESS OF CIRCUITING INDICATED. 3. PROPER CLEARANCE MUST BE MAINTAINED ABOUT ELEC. EQUIPMENT PER N.E.C. FIELD VER /FY EXACT MOUNTING SPACE AVAILABLE IN ELECTRICAL ROOM PRIOR TO INSTALLATION OF ELECTRICAL EQUIPMENT. 4. TENANT'S E. C. SHALL FURNISH A TYPEWRITTEN DIRECTORY FOR ALL ELECTRICAL PANELS. VOLTAGE.: 277/480, 30, 4W H TYPE. NQOD MAINS :: 100A MCB (EXISTING) MOUNTING :: SURFACE ISOLATED GROUND BUS BAR LOCATION :: STOCKROOM CHECKED BY CIRCUIT DESIGNA TION )4( VOLTS AMPERE Na NO. VOLTS AMPERECIRCUI Q5 T DESIGNA TION A B C A B C WIREMOLD 1/20 575 1 • • • • • • • • • • • • • • • 2 9435 EX TRANSFORMER (EX. 75 kVA) WIREMOLD 1/20 600 3 4 9260 1/20 LIGHTING (REC) WIREMOLD 1/20 5 6 5 6 9110 VA V -1 (EXISTING) EX 5000 LIGHTING (REC) RECEPTACLES (3) 7 8 7 8 1800 5000 1/20 9 10 1/20 360 9 10 5000 11 12 LIGHTING (REC) RECEPTACLES (4) 1/20 SPARE 1/20 12 13 14 LIGHTING (REC) RECEPTACLES (3) 1/20 540 SPARE 1/20 14 . 15 16 LIGHTING (REC) RECEPTACLES (4) 1/20 720 15 16 720 17 18 CLG. REC. (2) RECEPTACLES (3) 1/20 540 17 18 19 20 CLG. REC. (2) RECEPTACLES (3) 1/20 540 19 20 300 21 22 SALES LTG. REC. (2) 1. G. 1/20 720 * 21 22 140 23 24 STOCK FL RECEPTACLES (2) 1/20 720 23 24 25 26 NL /EM LTG. (L) CASH REG. 1. G. (L) 1/20 360 * 25 26 900 27 28 SEC. CAM. (L) SPARE 1/20 27 28 900 29 30 SEC. CAM. (L) SECURITY (L) 1/20 • ALL LTG. BRANCH BKRS. TO BE SWD. RATED. PHASE A: 14,435 VA * PROVIDE AN ISOLATED GROUND CONDUCTOR. PHASE B: 14,260 VA • DENOTES CONTROLLED BY TIME SWITCH. TRACK LIGHTING CIRCUITRY COMPLIES WITH N.E.C. /410 -102 PHASE C. 14,110 VA WATTAGE INDICATED ON TRACK LIGHTING CIRCUITS ONLY REFLECTS THE INSTALLED LOAD WATTAGE. KVA CONNECTED: 428 (L) DENOTES LOCKED -ON BREAKER. 51.5 AMP CONNECTED: (H) DENOTES HACR (HEATING /AC RATED) BREAKER. VOLTAGE :: 120/208, 30, 4W L TYPE: NQOD MAINS: 100A MCB (EXISTING) MOUNTING: SURFACE ISOLATED GROUND BUS BAR LOCATION: STOCKROOM CHECKED BY CIRCUIT DESIGNATION `' 2 /) C VOLTS AMPERE Na Na VOLTS AMPERE `OP CIRCUIT DESIGNATION A B C A B WIREMOLD 1/20 575 1 • • • • • • • • • • • • • • • • • • • • • 2 • 1020 1/20 S.F. LIGHTS • WIREMOLD 1/20 600 3 4 1800 1/20 LIGHTING (REC) WIREMOLD 1/20 475 5 6 1800 1/20 LIGHTING (REC) RECEPTACLES (3) 1/20 540 7 8 1800 1/20 LIGHTING (REC) RECEPTACLES (2) 1/20 360 9 10 1800 1/20 LIGHTING (REC) RECEPTACLES (4) 1/20 720 11 12 1440 1/20 LIGHTING (REC) RECEPTACLES (3) 1/20 540 13 14 1440 1/20 LIGHTING (REC) RECEPTACLES (4) 1/20 720 15 16 720 1/20 CLG. REC. (2) RECEPTACLES (3) 1/20 540 17 18 720 1/20 CLG. REC. (2) RECEPTACLES (3) 1/20 540 19 20 300 1/20 SALES LTG. REC. (2) 1. G. 1/20 720 * 21 22 140 1/20 STOCK FL RECEPTACLES (2) 1/20 720 23 24 415 1/20 NL /EM LTG. (L) CASH REG. 1. G. (L) 1/20 360 * 25 26 900 1/20 SEC. CAM. (L) SPARE 1/20 27 28 900 1/20 SEC. CAM. (L) SECURITY (L) 1/20 180 29 30 • 1200 1/20 STOREFRONT SIGN • TOILET L T /FAN /REC. 1/20 340 31 32 1080 1/20 CLG. REC. (3) WATER HEATER (L) 1/20 1500 33 34 . 1/20 SPARE REC. (2) 1/20 540 35 36 SPARE 1/20 . 37 38 SPARE 1/20 39 40 TELCO (L) 1/20 360 41 42 • ALL LTG. BRANCH BKRS. TO BE SWD. RATED. PHASE A: 9,435 VA * PROVIDE AN ISOLATED GROUND CONDUCTOR. PHASE B. 9,260 VA • DENOTES CONTROLLED BY TIME SWITCH. TRACK LIGHTING CIRCUITRY COMPLIES WITH N.E.C. -102 PHASE C: 9,110 VA /410 WATTAGE INDICATED ON TRACK LIGHTING CIRCUITS ONLY REFLECTS THE INSTALLED LOAD WATTAGE. KVA CONNECTED. 278 (L) DENOTES LOCKED -ON BREAKER. AMP CONNECTED: 773 (H) DENOTES HACR (HEA TING /AC RATED) BREAKER. NOTE: CIRCUITS L -26, & L -28 ARE FOR SECURITY CAMERAS AND MONITOR. EACH CIRCUIT BREAKER SHALL HAVE A BREAKER LOCK INSTALLED AND NO OTHER DEVICES SHALL BE WIRED TO THESE CIRCUITS. ELECTRICAL VERIFICATION PRIOR TO INSTALLATION OF ROUGH ELECTRICAL WIRING, CONTRACTOR SHALL CHECK NAMEPLATE DATA OF ALL H.V.A.C. EQUIPMENT, WATER HEATERS, AND OTHER EQUIPMENT, IN ORDER TO OBTAIN CORRECT WIRE SIZES, VOLTAGES, AND OVER- CURRENT PROTECTION. ADEQUATE SERVICE CAPACITY MUST BE PROVIDED. SUBJECT TO ELECTRICAL INSPECTION. NOTE: ELECTRICAL CONTRACTOR SHALL VISIT SITE, NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO BID. IF ANY EXISTING EQUIPMENT IS TO BE REUSED, IT WILL BE REQUIRED TO SATISFY THE REQUIREMENTS OF THE CURRENT NEC WITH REGARDS TO RATING, IDENTIFICATION, USE, WIRE BENDING SPACE, ETC. AS IF THEY WERE NEW. b()...,o(g CV J .0 co d, c(0 M -0 CO 0 O - Z O€ V _ )i o N rs z 0 O $ F- goo 0 cc lie=i3 =a3I- O ec& W eL� W a) 0g 0 W 0: N c CC O ca =a° �a g E O o Wc �$ a cc a� ai 3 g N ra 1 W VI ~ N W A CHECKED BY DO NOT SCALE DRAWINGS m z 0 5 R DATE . 4,,t.±.111) ni 'V�tii3144iiY x1� r,. • O ;HM. SEPgHA APp �� AND 4 REQUIR D RECEIVED JAN 26 2012 PERMIT CENTER W� O lu Oc 00 V z �WOLJ% LIJ 00 4.1 QL W E rn LOCATION DWG.TITLE Mark lines L1, L2, El and E2 with Permanent black magic marker � Ua • recep ac For general power Dedicated circuit For PO Line E -1 to RJ -45 + Managers Desk Line E-2 to RJ -45 a© Managers Desk, 0 11 Orabb724, Ito Cat 5 -e Cabe from Front to rear Counter with RJ -45 male Jack on !Both ends Line L -1 to D -marls POWER & COMMUNICATIONS AT CASH REGISTER No. 1 SCALE: NONE (3) POWER & COMMUNICATIONS AT MANAGER'S DESK SCALE: NONE Eft IQQp (rlWs l:w L 5 Ay"- Mark line L1; L2, E`1 and E2 with Permanent black magic marker Outlets and jacks are to be mounted 6 '.. Above bottorri of counter Cat 5e cable Fi om front to ream Counter with RJ4S Plug on each end n n POWER & COMMUNICATIONS AT CASH REGISTER No. 2 2 SCALE: NONE Line #1 from front Cash & Wrap Line #1 from back Cash & Wrap CI PHONE COMPANY DEMARCATION POINT SCALE: NONE Working Drawing .Review Approved Approved as Noted El Resubmit These drawings have been reviewed for general design intent only. All actual field conditions are required to be verified by the Tenants Architect and /or Contractor. Tenant . is responsible for complying with all government regulations. One (1) copy of this landlord stamped set of drawings is required to be kept on the job site at all times. AT REGISTER #1 (REGISTER TOWARD REAR OF THE STORE): 1. ELECTRICIAN TO INSTALL TWO CAT -5 DATA CABLE DROPS FROM REGISTER #1 LOCATION TO THE WALL IN THE STOCKROOM @ 18" AFF NEAR THE MANAGERS DESK. INSTALL ONE DOUBLE PORT RJ -45 ETHERNET WALL FACE PLATE WITH JACKS AT EACH END. MARK FACE PLATE PORTS E -1 AND E -2 AT BOTH ENDS. 2. INSTALL AND WIRE ONE RJ -11 TELEPHONE JACK MARKED LINE 1 AND ONE RJ -11 TELEPHONE JACK MARKED LINE 2. WIRE EACH TO D -MARK LOCATION IN STOCKROOM. LEAVE A 10' WHIP AT THE END NEAR THE D -MARK (OR ELECTRICAL PANEL IF D -MARK IS NOT YET INSTALLED) 3. ELECTRICIAN TO INSTALL ONE CAT -5 DATA CABLE FROM REGISTER #1 TO REGISTER #2 IN CONDUIT. LEAVE A 6' -0" WHIP AT EACH END. TERMINATE TO A RJ -45 MALE PLUG ON BOTH ENDS. INSTALL AND LEAVE A PULL STRING IN THIS CONDUIT AS WELL. 3. ELECTRICIAN MUST TEST AND VERIFY CONTINUITY AT THE DATA CABLE ENDS. 4. INSTALL ADDITIONAL 1" EMPTY CONDUIT WITH PULL STRING STUBBED UP FROM BELOW REGISTER #1 TO BELOW REGISTER #2 AT REGISTER #2 (REGISTER TOWARDS FRONT OF STORE) 1. INSTALL AND WIRE ONE RJ -11 TELEPHONE JACK. MARK IT LINE 1. AT MANAGERS DESK IN STOCKROOM: 1. INSTALL AND WIRE ONE RJ -11 TELEPHONE JACK @ 18 INCHES AFF. MARK IT LINE 1. DATA. A.: TU) PI-101%4E. E 13ift..AVITX4Q, Gash .Wr•p :Counter #'acautg 30-z4nt 4 f t{airc :iv,Jii labei'aine 1. 1=register<2 Ca-t5 data ca a tcraiainatI 11jiI — Label: LIne 1 x Ji.i — Lsbci. Line.2 Am 7i..r 5 ) 11e lzCl.:s h v , &% Wrbaip p a G uoti : :cart' •,p>f'utrtpyc-es X: nuible 1"trt R 745 `r a c^t:wall acY :laTrel. l✓`i amid E2 $tc ckrac xxx hou1ig Post $34& ; l *age `t• J. /11 — 1 ,ab eJ :Itue ,j lit2.311C label line .1 leCtx?icsti .■tari.ei. DATA AND PHONE LINE SCHEMATIC DIAGRAM 5 SCALE: NONE • 01/17/12 / Signed Date f /PO SI;;;;; At.S`� i :"Lc '4, 2'�l1 ii/Pd4P?dl7? p NO R6•a ECEIVED JAN 26 2012 PERMIT CENTER J 271i C� =c rya) 0. )i° (f-o Ntic 0- Zc€ vp-a a: 8 cg by oz's ta O &a; cc ,es 020 O o tlD CCEgger • L I EA 42_ YZ00 =O w°° 0 =▪ e' =a� 0 Ia JE Ca boa a uc o`° CM O Q n O (I? ,C'1 '1 -,i° Fs 8 . ... h-....- crn W i O U�4 :Z' ri: g D C i:: O z � 2 �(��c) O ,C) T- o �. d cL cal H Q DO NOT SCALE DRAWINGS z Q� Z 0 O Q1-- ❑z Z poi 0 vi w Q z ce Qvi `.3 Oo O ❑ Gw z w O a O H Q U z 0 5 G4 W Qi LOCATION DWG.TITLE c) z z 0 T 0 0 z H. V.A.C. SPECIFICATIONS H. V.A.C. GENERAL NOTES MECHANICAL. GENERAL NOTES 1. CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS REQUIRED FOR A COMPLETE INSTALLATION IN ACCORDANCE WITH ALL STATE AND LOCAL CODES. 2. CONTRACTOR SHALL PROVIDE A GUARANTEE FROM DEFECTS FOR ALL MATERIALS AND WORKMANSHIP FURNISHED ON PROJECT FOR ONE YEAR FROM DATE OF FINAL ACCEPTANCE BY OWNER. PROVIDE EXTENDED GURANTEES FOR EQUIPMENT WHERE APPLICABLE. 3. SUBMIT FOR APPROVAL, THE REQUIRED NUMBER OF SHOP DRAWINGS AND MANUFACTURER'S LITERATURE ON HVAC EQUIPMENT AND MA TER/ALS TO THE ARCHITECT OR OWNER'S REPRESENTATIVE. 4 CONTRACTOR SHALL PROVIDE AND PAY ALL FEES AND PERMITS. 5 CONTRACTOR SHALL VISIT THE JOB SITE AND OBSERVE ALL EXISTING CONDITIONS. 6 DRAWINGS ARE D/AGRAMMA T/C AND INTENDED TO SHOW APPROXIMATE LOCATIONS CONTRACTOR SHALL INSTALL ALL WORK WITHOUT CONFLICT WITH OTHER TRADES AND MAKE AL TERA TTONS AS REQUIRED WITHOUT ADDITIONAL COST TO OWNER. 7 ALL MATERIALS LISTED OR ITEMIZED IN THIS SPECIFICATION, MUST HAVE NFPA RATINGS AS FOLLOWS :: A. FLAME SPREAD - NOT OVER 25. B. SMOKE DEVELOPED - NOT OVER 50. C. FUEL CONTRIBUTED - NOT OVER 25. ALL MATERIALS SHALL BE "SELF EXTINGUISHING" 8 ALL DUCTWORK SHALL BE GALVANIZED SHEET METAL. ALL ROUND DUCTWORK SHALL BE SNAPLOCK SEAM TYPE SHEET METAL. DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE LA TEST EDITION OF THE SMACNA MANUAL. ALL DIMENSIONS ARE NET INSIDE CLEAR. 9 PROVIDE AIR TIGHT FLEXIBLE CONNECTIONS AT ALL EQUIPMENT TO DUCT CONNECTIONS 10. ALL RECTANGULAR DUCTWORK SHALL BE INSULATED WITH 1" THICK, 1.5 PCF DENSITY DUCT LINER MEETING REQUIREMENTS OF NFPA 90A AND 90B. ALL ROUND METAL DUCTWORK SHALL BE INSULATED EXTERNALLY WITH A VAPOR BARRIER BLANKET- TYPE 1 -1/2" THICK. 0.75 PCF DENSITY FIBERGLASS INSULATION. 12. ALL DIFFUSERS TO BE PAINTED BLACK. 13. "CONTRACTOR SHALL FURNISH & INSTALL, W/TH EQUIPMENT DESIGNED PROPER OUTSIDE A/R SYSTEM /DAMPER(S) OR CONTROLS REQUIRED TO MEET FRESH AIR CALCULATION OF SPACE AS WELL AS LOW AMBIENT CONTROLS FOR "DX" SYSTEMS AS OFFERED BY THE MANUFACTURER.'' ENSURE ALL UNITS ARE EQUIPPED W/TH ECONOMIZER AS REQUIRED. 14. A/R BALANCE REPORT MUST BE SUBMITTED TO FIELD PROJECT MANAGER AT COMPLETION OF JOB. 15. CONTRACTOR MUST USE HVAC UNIT SPECIFIED ON PLAN, ONLY CARRIER, TRANE & YORK ARE TO BE USED AS SUBSTITUTIONS. CONTRACTOR IS TO CONTACT FIELD PROJECT MANAGER OR SPENCER GIFTS HOME OFFICE. 16. CONTRACTOR MUST ENSURE ALL DUCT WORK AND BOTTOM OF HVAC UNIT TO BE ABOVE 12' -6" A.F.F. TO ALLOW FOR 12' -0" A.F.F. CLEAR CEILING HEIGHT. G.C. TO RELOCATE ANY AND ALL MATERIALS BELOW 17 17. DUCT CONNECTIONS TO BE WRAPPED WITH U.L. LISTED #181 TAPE 11. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LABOR AND MATERIALS TO PROVIDE A COMPLETE AND WORKING SYSTEM WITHIN THE CONSTRAINTS OF THE EXISTING STRUCTURE AND NEW CEILING SYSTEM. 2. DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED PER ASHRAE AND SMACNA STANDARDS AND THE STATE MECHANICAL CODE. THIS INCLUDES (BUT IS NOT LIMITED TO) SEALING ALL DUCTS, SPLITTERS (OR S/M /LIAR BALANCING DEVICES) AT MAJOR DUCTWORK BRANCHES, EXTRACTORS AT MINOR DUCTWORK BRANCHES, DOUBLE WALLED ACCOUST/C TURNING VANES IN ELBOWS, SPLITTERS, AND TURNING VANES IN TEES. 3 ALL DUCTWORK SHALL BE GALVANIZED SHEET METAL, RECTANGULAR DUCT SHALL BE /NTERNALL Y LINED W/TH 1" 1 1/2" DUCT LINER, ROUND DUCT SHALL BE WRAPPED WITH 1 1/2" INSULATION, FLEX DUCT SHALL BE INSULATED TYPE 4. EXTERNAL DUCT INSULATION SHALL BE EQUAL TO OWENS CORNING FIBERGLASS WITH FRK VAPOR BARRIER. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. THE MINIMUM THICKNESS SHALL BE 1 1/2". DUCT LINER SHALL BE EQUAL TO OWENS CORNING AEROFLEX TYPE 150, 1" THICK. 5. PROVIDE SPIN -/N TAP WITH DAMPER AT EACH RUNOUT TAP. 6. PROVIDE FIRE RESISTANT TYPE FLEXIBLE DUCT CONNECTORS ON THE INLET AND DISCHARGE DUCT CONNECTIONS OF ALL EQUIPMENT CONTAINING FANS. 7. FLEXIBLE DUCT SHALL NOT EXCEED 5' -0': 8. ALL DUCT DIMENSIONS SHOWN ARE CLEAR INSIDE DIMENSIONS. 9. LOCATE THE THERMOSTAT AND INSTALL AS SHOWN ON THESE DOCUMENTS. 10. ALL FLUSH FACE RECTANGULAR CEILING SUPPLYDIFFUSERS SHALL BE 24" x 24" 01? 12" x 17' TITUS PAS OR EQUAL UNLESS NOTED OTHERWISE. CFM AND NEK SIZE AS SHOWN ON DRAWINGS 11. ALL FLUSH FACE RECTANGULAR CEILING RETURN AIR GRILLES SHALL BE TITUS PAR UNLESS NOTED OTHERWISE. SIZE AS SHOWN ON DRAWINGS. SURFACE MOUNT BORDER TYPE 1, SNAP -IN BORDER TYPE 2, LAY -/N BORDER TYPE 3. SPINE BORDER TYPE 4. 12. CONDENSATE DRAIN PIPING SHALL BE TYPE "L" OR "M" HARD DRAWN COPPER WITH WROUGHT COPPER FITTING. 13. INSULATE CONDENSATE PIPING WITH 1" THICK FIBERGLASS W/1N ASJ OR 1/2 ARMAFLEX (PLENUM RATED IF IN RETURN AIR PLENUM). ( ) 14. FOR UNITS OF 2000 CFM OR GREATER, PROVIDE MANUAL RESET IONIZATION TYPE SMOKE DETECTOR IN RETURN AIR DUCT (IF REQUIRED) AHEAD OF ANY OUTSIDE A/R INLET OR IN EACH ROOM OR SPACE SERVED BY THE RETURN AIR -AIR DUCT DETECTORS SHALL ALSO BE INSTALLED IN THE SUPPLY DUCT, DOWNSTREAM OF THE FILTERS. FOR ALL UNITS LESS THAN 2000 CFM: PROVIDE MANUAL RESET FIRESTST. UPON DETECTION OF PRODUCTS OF COMBUSTION DETECTORS SHALL ACTIVATE. ACTIVATION OF ANY DETECTOR SHALL CAUSE THE AIR - MOVING EQU /PMENT TO AUTOMATICALLY SHUT DOWN. 15. ALL CONTROL WIRING SHALL BE IN CONDUIT. 16. REFERENCE ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF ALL DIFFUSERS 17 THE MECHANICAL SYSTEMS SHALL BE TESTED, ADJUSTED AND BALANCED BY THE MECHANICAL CONTRACTOR. TESTS SHALL DETERMINE QUANTITATIVE PERFORMANCE OF EQUIPMENT; BALANCING SHALL PROPORTION FLOWS WITHIN THE DISTRIBUTION SYSTEM(S) ACCORDING TO SPECIFIED DESIGN QUANTITIES ALL WORK SHELL MEET LOCAL CODES AND STANDARDS, NEBB ASHREA TESTING, ADJUSTING AND BALANCING PROCEDURES. SUBMIT, TO THE BUILDING OWNER FOR REVIEW, APPROVAL AND RECORD, TWO COPIES OF THE BALANCINC/NG REPORTS ON THE STANDARD REPORT FORMS PREPARED BY NEBB. 18. ALL EQUIPMENT NAMEPLATE INFORMATION SHALL BE PERMANENTLY AFFIXED TO EQUIPMENT NAMEPLATE INFORMATION SHALL BE ETCHED ON METAL NAME PLATES. 1. IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACT DICUMENTS, THE ENGINEER SHALL BE NOTIFIED IMMEDIA TEL Y 2. ALL WORK SHALL BE PERFORMED BY QUALIFIED MECHANICS AND PLUMBERS UNDER THE DIRECTION OF AN EXPERIENCED ,SUPERVISOR HAVING EXPERIENCE IN INSTALLING EQUIPMENT AND SYSTEMS OF SIMIL/AR TYPE AS INDICATED BY THE CONTRACT DOCUMENTS 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH CURRENT RULES AND REGULATIONS OF THE STATE AND LOCAL CODES AND IN ACCORDANCE WITH CURRENT INDUSTRY STANDARDS. 4. PROVIDE ALL EQUIPMENT MATERIALS, LABOR SUPERVISION, AND SERVICES, NOT PROVIDED BY THE LANDLORD, AND NECESSARY FOR OR INCIDENTAL TO THE INSTALLA 1TON OF A COMPLETTE AND OPERATING HVAC, FIRE PROTECTION, AND /OR PLUMBING SYSTEM AS SHOWN OR INDICATED ON THE DRAWINGS AND /OR AS SPECIFIED. 5. CONTRACTOR SHALL TAKE PROPER PRECAUTIONS TO PROTECT ALL EXISTING OPERATIONS AND PROPERTY ADJACENT, W/TH WHICH WORK COMES IN CONTACT, OR OVER WHICH HE /SHE MAY TRANSPORT, HOIST, 01? MOVE MATERIALS, EQUIPMENT, DEBRIS, ETC. AND SHALL REPAIR ANY DAMAGE CAUSED TO MATCH EXISTING BEFORE DAMAGE. THE CONTRACTOR SHALL COORDINATE AND NOTIFY THE BUILDING OWNER AND OPERATOR FOR APPROVAL AND SCHEDULING OF ALL BUILDING OR EXISTING TENANT SYSTEM INTERRUPTION. 6. CONTRACTOR SHALL EXAMINE AND BECOME FAMILIAR WITH ALL CONRTRACT DOCUMENTS IN THEIR ENTIRETY AND SURVEY THE PROJECT AND BECOME FAMILIAR W/TH THE EXISTING CONDITIONS AND SCOPE OF WORK. ALL COSTS SUBMITTED S HAL L BE BASED ON A KNOWLEDGE OF ALL WORK AND MATERIALS REQUIRED. ANY ADDITIONAL COSTS DUE TO FAILURE TO COMPLY WITH THIS REQUIREMENT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 7 VERIFY THE CONDITION AND LOCATION OF UTILITIES ANY ITEMS REQUIRING REPAIR OR RELOCATION SHALL BE REPAIRED TO PROVIDE THE TENANT A COMPLETE AND OPERATING MECHANICAL SYSTEM. OBTAIN APPROVAL FROM THE TENANT AND LANDLORD PRIOR TO RELOCATION OF EXISTING SERVICES OR COMPONENTS. COORDINATE THE RELOATION OF ANY LANDLORD FURNISHED EQUIPMENT WITH THE LANDLORD. 8. PRODUCTS OF A SIMILIAR NATURE SHALL BE OF THE SAME TPYE AND MANUFACTURER, PROVIDE THE STANDARD PRODUCTS OF MANUFACTURERS RECULARY ENGAGED IN THE PRODUCTION OF SPECIFIED PRODUCTS, UNLESS OTHERWISE REQUIRED BY DRAWINGS OR SPECIFICATIONS ALL SUCH PRODUCTS SHALL BE LISTED, LABELED, 0/? CERTIFIED BY UNDERWRITERS LABORATORIES 9. DRAWINGS ARE DIAGRAMMA17C AND INDICATE GENERAL ARRANGEMENT OF WORK. 10. CONTRACTOR SHALL COORDINATE WORK WITH ALL OTHER TRADES. 11. CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT SITE AND BE RESPONSIBLE FOR CORRECTNESS OF SAME. 12. CONNECT NEW WORK TO EXISTING CONSTRUCTION IN NEAT AND APPROVED MANNER RESTORE EXISTING WORK IN MAKING SUCH CONNECTION TO PERFECT CONDITION. 13. ALL WORK SHALL BE INSTALLED READILY ACCESSIBLE FOR OPERATION, MAINTENANCE & REPAIRS. 14. ALL WORK AND EQUIPMENT TO BE FULLY GUARANTEED FOR ONE (1) YEAR FROM THE DATE OF FINAL PAYMENT AND ACCEPTANCE. 15. ALL CUTTING AND PATCHING IN CONNECTION WITH THIS TRADE SHALL BE DONE BY THIS CONTRACTOR UNLESS OTHERWISE NOTED. 16. STORE MATERIALS IN SPACES DESIGNATED BY OWNER. 17. REMOVE RUBBISH FROM PREMISES SO OFTEN AS NECESSARY 01? DIRECTED. 18. EQUIPMENT INTENDED FOR PERMANENT INSTALLATION SHALL NOT BE OPERA TED FOR TEMPORARY PURPOSES. 19. ALL WORK AND EQUIPMENT SHALL BE CLEANED TO THE SA TISFACTIONOF THE OWNER BEFORE TURNING SAME OVER TO OWNER. 2a SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO ORDERING AND INSTALLING ANY EQUIPMENT. THE CONTRACTOR MAY SUBMIT FOR APPROVAL, 10 DAYS PRIOR TO PRESENTATION OF NEGOTIATED PRICE TO OWNER, ALTERNATE MANUFACTURERS OF ALL ITEMS SPECIFIED ON THESE DRAWINGS 21. THE CONTRACTOR SHALL PROVIDE THE A/E TEAM A COMPLETE SET OF "AS- BUILT" DRAWINGS FOR ALL WORK PERFORMED ON THE PREMISES (REPRODUCIBLE AND A MINIMUM OF 4 COPIES REQUIRED). 22. SUPPORTS FOR ALL EQUIPMENT AND PIPING SHALL PROVIDE ADEQUATE SLOPE AND ANCHORAGE, CONTRACTOR SHALL USE HANGERS, RODS AND INSERTS INSTALLED, CONSTRUCTED, AND SPACED PER MSS REQUIREMENTS. 23. ROOF MOUNTED EQUIPMENT SHALL BE MOUNTED ON PREFABRICATED FACTORY SUPPLIED UMT CURBS OR EQUIPMENT SUPPORT S/M/L/AR TO PATE MODELES -1A OR AS REQUIRED BY LANDLORD. 24. ROOFMOUNTED EQUIPMENT SHALL BE LOCATED IN AREA DESIGNATED BY LANDLORD AS HAVING SUFFICIENT STEEL STRUCTURE SUPPORT 25. LANDLORD APPROVED STRUCTURAL ENGINEER SHALL VERIFY, CERTIFY, AND SEAL THE ADEQUACY OF THE EXISTING OR NEW STRUCTURE FOR SUPPORT OF THE PROPOSED HVAC EQUIPMENT AND SHALL PROV /DE FOR SEALED DRAWINGS ANDCALCULATTONS FOR THE REQUIRED REINFORCEMENT PRIOR TO INSTALLATION. ASSOCIATED DESIGN AND INSTALLATION COSTS ARE TENANT CONTRACTORS RESPONSIBILITY. 26. ROOF PENETRATIONS SHALL BE KEPT TO A MINIMUM. 27 ALL ROOF MEMBRANE MODIFICA 1TONS, REPAIRS, CUTTING, FLASHING, COUNTERFLASHING, PENETRATIONS AND CURB INSTALLATIONS SHALL BE ENGINEERED AND INSTALLATION PERFORMED BY A LANDLORD APPROVED ROOFING CONTRACTOR IN ACCORDANCE WITH LANDLORD'S REQUIREMENTS. ALL ASSOCIATED COSTS ARE TENANT'S CONTRACTORS' RESPONSIBILITY 28. ALL ROOF CAPS SHALL BE COMPLETE W/TH B/RDSCREEN. 29. SEAL ALL PENETRATIONS THRU WALLS, FLOORS AND CEILINGS AIR, WATER, AND FIRE TIGHT. 30. PROVIDE ACCESS PANELS FOR ALL CONCEALED EQUIPMENT FIRE DAMPERS, PIPING SPRINKLER SYSTEM NO TES 1. THE EXISTING SPRINKLER SYTEM SHALL BE MODIFIED AS REQUIRED DUE TO THE NEW CONSTRUCTION TO MEET THE REQUIREMENTS OF NFPA13, THE LOCAL CODE, AND THE TENANT /LANDLORD'S INSURER. PIPING DRAWINGS SHALL BE SUBMITTED TO THE APPROPRIATE APPROVAL AGENCY AS OUTLINED BY THE CITY SUBMITTAL REQUIREMENTS. THE SPRINKLER CONTRACTOR SHALL BE LICENSED TO DO WORK IN THIS STATE. ALL PIPING MODIFICATIONS REQUIRED WILL BE INCLUDED IN THIS CONTRACT SPRINKLER HEAD TYPES SHALL BE BUILDING STANDARD (VERIFY WITH TENANT). SPRINKLER CONTRACTOR SHALL PROVIDE TO THE OWNER AND LANDLORD'S REPRESENTATIVE A COMPLETE SET OF SPRINKLER DRAWINGS INCLUDING MODIFIED PIPING LAYOUT AND SPRINKLER LOCATIONS FOR APPROVAL PRIOR TO INSTALLATION. 2. UPON COMPLETION OF THE SPRINKLER SYSTEM, THE SPRINKLER CONTRACTOR SHALL HYDROSTATICALLY TEST ALL PIPING PER NFPA AND LOCAL CODE AUTHORITIES. PROPERLY FILLED OUT 'SPRINKLER CONTRACTOR'S MATERIAL AND TEST CERTIFICATES' MUST BE FURNISHED TO THE TENANT AND LANDLORD'S PROJECT MANAGER AT THE JOB SITE, AND TO THE TENANT AND LANDLORD'S INSURANCE RATING BUREAU HAVING JURISDICTION. 3. ALL SPRINKLER PIPING SHALL MATCH EXISTING. NOTE :: ALL CONTROLS SHALL CONFORM TO IECC 2004. 1) COOLING THE FAN SHALL RUN CONTINUOSL Y, AND THE T -STA T SHALL CYCLE THE COMPRESSOR TO SATISFY SET POINT 2)HEA 11NG :: THE FAN SHALL RUN CONTINUOSL Y, AND THE T STA T SHALL CYCLE THE HEA TTNG TO SATISFY SET POINT. MECHANICAL - CODED NOTES 01 EXISTING TOILET EXHAUST FAN TO REMAIN. VERIFY PROPER OPERATION AND REPAIR OR REPLACE AS REQUIRED. ® THERMOSTAT FURNISH & INSTALL NEW THERMOSTAT COMPA 17BLE WITH EXISTING VA V TERMINAL AND TEMPERATURE SENSOR. 3® VOLUME DAMPER AT EACH BRANCH TAKE -OFF (TYP.) 0 VAV -1.• EXISTING VARIABLE VOLUME TERMINAL TO REMAIN. CONTRACTOR SHALL SERVICE UNIT, MAKE REPAIRES AS REQUIRED FOR LIKE NEW OPERATING CONDITION SET AIRFLOW AT 2650 CFM. VERIFY EXACT LOCATION OF VAV -1 IN FIELD. ® NEW SUPPLY A/R DIFFUSER AS SCHEDULED. CFM'S AS NOTED ON PLAN. ® NEW SUPPLY AIR DUCT AS SPECIFIED. SIZE AS NOTED ON PLAN. O7 REMOTE TEMPERATURE SENSOR WIRED TO THERMOSTA T LOCA TED IN STOCKROOM. FIELD LOCATE SENSOR ABOVE SALES AREA OVERHEAD STORAGE FIXTURE. TEN. G.C. SHALL COORDINATE (SELECTION AND LOCATION) WITH MECH. CONTRACTOR, ELECTRICAL CONTRACTOR AND TENANT PROJECT MANAGER PRIOR TO INSTALLATION. 8® EXISTING MALL MEDIUM PRESSURE SUPPLY AIR DUCT (VERIFY EXACT LOCATION IN FIELD). 9® EXISTING CONICAL TAP TO REMAIN. (VERIFY EXACT LOCATION IN FIELD). 10 EXISTING GRILLES WITH FIRE DAMPERS THROUGH DEMISING WALL FOR RETURN AIR BACK TO LANDLORD SYSTEM. VERIFY EXACT LOCATIONS, SIZES AND SPECIFICATIONS IN FIELD. MAINTAIN EXISTING RETURN AIR METHOD AND PATH. "Er 0II111111111M111111.111M Olt II II I1 II 11 NOTE MECHANICAL CONTRACTOR SHALL VISIT SITE AND VERIFY EXISTING CONDITIONS. MECHANICAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL MECHANICAL EQUIPMENT THAT IS NOT BEING REUSED. NOTHING SHALL BE ABANDONED IN PLACE. ii I f, A R 3EV CE SC- E3„ LE MODEL TYPE REMARKS 0, KRUEGER 1400 SERIES 24X24" SUPPLY AIR DIFFUSER 1. PROVIDE NECK SIZE AS SCHEDULED AND OPPOSED BLADE DAMPER. 2. SEE ARCH.DWGS FOR FINISH. B B / KRUEGER EGC -10 24X24" RETURN AIR GRILLE 2. SEE ARCH.DWGS FOR FINISH. 1 all EE I WI NOTE. SUBMIT A CERTIFIED TEST AND AIR BALANCE REPORT TO THE TENANT AND LANDLORD FOR APPROVAL. 1 A 1 EE fi 4 - w -r r -r -r 4 fi 4 4 CFI 4 i r- -r 4 1 - r 4 4 10 "0 Nk 300 CF A - lEI w A - 1 I I I I I I I I f I 4 L a�1 a 10"0-NK 300 CFM w r -4 E8 1 - 4 4 U 14/14 6 VD -. I I I I _ _ - 4 10i "0 NK 3c0 CFM 7 - B3 1 - 4 4 w - 1- - 4- a W i` 40 "0 NK1 t11 '300 CFM ifi VAV -1 _XISTiN) 4 1 o L �. i J 1 1 r r- 1 4 rt 11e T � 11 1- 10 60 NK II 300 CFM A 1 1 1 FY 1 1 11 I, 4 - - - -1 1 1 0 11e 11 f w 4 11 II I I 11 I 1 1 1■ 1 I I 10"0 NK 250 CFM Working Drawing Review fitApproved Approved. as Noted Q- Resubmit These drawings have, been reviewed for general design intent only All actual field conditions-are required.to be verified by the Tenant's - Architect and/or- Contractor. Tenant - is responsible for complying with all government regulations. One (I) copy of this landlord stamped set of drawings is required tv be kept on the job. site at all times; 1► 01/17/12 Signed Date 4 I I • HVAC PLAN Scale: 1/4" = 1' -0" bLo1�- ■ �QV1D w. bf� wog `vAs.1 G ,ate ��� 25905 q sSjONALEl1 SEPARATE APPROVAL REQUIRED RED RECEIVED JAN 26 2012 PERMIT CENTER v J �J w c0 ON; ig �c eFco.. c+� -o �JO Zc€ yac Zo o O as s CC ES=1 m °= Q X30 J CI g. W -a`>,t W t 60 - • 0O W y e cc g a� ✓ 0a E 03 .08 Apo w S (' a 0`0 v1 N O an u W 0 J Z W0 LL 0 • Z J r CC nQ Coordination: co cThO O zN) ✓ a� co Q) L () O � Q� O L Ca- H A DO NOT SCALE DRAWINGS CONTRACTORS ARE TO VERIFY ALL SITE DIMENSIONS AND CONDITIONS PRIOR TO WORK. SITE DIMENSIONS SUPERCEDE DRAWINGS. cn A O FA 5W H A DWG.TITLE z a 0 2 -00 \12241 \12 -010 RevA.dwg, D SIZE, 3/8/2012 1:18:35 PM, d E 0) 0 0 N 0 O Co 6' -0" DISPLAY SUPPORT PLAN POST CONFIGURATIONS ALL ARE SINGLE POST CONFIG UNLESS OTHERWISE NOTED SEE SHEET 2 #7317 ^ANGLES (0) SEE ASY PG. 17 ® O BI -POST SPLICE SEE SHEET 2 16' -0" "X" BRACING #6442 BRACES 13 GA x15/16 "W COMMERCIAL GRADE STEEL STRAP TUBULAR BRACES #6423 FOR 8 & 11 BEAMS (XX) SEE SHEET 2 16' -0" SEE SHEET 2 FOR BEAM TO POST DETAIL TYP EXTERIOR BEAM SEE SHEET 2 DISPLAY FLOORING PLAN z- OPEN GRATING PANELS 1 -1/2 HIGH x 12 WIDE. SEE ASY PG. 17 6' -0" 8' -O" 8' -0" 8' -0" 8' -0" TYP INTERIOR BEAM SEE SHEET 2 SPENCER'S #307 WESTFI ELD SOUTHCENTER t ►^a� -rte Pert*/ ` t e c rAfk e f*i_4 k9/C pe Wig I /0; fe p-e c ‘c>, bo 111, "ft• /dv.. c). 4,014f pdee.„...c.,‘. cry ✓ 04 7 0..04 rf NOTE: DISPLAY FIXTURE NOTES EQUIPTO SHALL FURNISH ALL THE MODULAR DISPLAY FIXTURE MATERIAL AS SHOWN ON THIS DRAWING, UNLESS OTHERWISE STATED. FLOORING IS OPEN GRATING PANELS. FLOOR HEIGHT IS: 9'4 5/8" SUPPORT HEIGHT IS: 9'-6 1/8" MINUMUM CLEARANCE: 8' -6 7/8" DISPLAY NOTICE TO THE INSTALLER. THE ASSEMBLER SHALL VERIFY LOCATIONS OF WALLS, BUILDING COLUMNS, AND ANY OTHER OBSTRUCTIONS PRIOR TO ASSEMBLY. EACH MODULAR DISPLAY FIXTURE COLUMN IS TO BE ANCHORED TO THE FLOOR WITH HARDWARE FURNISHED BY OTHERS. THERE IS ONE 9/16 DIAMETER HOLE PER POST. DISPLAY FIXTURE TO BE INSTALLED ON GROUND FLOOR OF BUILDING. ASSUMED DEAD LOAD OF ELEVATED FIXTURE: 10 LBS PER SQUARE FOOT MAXIMUM UNIFORMLY DISTRIBUTED LOAD. DISPLAY FIXTURE CAPACITY: 15 LBS PER SQUARE FOOT MAXIMUM UNIFORMLY DISTRIBUTED LOAD. THIS DISPLAY FIXTURE IS DESIGNED FOR PRODUCT DISPLAY AND NOT A LIVE LOAD. AT NO TIME IS THIS TO BE STOOD ON OR THERE BE FOOT TRAFFIC ON THE FLOORING. SEPARATE PERMIT AND APPROVAL REQUIRED IMPORTANT BEAM INFORMATION FIELD CUT AND REDRILL ON THE JOB SITE. BEAMS TO SIZE. BEAMS ARE MAUNFACTURED IN 4' -0 ", 6' -0 ", 8' -0 ", 10' -0 ", 12' -0 14' -0 ", 16' -0" 18' -0" AND 20' -0" LENGTHS. 14'- 0 ",16' -0" 18' -0" AND 20' -0" LENGTHS BEAMS ARE SPLICED BEAMS WITH SPLICE JOINT. m OSE BEAMS SHOWN OTHERWISE ARE TO FIELD MODIFIED. INGLE POST 8 OCATIONS) O� RECEIVE .1 MAR 092011 z °° BI -POST PERMITCENTE �(2 LOCATIONS) � ) c4 Z g 0 1-o J z Z og 0 OF 0 m�. 0 :go CORRE TION '� j •° LT}T► W�.w�}� y�y 1) AN "EXTERIOR" BEAM IS ANY BEAM WHICH CONNECTS TO A POST AT3' EITHER ONE OR BOTH ENDS. AN "INTERIOR" BEAM DOES NOT CONNECT TO POSTS AT ALL, ONLY TO "EXTERIOR" BEAMS WITH BEAM BRACKETS. • DRAWING NO. 12 -010 SHEET 1 OF 2 1 CHECKED BYXXX DATE 01/12/12 1 OVERHEAD DISPLAY FIXTURE ur a EQUIPTCr cusroMeR SPENCER GIFTS #307 WESTFIELD SOUTHCENTER 2800 Southcenter Mall Seattle, WA 97188 Space #2160 225 Main Street • Tatamy, PA 18085 Tel: 610- 253 -2775 • FAX: 610- 253 -0169 http: / /www. eq uipto. com Equiptovation. TM New dimensions in space utilization. Established 1907 DISTRIBUTOR SPENCER GIFTS 6826 Black Horse Pike Egg Harbor Township, NJ 08234 Y U -J U < N 0 I DESCRIPTION ISSUED FOR APPROVAL � a eMC IQIA 1 Helen Martin U 518" SINGLE POST SQUARE POST POST CONFIGURATIONS BI -POST TRI -POST 5/8" x 1 1/21-1EX HEAD BOLT (13101), 518" x 1 1 /2"HEX HEAD BOLT (13101), LOCKWASHER ( #13102), LOCKWASHER ( #13102), HEX NUT ( #13103). HEX NUT ( #13103). (2 EA. PER BI -POST REQ'D) (4 EA. PER TRI -POST REQ'D.) POST #5208 4" x 8' -0" (2 PER BI -POST) HEX HEAD BOLT, ( #31101) OCKWASER, ( #13102) AND NUT, ( #13103) BI -POST ASSEMBLY SINGLE POST 0 QUAD -POST 5/8" x 1 1/2 "HEX HEAD BOLT (13101), LOCKWASHER ( #13102), HEX NUT ( #13103). (8 EA. PER QUAD -POST REQ'D.) SAMPLE FLOOR PLAN BI -POST SINGLE POST ST TRI -POST QUAD-POST BI -POST /1 POSTS: 8' -0" HIGH = #5208 9' -0" HIGH =#5209 10-0" HIGH =#5210 12-0" HIGH = #5212 OPTIONAL SQUARE POSTS : 8' -0" HIGH = #5218 9' -0" HIGH = #5219 10' -0" HIGH = #5220 12-0" HIGH = #5222 SINGLE POST TYPICAL BEAM SPLICE ASSEMBLY #13101 HEX HD BOLT #991809H HEX HO BOLT #13102 LOCKWASHER (28X) #13103 HEX NUT (28X) (1) SLIDE CENTER BEAM INTO PLACE AS SHOWN ON PAGE 2. (NOTE: CENTER BEAM TELESCOPES INTO LEFT AND RIGHT BEAMS SHOWN.) (2) WHEN HOLES IN THE CENTER BEAM ARE ALIGNED WITH THE HOLES IN THE LEFT AND RIGHT BEAMS, ATTACH THE ( #13101) AND ( #991809H) HEX HEAD BOLTS, WASHERS (13102) AND HEX NUTS ( #13103) AND TIGHTEN. (3)16 -2" LONG (991809H) BOLTS HAVE BEEN FURNMISHED FOR FACE TO FACE INSTALLATION. BALANCE OF BOLTS ARE 1 -1/2" LONG ( #13101) 999C CENTER BEAM TELESCOPES INSIDE BEAMS. BOLT HOLE FOR ALL BEAMS. BOLT HOLE FOR 8l/2", &18 HIGH BEAMS 11 1/4" HIGH BEAM BOLT HOLE FOR 11 1/4 ", 14 ", & i6" - HIGH BEAMS POST POST POST AND BEAM ASSEMBLY 8 1/2" HIGH BEAM 5/8" x 1 1/2" HEX HEAD BOLT (13101), LOCKWASHER (13102), AND HEX NUT (13103). (2 EA. PER END, EXCEPT 3 EA. PER END ON 14 ", AND 18" HIGH BEAMS) 8 1/2" HIGH BEAM POST AND BEAM ASSEMBLY EXISTING EXTERNAL FRAME ASSEMBLY BI -POST BI -POST ADD -ON BEAM BACK 5/8" x 2" HEX HEAD BOLT 5/8" x 1 -1/2" HEX HEAD BOLT #13103 5/8" HEX NUT #13102 5/8" SPRING LOCKWASHER ,00,111;/. OTE: THESE 4 BOLTS TO BE 2 °LONG (991809H) • #4, BACK �S�s "� BACK NOTE: THESE 4 BOLTS TO BE 7LONG 991809H) PART SHOWN WITH BOLTS (13101) AND (991809H), WASHERS (13102), AND NUTS (13103) IN PLACE. ( 4 BOLTS INSERTED FROM THIS SIDE). FRONT BOTTOM VIEW SHOWING 2 BOLTS (13101) INSERTED FROM UNDERSIDE. 22 BOLTS INSERTED FROM THIS SIDE. 2 -3/4" TUBULAR BRACE ASSEMBLY POST HEIGHT BEAM HEIGHT 8 -1/2" 111/4" 14" 16" B, #6422 #8422 #8402 #8402 28 15/32" c.c. 28 15/32" c.c. 23 15/1 8" c.c. . 23 15/1 6" c.c. 9' SPENCER GIFTS 6826 Black Horse Pike Egg Harbor Township, NJ 08234 Y _ 10, #6423 51 9/16" c.c. #8423 51 9/16" c.c. #8405 4611/16" c.c. #6405 48 11/16" c.c. 12' #6424 75 7/32" c.c. #6424 75 7/32" c.c. #8485 70 9/32" c.c. #8485 70 9/32" c.c. MEZZANINE POST 5208 4 "x8' -0" TUBULAR BRACE #6422 11 1/4" HIGH BEAM 5/8" x 1 1/2" HEX HEAD BOLT (13101) LOCKWASHER (13102) AND HEX NUT (13103) (2 EA. PER BRACE) BEAM CROSS- SECTIONS AND GAGES TYP. INTERIOR BEAM HEIGHT 4' &6' BEAM -16 GA X - BRACES TUBULAR BRACES ALL WELDS MUST BE FLUSH WITH OR BELOW OUTER SURFACES OF ASSEMBLY. co In 11 3 -1/2" TYP. EXTERIOR BEAM HEIGHT 4', 6' & 8' BEAM - 14 GA 10', 12, 14', 16', 18' & 20' -12 GA #6442 75 15/16 5/16 DIA. HOLES(2) R 3/8 15/16 x 13 GA (.090) COIL COMMERCIAL GRADE STEEL #6423 4' -4 15/16 "±1116" a 3 -1/8" INTERNAL FLOOR SUPPORT STRUCTURE 1. Consult your installaton drawing and your order to determine what beam configuration you have. Beams may be Installed on 2 centers or on 4' centers. NOTE: If you are ushg extension brackets #9970 or #9971 see pages 14 and 15 before proceeding to Insure proper beam configuration. 2. Install all of the beam brackets in their proper positions depending on the beam centers. If you have fixtures which are back to back Install both sets of beam brackets at the same time. (SEE PAGES 11 AND 12) 3. Bolt the ends of the internal beams to the beam brackets. Install in pairs if your beams are on 4' centers. (SEE PAGE 12) Install only one beam if your beams am on 2 centers. For beams on 2' centers, locate the position of the floor support angles. Install them where the ends of two pieces of tuffdeck meet. (SEE PAGE 13) 4. On Internal beam pals that are longer than 4' they must be bolted back to back.(SEE PAGE 12) On 16' and 20' span mezzanines that are 6', 8', and 10' wide you must install cross braces on top of the internal beams. (Not required if beams are on 2' centers - SEE PAGE 13) 5. Plum and square all he post and beams at this time. Tighten all hardware on framework, then anchor the post to the floor. NOTE: Floor anchors to be furnished by others. AILURE TOANCHOR ALL POSTS TO THE FLOOR WILL RESULT IN AN UNSAFE FIXTURE. FLOOR SUPPORT LAYOUT BEAMS ON 4' CENTERS 11 1/4" HIGH BEAM 07664 ARE ALSO USED ON 81/2" HIGH BEAMS) BEAM BRACKETS FLOOR SUPPORT LAYOUT BEAMS ON 2' CENTERS FLOOR SUPPORT ANGLE LOCATED AT FLOORING SEAMS • 14" HIGH BEAM ( #7665L /R ARE ALSO USED ON 16" HIGH BEAMS) BEAM BRACKET #7884 5 11/18" x 8" (2 PER LOCATION) 5/8" x 1 1/2" HEX HEAD BOLT, LOCKWASER, AND HEX NUT. (2 PER #7664 AND 3 PER #7885UR) BEAM BRACKET #7865L/R 511/16 "x8 "(2 PER LOCATION) BEAM NOTES: 1. ALL BEAMS ARE MADE OF 40,000 PSI MIN. YIELD COLD ROLLED STEEL. 2. ACTUAL LENGTH OF BEAMS IS 8 -3/4" LESS THAN THEIR NOMINAL LENGTH. BEAM SPLICE DETAIL FOR ALL SPLICED BEAMS 12 GA x 59 3/4" LONG SEE BOLTING DETAIL 1 7/8" O.D. DETAIL A -A 14 GA HOT ROLLED WELDED STEEL TUBE FIXTURE POST CROSS - SECTIONS, GAGES AND WELDS BOLTING PLATE 10 GA PFTAII A - A TOP OF POST ASSEMBLY 6 1/2 FRONT VIEW TOP OF POST ASSEMBLY SHOWING BOLTING PLATE WELDING PLATFORM POST 12 GA WEB PLATE 14 GA 1/16 PFTAII B - B POST AND WEB PLATE BACK TO BACK BEAMS �11 1/4" HIGH BEAM (2 BEAMS BACK TO BACK) 518"x 1 1/2" HEX HEAD BOLT (13101), LOCKWASER (13102), AND HEX NUT (13103). (4 EA. PER LOCATION) INTERNAL BEAMS ON 4' CENTERS BEAM BRACKET #7884 5 11/16" x 8" (4 PER LOCATION BACK TO BACK) 11 1/4" HIGH BEAM INTERNAL BEAMS BOLTED BACK TO BACK 5 /8 "x 1-1/2 HEX HEAD BOLT (13101), LOCKWASER (13102), AND HEX NUT (13103). (2 EA. PER END) 3/8 "x 3/4" HEX HEAD BOLT (13188), LOCKWASER (13182), AND HEX NUT (13191). (2 EA. PER PAIR OF 6' OR 8' BEAMS, 4 EA. PER PAIR OF 10' BEAMS) 8 1/2" HIGH BEAM (2 BEAMS BACK TO BACK) BEAM BOLTING ASSEMBLY BEAM BOLTING ANGLE #7317 .— \ NOTE: USE THIS ASSEMBLY AS SPECIFIED IN YOUR FIXTURE LAYOUT. 518" x 1 1/2" HEX HEAD BOLT (EX101 T L00O3 . (13102 HEX NUT (13103). (6 EA. PER BEAM ANGLE) 11 1/4" HIGH BEAM 8 1/2" HIGH BEAM FLOORING: PERFORATED AND SOLID GRATING I�II�I1 I MIMI� FIXTURE FRAMEWORK O/, 0 07/O 447/j/G OF INTERNAL BEAMS ANGLE CLIP #9520 INSTRUCTIONS NOTE: ALL GRATING PANELS ARE TO INSTALLED PERPENDICULAR TO THE INTERNAL BEAMS. 1. Fasten an angle dip #9520 Inside the top of all the post. Be sure the dips are positioned parallel with the direction of the grating panels. 2. Beginning on an outer edge of the fixture framework, position grating panel and bolt the ends to the top of the prepunched beam and the angle dip in the corners. After ell the panels are in place tighten all hardware. PERFORATED GRATING PANEL --) 5/8 "x11 /2 "HEX HEAD BOLT (131011 LOCKWASHER, (13102) AND HEX NUT (13103). (1 EA. PER CLIP) d FIXTURE POST 8 1/2" HIGH BEAM 5/18" x 5/8" HEX HEAD BOLT, (13152, AND HEX NUT (13051). (4 EA. PER PANEL) 5 H Z TRIANGULAR DETAIL ADD +1/4 DUE TO TUBULAR BRACES 6" 1/2" THIR"-- I) 5" 9/16" DIA SQUARE POST DETAIL ADD +1/4 DUE TO TUBULAR BRACES PERFORATED GRATING PANEL MATERIAL SPEC:- 14 GA (.0785) GALVANIZED 40,000 PSI MIN. YIELD COLD ROLLED STEEL EXTRUDED 5/32 HOLES ON 1 1/8" CENTERS PUNCH 5/32 DIA. HOLES AND EXTRUDE 1/16" HIGH 5/8 PERFORATED GRATING PROFILE #7730 FOOT PLATE 6 x 6 x 1/2 DETAIL C - C POST AND FOOT PLATE WELDING ALL FORMATIONS to TYPICAL DISPLAY FIXTURE ELEVATIONS SPENCER'S #307 WESTFIELD SOUTHCENTER PERFORATED GRATING PANELS 14 GA #6423 TUBULAR BRACE 53" LONG 1 7/8" OD 14 GA 5/8" x 1 1/2" HEX HEAD BOLT (13101), LOCKWASHER (13102), AND HEX NUT (13103). (2 EA. PER BRACE) 12' -0 10 1/2" - HORIZONTAL DISTANCE BETWEEN MOUNTING HOLES 1 4' -2 1/2" - VERTICAL DISTANCE BETWEEN MOUNTING HOLES J z Q oil (53g1 §,co .(0.e) TYPICAL POST FOOTPLATE ANCHORAGEI 1 15 5 8 = w o EXISTING CONCRETE OVER STEEL DECK. POST FOOTPLATE. 1/2" DIA. ROD WITH NUT TOP AND BOTTOM. 1" DA. PIPE SPACER - FIT TIGHT TO DECK. 4 "x4 "x1 /4" STEEL ANGLE. 3/16 EXISTING STEEL BEAM Isla =O(� NOTE: 1. MAX EXISTING BEAM SPACING = 6' -0 ". NOTIFY STRUCTURAL ENGINEER IF BEAM SPACING OR EXISTING CONDITIONS ARE DIFFERENT THAN THAT SHOWN IN THE DETAIL. 2. OR WELDING SPECIAL G �C li qE�°'+� FOR WDI R CC'' VVD MAR 09 2012 PERMIT CENTER.) Helen Martin a jT] 12-010 OVERHEAD DISPLAY FIXTURE CHECKED BYXXX DATE 01/12/12 EDUIPTW CUSTOMER SPENCER GIFTS #307 WESTFIELD SOUTHCENTER 2800 Southcenter Mall Seattle, WA 97188 Space #2160 225 Main Street • Tatamy, PA 18085 Tel: 610- 253 -2775 • FAX: 610- 253 -0169 http: / /www.equipto.com Equiptovation. TM New dimensions in space utilization. Established 1907 DISTRIBUTOR SPENCER GIFTS 6826 Black Horse Pike Egg Harbor Township, NJ 08234 Y CO 2 J 0 DATE N _ IS IDESCRIPTION ISSUED FOR APPROVAL a eMC IQIA J Helen Martin